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Home My WebLink AboutPLANS - 21-00002 - BYUI Hart Building - Phase 3 RemodelVICINITY MAP DRAWING INDEX SITE MAP SCALE: A1 DETAIL XXX 2 XX X XX.XX ROOM NUM NAME SYMBOLS LEGEND ROOM IDENTIFICATION NUMBER DOOR NUMBER REFERENCE NOTE GLAZING TYPE PARTITON WALL TYPE INTERIOR ELEVATION WALL SECTION EXTERIOR ELEVATION DETAIL REVISION DELTA ROOM NUMBER ELEVATION NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER REVISION NUMBER BUILDING SECTION DETAIL TITLE ROOM NAME SHADE INDICATES ELEVATED WALLA1 A2A4 A3 AFF CMU EIFS ABOVE FINISH FLOOR CONCRETE MASONRY UNIT EXTERIOR INSULATED FINISH EQ EQUAL MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT O.C. ON CENTER SPEC SPECIFICATION SIM SIMILAR TYP TYPICAL T.O. TOP OF B.O. BOTTOM OF ABBREVIATIONS RCP REFLECTED CEILING PLAN DEMO DEMOLITION EXTG. EXISTING EQUIP. EQUIPMENT RMS ROOMS MEP MECHANICAL, ELECTRICAL & PLUMBING STRU. STRUCTURAL HT. HEIGHT WD. WIDTH FIN. FINISH CLG. CEILING MATERIAL LEGEND CONCRETE STUD WALL GRAVEL COMPACTED FILL AND/OR EARTH BATT INSULATION RIGID INSULATION CMU (CONCRETE MASONRY UNIT) GYPSUM BOARD OR CONCRETE SURFACE PROJECT NUMBER: PROJECT ARCHITECT www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com FFKR ARCHITECTS 730 PACIFIC AVE. SALT LAKE CITY, UT 84104 801-512-6186 TBSE INC 233 N 1250 W #201 CENTERVILLE, UT 84014 801-298-8795 HEATH ENGINEERING 377 W 800 N, SALT LAKE CITY, UT 84103 801-322-0487 PAYNE ENGINEERING 1823 E CENTER ST. POCATELLO, ID 83201 208-232-4439 STRUCTUAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER JOHN W. HART BUILDING PHASE 3 REMODEL CONSTRUCTION DOCUMENTS - PERMIT SET 11/23/2020 JOHN W. HART BUILDING PHASE 3 REMODEL20054 PROJECT TEAM SHEET NO.SHEET NAME GENERAL INFORMATION G000 COVER G001 LEVEL 1 (71'-0") LIFE SAVETY PLAN AND CODE ANALYSIS G002 LEVEL 2 (91'-0") LIFE SAFETY PLAN G003 LEVEL 3 LIFE SAFETY PLAN G004 MAIN GYM SEATING - SMALL USE G005 MAIN GYM SEATING CAPACITY - MID USE G006 MAIN GYM SEATING CAPACITY - MAX USE G006A MAIN GYM SEATING CAPACITY - MAX USE (BASKETBALL EVENT) ARCHITECTURAL AD101 OVERALL LEVEL 1 (71'-0") DEMO PLAN AD101A LEVEL 1 (71'-0") AREA DEMO PLANS AD102 OVERALL LEVEL 2 (91'-0") DEMO PLAN AD102A LEVEL 2 (91'-0") AREA DEMO PLANS AD111 OVERALL LEVEL 1 (71'-0") DEMO REFLECTED CEILING PLAN AD111A LEVEL 1 AREA DEMO REFLECTED CEILING PLAN AD112 OVERALL LEVEL 2 (91'-0") DEMO REFLECTED CEILING PLAN AD112A LEVEL 2 (91'-0") AREA DEMO REFLECTED CEILING PLANS AD112B LEVEL 2 (91'-0") MAIN GYM DEMO REFLECTED CEILING PLAN AD410 LEVEL 1 (71'-0") DEMO PLANS - ALTERNATE AE100 LEVEL 1 (71'-0") & LEVEL 2 (91'-0") SLAB PLANS AE101 OVERALL LEVEL 1 (71'-0") FLOOR PLAN AE101A LEVEL 1 (71'-0") AREA PLANS AE102 OVERALL LEVEL 2 (91'-0") FLOOR PLAN AE102A LEVEL 2 (91'-0") AREA PLANS AE102B LEVEL 2 (91'-0") AREA PLAN AE103 EXISTING CATWALK FLOOR PLAN AE104 OVERALL ROOF PLAN AE104A ROOF AREA PLAN AE111 OVERALL LEVEL 1 REFLECTED CEILING PLAN AE111A LEVEL 1 (71'-0") AREA REFLECTED CEILING PLANS AE112 OVERALL LEVEL 2 (91'-0") REFLECTED CEILING PLAN AE112A LEVEL 2 (91'-0") REFLECTED CEILING PLANS AE112B LEVEL 2 REFLECTED CEILING PLAN AE300 BUILDING SECTION AE301 BUILDING SECTION AE302 BUILDING SECTION AE310 WALL SECTIONS AE311 WALL SECTIONS AE400 RESTROOM & SHOWER ROOM FLOOR PLANS AE401 STAIR PLAN, SECTIONS & DETAILS AE402 STAIR PLAN, SECTIONS & DETAILS AE410 CUSTODIAN ROOM 176 (ALTERNATE 1) AE411 EQUIPMENT ROOM (ALTERNATE 2) AE413 STEAM ROOM PLAN & ELEVATION (ALTERNATE 3) AE414 STEAM ROOM PLAN, SECTION & DETAILS (ALTERNATE 3) AE500 DETAILS AE501 DETAILS AE502 DETAILS AE503 DETAILS AE504 ROOF DETAILS AE505 FLOOR TRANSITION DETAILS AE600 DOOR, WINDOW SCHEDULE & DETAILS AE610 WALL, CEILING, FLOOR TYPES & FINISH LEGEND AE700 INTERIOR ELEVATION AE701 INTERIOR ELEVATION AE702 INTERIOR ELEVATION AE703 INTERIOR ELEVATION AE704 INTERIOR ELEVATION AE705 INTERIOR ELEVATION AE706 INTERIOR ELEVATION AF100 LEVEL 1 & 2 FINISH PLANS AF101 ENLARGED FINISH PLANS STRUCTURAL DRAWINGS SE-001 GENERAL NOTES SE-002 INSPECTIONS SE-003 INSPECTIONS SE-004 SCHEDULES SE-006 3D RENDERING SE-111 STAGE FRAMING PLAN SE-121 LOW ROOF FRAMING PLAN SE-122 CURTAIN SUPPORTS SE-201 ENLARGED FRAMNING PLANS SE-511 FRAMING DETAILS MECHANICAL DRAWINGS M-001 MECHANICAL SCHEDULES M-002 MECHANICAL SCHEDULES MD101 LEVEL 1 OVERALL MECHANICAL DEMOLITION PLAN MD101.1 LEVEL 1 MECHANICAL DEMOLITION PLAN MD102 LEVEL 2 OVERALL MECHANICAL DEMOLITION PLAN MD102.1 LEVEL 2 AREA 2G MECHANICAL DEMOLITION PLAN MD102.2. LEVEL 2 AREA 2A MECHANICAL DEMOLITION PLAN MD102.3 LEVEL 2 AREA 2B MECHANICAL DEMOLITION PLAN MH101 LEVEL 1 OVERALL MECHANICAL REMODEL PLAN MH101.1 LEVEL 1 AREA 1G MECHANICAL REMODEL PLAN MH101.3 LEVEL 1 MECHANICAL PLANS MH101.4 MAIN LEVEL MECHANICAL PLANS MH101.5 MECHANICAL REMODEL PLANS-ADD. ALTERNATES MH102 LEVEL 2 OVERALL MECHANICAL REMODEL PLAN MH102.1 LEVEL 2 AREA 2G MECHANICAL REMODEL PLAN MH102.3 LEVEL 2 AREA 2B MECHANICAL REMODEL PLAN MH102.4 LEVEL 2 AREA 2C MECHANICAL PLANS MH301 MECHANICAL SECTIONS MH501 MECHANICAL DETAILS MH502 MECHANICAL DETAILS MP501 MECHANICAL PIPING DETAILS MP601 CHILLED WATER FLOW DIAGRAM MP602 HEATING WATER FLOW DIAGRAM MI601 MECHANICAL CONTROL DIAGRAM MI602 MECHANICAL CONTROL DIAGRAM MI603 MECHANICAL CONTROL DIAGRAM PLUMBING DRAWINGS P-001 PLUMBING SCHEDULES PD101 LEVEL 1 OVERALL PLUMBING DEMOLITION PLAN PD102 LEVEL 2 OVERALL PLUMBING DEMO PLAN PD401 ENLARGED PLUMBING DEMOLITION PLANS PD402 ENLARGED PLUMBING DEMOLITION PLANS PD403 ENLARGED PLUMBING DEMOLITION PLANS PL101 LEVEL 1 OVERALL PLUMBING REMODEL PLAN PL102 LEVEL 2 OVERALL PLUMBING REMODEL PLAN PL401 ENLARGED PLUMBING REMODEL PLANS PL402 ENLARGED PLUMBING REMODEL PLANS PL403 ENLARGED PLUMBING REMODEL PLANS PL404 ENLARGED PLUMBING REMODEL PLANS PL501 PLUMBING DETAILS PL601 DOMESTIC WATER FLOW DIAGRAM ELECTRICAL DRAWINGS EG100 ELECTRICAL SYMBOLS & DETAILS EG101 FIRST LEVEL OVERALL PLANS EG102 SECOND LEVEL OVERALL PLANS EG200 ELECTRICAL DETAILS & SCHEDULES EG201 ELECTRICAL ELEVATIONS ED100 LOWER LEVEL EXISTING ELECTRICAL ED101 UPPER LEVEL EXISTING ELECTRICAL ED102 MAIN GYM EXISTING ELECTRICAL EE100 ACTIVITY STORAGE, WELLNESS CENTER & RESTROOMS ELECTRICAL PLAN EE101 SPINNING ROOM, ACTIVITY STORAGE & NORTH HALL EE102 MEN'S & WOMEN'S LOCKER ROOMS ELECTRICAL PLANS EE103 SOUTHEAST & SOUTHWEST EXITS EE104 MAIN GYM ELECTRICAL PLAN EE105 HAVC UPGRADE EE106 BARBIZON DRAWINGS - FOR REFERENCE ONLY EE107 BARBIZON DRAWINGS - FOR REFERENCE ONLY FIRE SPRINKLER FP101 FIRE PROTECTION PLAN LEVEL 1 FP102 FIRE PROTECTION PLAN LEVEL 2 CLASSROOM 1564 SF/20=78 OCC STUDIO / CLRM. 943 SF/20=47 OCC CLASSROOM 662 SF/20=33 OCC CLASSROOM 649 SF/20=22.5 OCC CLASSROOM 495 SF/20=24.5 OCC PHY. COND. CLRM. 640 SF/20=32 OCC EXERCISE PHYS. CLRM 1937 SF/20=96.8 OCC STO, 47 SF/300=0.1 OCC MECH. 533 SF/300=1.8 OCC MECH. 179 SF/300=0.6 OCC ELEC. 264 SF/300=0.9 OCC STO, 193 SF/300=0.6 OCC STO, 831 SF/300=2.8 OCC TELECOM. RM. 151 SF/300=0.5 OCC STO, 75 SF/300=0.3 OCC STO, 69 SF/300=0.2 OCC STO, 108 SF/300=0.4 OCC STO, 428 SF/300=1.4 OCC EQUIP. STO. 1272 SF/300=4.2 OCC STO, 32 SF/300=0.1 OCC ELEV. EQP. 53 SF/300=0.2 OCC ELEC./MECH. 119 SF/300=0.4 OCC J/C 33 SF/300=0.1 OCC ACT. STO. 688 SF/300=2.3 OCC J/C 195 SF/300=0.7 OCC LAUNDRY RM. 333 SF/100=3.3 OCC FITNESS CTR 20927 SF/50=418 OCC SPINNING RM. 696 SF/50=13.9 OCC PRACTICE ROOM 831 SF/50=16.2 OCC RQBL. CT. 1 633 SF/50=12.6 OCC RQBL. CT. 2 633 SF/50=12.6 OCC RQBL. CT. 3 633 SF/50=12.6 OCC RQBL. CT. 4 633 SF/50=12.6 OCC RQBL. CT. 5 633 SF/50=12.6 OCC NEW WELLNESS CTR. 895 SF/100=9 OCC ELEV. EQP. 33 SF/300=0.1 OCC WELLNESS CTR 1674 SF/100=16.7 OCC STO, 85 SF/300=0.3 OCC STO, 160 SF/300=0.5 OCC ACT. STO. 639 SF/300=2.1 OCC MECH. 265 SF/300=0.7 OCC POOL SERVICE 1159 SF/300=3.8 OCC STO, 64 SF/300=0.2 OCC STO, 78 SF/300=0.3 OCC STO, 2477 SF/300=8.3 OCC STO, 625 SF/300=2.1 OCC J/C 311 SF/300=1 OCC EQUIP. REPAIR 213 SF/300=0.7 OCC 46' to common path of travel 175' to exit stair 120' to exit stair90' to exit 89' to exit 106' to exit 181' to exit 6 3 ' to e x it 145' to exit stair 62' to common path of travel100' to exit 212 OCC. 42" REQ'D 72" PRVVD 180 OCC. 42" REQ'D 72" PRVVD 212 OCC. 42" REQ'D 72" PRVVD 700 OCC. 140" REQ'D 216" PRVVD 360 OCC. FROM LEVEL 2 320 OCC. FROM LEVEL 2 300 OCC. 60" REQ'D 108" PRVVD 51 OCC. 10" REQ'D 72" PRVVD 96 OCC. 19" REQ'D 36" PRVVD 160 OCC. FROM LEVEL 2 Applicable Codes Code Year International Building Code (IBC)2015 International Mechanical Code (IMC)2015 International Fire Code (IFC)2015 International Energy Conservation Code (IECC) 2015 National Electrical Code (NEC)2017 ADA Accessibility Guidelines 2010 International Plumbing Code (IPC)2017 International Building Code (IBC) Analysis Construction Type I-B Sect. 602 Building Occupancies A-3 Sect. 303.4 Design Building Area (Existing) 170,633 Sf Allowed Building Area Unlimited Sf Sect. 506.1 Per Equation 5-1 Allowed Building Height (Ft) 180 Ft Sect. 504.3 Allowed Building Height (Stories) 12 Stories Sect. 504.4 Building Square Footage Level 1 74,030 Sf Level 2 91,175 Sf Level 3 5,256 Sf Fire Resistance Ratings for Building Elements - Hours (Table 601 - Substitution 903.2) Building Element Tabular Notes Substituted Primary Structural Frame (See Section 202) 2 A 2 Bearing Walls - Exterior 2 - 2 Bearing Walls - Interior 2 A 2 Nonbearing Walls & Partitions - Exterior See Table 602 Floor Construction (See Section 202) 2 - 2 Roof Construction (See Section 202) 1 B&C 1 Shaft Enclosure Fire Rating 2 Shaft Enclosure Fire Rating - Hours (Section 708.4) Catwalks 172 Sf Total 170,633 Sf Nonbearing Walls & Partitions - Interior 0 - 0 International Existing Building Code (IEBC)2015 Design Building Height (Ft) 56 Ft Design Building Height (Stories) 3 Stories Building Occupancy & Construction Type Occupancy of Building Single Separated Occupancies - Table 508.4 Most Restrictive Occ. A-3 Construction Type 1-B Chapter 6 No. of Occ. @ Level No. of Occ. from Level Above Total Occ. Combined No. of Occ. Exit at Level (1) No. of Occ. Exit to Level Below (2) Level 1 911 1,040 1,883 1,883 N/A Occupant Count Analysis Level 2 4,718 572 5,290 4,250 1040 Level 3 572 0 572 0 572 Total 6,201 Stair Width ( Section 1005.3.1) No. of Occ. Exit to Level Below (2) Factor in Inches Required in Inches Provided in Inches Level 2 1,040 0.3 312 312 Level 1 N/A N/A N/A N/A Level 3 572 0.3 176 192 Exit Width ( Section 1005.3.2) No. of Occ. Exit at Level (1) Factor in Inches Required in Inches Provided in Inches Level 2 4,250 0.2 850 1,008 Level 1 1,883 0.2 376 612 Level 3 572 N/A N/A N/A2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:52:44 AMG001 LEVEL 1 (71'-0") LIFE SAVETY PLAN AND CODE ANALYSISJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/16" = 1'-0" A1 LEVEL 1 (71'-0") LIFE SAFETY PLAN OCCUPANCY AREA CALCULATIONS ROOM OCCUPANCY TYPE AREA LOAD FACTOR OCCUPANTS LEVEL 2 ACTIVITIES SPACE ASSEMBLY 3708 SF 50 GROSS 74.1 CLOSET ACCESSORY 42 SF 300 GROSS 0.1 DANCE OFFICE BUSINESS 515 SF 100 GROSS 5.2 DANCE STUDIO 1 ASSEMBLY 1707 SF 50 GROSS 34.1 DANCE STUDIO 2 ASSEMBLY 1741 SF 50 GROSS 34.8 DRESSING ASSEMBLY 136 SF 50 GROSS 2.7 ELEC. ACCESSORY 105 SF 300 GROSS 0.4 EQP. ISSUE ACCESSORY 1484 SF 300 GROSS 4.9 EQP. ISSUE ACCESSORY 1171 SF 300 GROSS 3.9 FAC. OFFICE BUSINESS 270 SF 100 GROSS 2.7 FITNESS STUDIO ASSEMBLY 1670 SF 50 GROSS 33.4 GYM-BLEACHER SEATS ASSEMBLY 2291 SF 18 INCH 765 GYM-BLEACHER SEATS ASSEMBLY 2711 SF 18 INCH 777 GYM-BLEACHER SEATS ASSEMBLY 564 SF 18 INCH 164 GYM-BLEACHER SEATS ASSEMBLY 561 SF 18 INCH 163 GYM-FIXED SEATS ASSEMBLY 6181 SF 0 NET 1380 GYM-FLOOR ASSEMBLY 5046 SF 7 NET 720 J/C ACCESSORY 56 SF 300 GROSS 0.2 LAUNDRY RM. BUSINESS 216 SF 100 GROSS 2.2 MECH. ACCESSORY 32 SF 300 GROSS 0.1 MEN'S LOCKER RM. ASSEMBLY 2058 SF 50 GROSS 41 NORTH FOYER ASSEMBLY 1530 SF 15 GROSS 102 OFFICE BUSINESS 205 SF 100 GROSS 2 OFFICE BUSINESS 206 SF 100 GROSS 2 OFFICE BUSINESS 314 SF 100 GROSS 3.1 OFFICE BUSINESS 371 SF 100 GROSS 3.7 OFFICE BUSINESS 744 SF 100 GROSS 7.4 OFFICE BUSINESS 133 SF 100 GROSS 1.3 OFFICE BUSINESS 321 SF 100 GROSS 3.2 OFFICE BUSINESS 150 SF 100 GROSS 1.5 OFFICE BUSINESS 150 SF 100 GROSS 1.5 OFFICE BUSINESS 87 SF 100 GROSS 0.9 STAGE ASSEMBLY 1744 SF 15 NET 129.7 STO. ACCESSORY 214 SF 300 GROSS 0.7 STO. ACCESSORY 710 SF 300 GROSS 2.4 STO. ACCESSORY 234 SF 300 GROSS 1 STO. ACCESSORY 90 SF 300 GROSS 0.3 STO. ACCESSORY 131 SF 300 GROSS 0.4 STO. ACCESSORY 432 SF 300 GROSS 1.7 SWIMMING POOL ASSEMBLY 3210 SF 50 GROSS 64.2 SWIMMING POOL DECK ASSEMBLY 1843 SF 15 GROSS 123 TELECOM. RM. ACCESSORY 79 SF 300 GROSS 0.3 WOMEN'S LOCKER RM. ASSEMBLY 1570 SF 50 GROSS 31.4 WRESTLING ROOM ASSEMBLY 1205 SF 50 GROSS 24.1 LEVEL 3 BDF. ACCESSORY 80 SF 300 GROSS 0.3 BOX SEATS BUSINESS 373 SF 100 GROSS 3.7 DRESSING RM. ASSEMBLY 209 SF 50 GROSS 4.2 DRESSING RM. ASSEMBLY 368 SF 50 GROSS 7.4 M.B. BUSINESS 182 SF 100 GROSS 1.8 MECH. ACCESSORY 9059 SF 300 GROSS 30.2 POOL-BLEACHER SEATS ASSEMBLY 813 SF 18 INCH 230 POOL-BLEACHER SEATS ACCESSORY 557 SF 18 INCH 134 POOL-BLEACHER SEATS ACCESSORY 596 SF 18 INCH 146 SOUND/LIGHT CONTROL BUSINESS 433 SF 100 GROSS 4.3 SPOTLIGHT PLATFORM BUSINESS 68 SF 100 GROSS 0.7 SPOTLIGHT PLATFORM BUSINESS 66 SF 100 GROSS 0.7 STOR. ACCESSORY 2187 SF 300 GROSS 7.3 STOR. ACCESSORY 649 SF 300 GROSS 2.2 TOTAL OCCUPANTS 6201 OCCUPANCY AREA CALCULATIONS ROOM OCCUPANCY TYPE AREA LOAD FACTOR OCCUPANTS LEVEL 1 ACT. STO. ACCESSORY 688 SF 300 GROSS 2.3 ACT. STO. ACCESSORY 639 SF 300 GROSS 2.1 CLASSROOM EDUCATIONAL 1564 SF 20 NET 78 CLASSROOM EDUCATIONAL 662 SF 20 NET 33 CLASSROOM EDUCATIONAL 649 SF 20 NET 22.5 CLASSROOM EDUCATIONAL 495 SF 20 NET 24.5 ELEC. ACCESSORY 264 SF 300 GROSS 0.9 ELEC./MECH. ACCESSORY 119 SF 300 GROSS 0.4 ELEV. EQP. ACCESSORY 53 SF 300 GROSS 0.2 ELEV. EQP. ACCESSORY 33 SF 300 GROSS 0.1 EQUIP. REPAIR ACCESSORY 213 SF 300 GROSS 0.7 EQUIP. STO. ACCESSORY 1272 SF 300 GROSS 4.2 EXERCISE PHYS. CLRM EDUCATIONAL 1937 SF 20 NET 96.8 FITNESS CTR ASSEMBLY 20927 SF 50 GROSS 418 J/C ACCESSORY 33 SF 300 GROSS 0.1 J/C ACCESSORY 195 SF 300 GROSS 0.7 J/C ACCESSORY 311 SF 300 GROSS 1 LAUNDRY RM. BUSINESS 333 SF 100 GROSS 3.3 MECH. ACCESSORY 533 SF 300 GROSS 1.8 MECH. ACCESSORY 179 SF 300 GROSS 0.6 MECH. ACCESSORY 265 SF 300 GROSS 0.7 NEW WELLNESS CTR. BUSINESS 895 SF 100 GROSS 9 PHY. COND. CLRM. EDUCATIONAL 640 SF 20 NET 32 POOL SERVICE ACCESSORY 1159 SF 300 GROSS 3.8 PRACTICE ROOM ASSEMBLY 831 SF 50 GROSS 16.2 RQBL. CT. 1 ASSEMBLY 633 SF 50 GROSS 12.6 RQBL. CT. 2 ASSEMBLY 633 SF 50 GROSS 12.6 RQBL. CT. 3 ASSEMBLY 633 SF 50 GROSS 12.6 RQBL. CT. 4 ASSEMBLY 633 SF 50 GROSS 12.6 RQBL. CT. 5 ASSEMBLY 633 SF 50 GROSS 12.6 SPINNING RM. ASSEMBLY 696 SF 50 GROSS 13.9 STO, ACCESSORY 47 SF 300 GROSS 0.1 STO, ACCESSORY 193 SF 300 GROSS 0.6 STO, ACCESSORY 831 SF 300 GROSS 2.8 STO, ACCESSORY 75 SF 300 GROSS 0.3 STO, ACCESSORY 69 SF 300 GROSS 0.2 STO, ACCESSORY 108 SF 300 GROSS 0.4 STO, ACCESSORY 428 SF 300 GROSS 1.4 STO, ACCESSORY 32 SF 300 GROSS 0.1 STO, ACCESSORY 85 SF 300 GROSS 0.3 STO, ACCESSORY 160 SF 300 GROSS 0.5 STO, ACCESSORY 64 SF 300 GROSS 0.2 STO, ACCESSORY 78 SF 300 GROSS 0.3 STO, ACCESSORY 2477 SF 300 GROSS 8.3 STO, ACCESSORY 625 SF 300 GROSS 2.1 STUDIO / CLRM. EDUCATIONAL 943 SF 20 NET 47 TELECOM. RM. ACCESSORY 151 SF 300 GROSS 0.5 WELLNESS CTR BUSINESS 1674 SF 100 GROSS 16.7 DN DN DN BLEACHER SEATS: 2,975 OCC. TOTAL: 3,695 OCC. OFFICE 205 SF/100=2 OCC OFFICE 206 SF/100=2 OCC OFFICE 314 SF/100=3.1 OCC OFFICE 371 SF/100=3.7 OCC OFFICE 744 SF/100=7.4 OCC OFFICE 133 SF/100=1.3 OCC LAUNDRY RM. 216 SF/100=2.2 OCC FAC. OFFICE 270 SF/100=2.7 OCC OFFICE 321 SF/100=3.2 OCC DANCE OFFICE 515 SF/100=5.2 OCC OFFICE 150 SF/100=1.5 OCC OFFICE 150 SF/100=1.5 OCC OFFICE 87 SF/100=0.9 OCC DRESSING 136 SF/50=2.7 OCC STO. 214 SF/300=0.7 OCC J/C 56 SF/300=0.2 OCCCLOSET 42 SF/300=0.1 OCC STO. 710 SF/300=2.4 OCC WRESTLING ROOM 1205 SF/50=24.1 OCC DANCE STUDIO 2 1741 SF/50=34.8 OCC DANCE STUDIO 1 1707 SF/50=34.1 OCC ACTIVITIES SPACE 3708 SF/50=74.1 OCC FITNESS STUDIO 1670 SF/50=33.4 OCC STO. 234 SF/300=1 OCC TELECOM. RM. 79 SF/300=0.3 OCC EQP. ISSUE 1484 SF/300=4.9 OCC EQP. ISSUE 1171 SF/300=3.9 OCC MEN'S LOCKER RM. 2058 SF/50=41 OCC WOMEN'S LOCKER RM. 1570 SF/50=31.4 OCC SWIMMING POOL 3210 SF/50=64.2 OCC SWIMMING POOL DECK 1843 SF/15=123 OCC STO. 90 SF/300=0.3 OCC 5' - 0" NORTH FOYER 1530 SF/15=102 OCC STAGE 1744 SF/15=129.7 OCC STAIR 2-OMEN'S 128A WOMEN'S 128B ELEC. 105 SF/300=0.4 OCC MECH. 32 SF/300=0.1 OCC STO. 131 SF/300=0.4 OCC STO. 432 SF/300=1.7 OCC GYM-FLOOR 5046 SF/7=720 OCC 117' to exit127' to exit stair1 2 0' to e xit130' to exit235' to exit210' to exitGYM-FIXED SEATS 6181 SF/0=1380 OCC GYM-BLEACHER SEATS 2711 SF/18=777 OCC GYM-BLEACHER SEATS 2291 SF/18=765 OCC GYM-BLEACHER SEATS 561 SF/18=163 OCC GYM-BLEACHER SEATS 564 SF/18=164 OCC 360 OCC. 72" REQ'D 72" PRVVD AT 81'-0" 1,080 OCC. 216" REQ'D 216" PRVVD 72 OCC. 14" REQ'D 72" PRVVD 72 OCC. 14" REQ'D 72" PRVVD 200 OCC. 60" REQ'D 60" PRVVD 320 OCC. 96" REQ'D 96" PRVVD 160 OCC. 48" REQ'D 96" PRVVD 1,260 OCC. 252" REQ'D 252" PRVVD 1,080 OCC. 216" REQ'D 216" PRVVD 34 OCC. 9" REQ'D 36" PRVVD 360 OCC. 72" REQ'D 72" PRVVD 360 OCC. 108" REQ'D 108" PRVVD 43 OCC. FROM LEVEL 3 240 OCC. FROM LEVEL 3 240 OCC. FROM LEVEL 32"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:52:56 AMG002 LEVEL 2 (91'-0") LIFE SAFETY PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/16" = 1'-0" A1 LEVEL 2 (91'-0") LIFE SAFETY PLAN DN DN UPPER AUXILIARY GYMNASIUM UPPER SWIMMING POOL UPPER STAGE UPPER MAIN GYMNASIUM UPPER FOYER MECH. 9059 SF/300=30.2 OCC BOX SEATS 373 SF/100=3.7 OCC M.B. 182 SF/100=1.8 OCC BDF. 80 SF/300=0.3 OCC STOR. 2187 SF/300=7.3 OCC BLEACHER SEATS: 210 OCC. BLEACHER SEATS: 130 OCC.BLEACHER SEATS: 140 OCC. SPOTLIGHT PLATFORM 68 SF/100=0.7 OCC SPOTLIGHT PLATFORM 66 SF/100=0.7 OCC SOUND/LIGHT CONTROL 433 SF/100=4.3 OCC DRESSING RM. 209 SF/50=4.2 OCC DRESSING RM. 368 SF/50=7.4 OCC STOR. 649 SF/300=2.2 OCC 240' to exit245' to exit 240 OCC. 72" REQ'D 72" PRVVD 240 OCC. 72" REQ'D 72" PRVVD 43 OCC. 13" REQ'D 48" PRVVD2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:53:07 AMG003 LEVEL 3 LIFE SAFETY PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/16" = 1'-0" A2 LEVEL 3 LIFE SAFETY PLAN DN SECTIONS: FLOOR, F, G, R, S TOTAL: 1,036 1 2 3 SEATING CAPACITY CONFIGURATIONS 3A SMALL USE MID USE MAX USE OPTION 1: THEATRICAL FLOOR (Removable seats): LEFT 180 CENTER 312 RIGHT 180 ADA + COMP. 16 (Included) TOTAL:672 LOWER BOWL (Fixed seats): A 90 B 130 C 135 D 135 E 81 F 140 G 140 H 83 I 135 J 135 K 130 L 90 ADA + COMP. 14 TOTAL: 1,438 INDIVIDUAL SECTION CAPACITY: MAX USE OPTION 2: BASKETBALL SECTIONS: FLOOR, LOWER BOWL, R, R1, S, S1 TOTAL: 2,437 SECTIONS: FLOOR, LOWER & UPPER BOWLS TOTAL: 3,979 SECTIONS: FLOOR 1, LOWER & UPPER BOWLS TOTAL: 3,421 FLOOR 1 (Removable seats): COURT SIDE L 41 COURT SIDE R 65 ADA + COMP. 8 TOTAL:114 UPPER BOWL (Marked seats): M 224 N 119 O 96 P 189 Q 137 R 42 R1 121 S 42 S1 122 T 137 U 187 V 123 W 110 X 220 TOTAL: 1,869 FLOOR LEFT CENTER RIGHT ADA + COMP. TOTAL: FLOOR 1 COURT SIDE L COURT SIDE R ADA + COMP. TOTAL: LOWER BOWL A B C D E F G H I J K L ADA + COMP. TOTAL: UPPER BOWL M N O P Q R R1 S S1 T U V W X TOTAL: 1,869 LEFT 180 RIGHT 180 CENTER 312 F 140 G 140 R 42 S 42 MAIN GYM 250A 336 OCC. 67" REQ'D 72" PRVVD 336 OCC. 67" REQ'D 72" PRVVD 140 OCC. 42" REQ'D 96" PRVVD 224 OCC. 67" REQ'D 288" PRVVD2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:53:10 AMG004 MAIN GYM SEATING - SMALL USEJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A3 MAIN GYM SEATING CAPACITY - SMALL USE LEFT 180 RIGHT 180 CENTER 312 A 90 B 130 C 135 D 135 E 81 F 140 H 83 G 140 L 90 K 130 J 135 I 135 R 42 S 42 MAIN GYM 250A R1 121 S1 122 336 OCC. 67" REQ'D 72" PRVVD 336 OCC. 67" REQ'D 72" PRVVD 140 OCC. 42" REQ'D 96" PRVVD 100 OCC. 20" REQ'D 288" PRVVD 216" PRVVD 286 OCC. 57" REQ'D 96" PRVVD 285 OCC. 57" REQ'D 96" PRVVD 285 OCC. 57" REQ'D 60" PRVVD 287 OCC. 57" REQ'D 60" PRVVD 100 OCC. 20" REQ'D 60" PRVVD 100 OCC. 20" REQ'D 60" PRVVD 216" PRVVD 100 OCC. 20" REQ'D 60" PRVVD 100 OCC. 20" REQ'D 60" PRVVD SECTIONS: FLOOR, F, G, R, S TOTAL: 1,036 1 2 3 SEATING CAPACITY CONFIGURATIONS 3A SMALL USE MID USE MAX USE OPTION 1: THEATRICAL FLOOR (Removable seats): LEFT 180 CENTER 312 RIGHT 180 ADA + COMP. 16 (Included) TOTAL:672 LOWER BOWL (Fixed seats): A 90 B 130 C 135 D 135 E 81 F 140 G 140 H 83 I 135 J 135 K 130 L 90 ADA + COMP. 14 TOTAL: 1,438 INDIVIDUAL SECTION CAPACITY: MAX USE OPTION 2: BASKETBALL SECTIONS: FLOOR, LOWER BOWL, R, R1, S, S1 TOTAL: 2,437 SECTIONS: FLOOR, LOWER & UPPER BOWLS TOTAL: 3,979 SECTIONS: FLOOR 1, LOWER & UPPER BOWLS TOTAL: 3,421 FLOOR 1 (Removable seats): COURT SIDE L 41 COURT SIDE R 65 ADA + COMP. 8 TOTAL:114 UPPER BOWL (Marked seats): M 224 N 119 O 96 P 189 Q 137 R 42 R1 121 S 42 S1 122 T 137 U 187 V 123 W 110 X 220 TOTAL: 1,869 FLOOR LEFT CENTER RIGHT ADA + COMP. TOTAL: FLOOR 1 COURT SIDE L COURT SIDE R ADA + COMP. TOTAL: LOWER BOWL A B C D E F G H I J K L ADA + COMP. TOTAL: UPPER BOWL M N O P Q R R1 S S1 T U V W X TOTAL: 1,8692"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:53:14 AMG005 MAIN GYM SEATING CAPACITY - MID USEJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A3 MAIN GYM SEATING CAPACITY - MID USE LEFT 180 RIGHT 180 CENTER 312 A 90 B 130 C 135 D 135 E 81 F 140 H 83 G 140 L 90 K 130 J 135 I 135 M 224 N 119 O 96 P 189 Q 137 X 220 W 110 V 123 U 187 T 137 R 42 S 42 MAIN GYM 250A R1 121 S1 122 18' - 8" 336 OCC. 67" REQ'D 72" PRVVD 336 OCC. 67" REQ'D 72" PRVVD 280 OCC. 56" REQ'D 96" PRVVD 895 OCC. 179" REQ'D 288" PRVVD 216" PRVVD 480 OCC. 96" REQ'D 96" PRVVD 480 OCC. 96" REQ'D 96" PRVVD 285 OCC. 57" REQ'D 60" PRVVD 287 OCC. 57" REQ'D 60" PRVVD 150 OCC. 30" REQ'D 60" PRVVD 150 OCC. 30" REQ'D 60" PRVVD 216" PRVVD 150 OCC. 30" REQ'D 60" PRVVD 150 OCC. 30" REQ'D 60" PRVVD SECTIONS: FLOOR, F, G, R, S TOTAL: 1,036 1 2 3 SEATING CAPACITY CONFIGURATIONS 3A SMALL USE MID USE MAX USE OPTION 1: THEATRICAL FLOOR (Removable seats): LEFT 180 CENTER 312 RIGHT 180 ADA + COMP. 16 (Included) TOTAL:672 LOWER BOWL (Fixed seats): A 90 B 130 C 135 D 135 E 81 F 140 G 140 H 83 I 135 J 135 K 130 L 90 ADA + COMP. 14 TOTAL: 1,438 INDIVIDUAL SECTION CAPACITY: MAX USE OPTION 2: BASKETBALL SECTIONS: FLOOR, LOWER BOWL, R, R1, S, S1 TOTAL: 2,437 SECTIONS: FLOOR, LOWER & UPPER BOWLS TOTAL: 3,979 SECTIONS: FLOOR 1, LOWER & UPPER BOWLS TOTAL: 3,421 FLOOR 1 (Removable seats): COURT SIDE L 41 COURT SIDE R 65 ADA + COMP. 8 TOTAL:114 UPPER BOWL (Marked seats): M 224 N 119 O 96 P 189 Q 137 R 42 R1 121 S 42 S1 122 T 137 U 187 V 123 W 110 X 220 TOTAL: 1,869 FLOOR LEFT CENTER RIGHT ADA + COMP. TOTAL: FLOOR 1 COURT SIDE L COURT SIDE R ADA + COMP. TOTAL: LOWER BOWL A B C D E F G H I J K L ADA + COMP. TOTAL: UPPER BOWL M N O P Q R R1 S S1 T U V W X TOTAL: 1,8692"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:53:17 AMG006 MAIN GYM SEATING CAPACITY - MAX USEJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A3 MAIN GYM SEATING CAPACITY - MAX USE OPTION 1 - THEATRICAL A 90 B 130 C 135 D 135 E 81 F 140 H 83 G 140 L 90 K 130 J 135 I 135 M 224 N 119 O 96 P 189 Q 137 X 220 W 110 V 123 U 187 T 137 R 42 S 42 MAIN GYM 250A R1 121 S1 122 LEFT 41 RIGHT 65 SCORER'S TABLETEAM BENCH AREATEAM BENCH AREABASKETBAL COURT 236 OCC. 47" REQ'D 72" PRVVD 236 OCC. 47" REQ'D 72" PRVVD 180 OCC. 36" REQ'D 96" PRVVD 895 OCC. 179" REQ'D 288" PRVVD 216" PRVVD 351 OCC. 70" REQ'D 96" PRVVD 351 OCC. 70" REQ'D 96" PRVVD 285 OCC. 57" REQ'D 60" PRVVD 287 OCC. 57" REQ'D 60" PRVVD 150 OCC. 30" REQ'D 60" PRVVD 150 OCC. 30" REQ'D 60" PRVVD 216" PRVVD 150 OCC. 30" REQ'D 60" PRVVD 150 OCC. 30" REQ'D 60" PRVVD SECTIONS: FLOOR, F, G, R, S TOTAL: 1,036 1 2 3 SEATING CAPACITY CONFIGURATIONS 3A SMALL USE MID USE MAX USE OPTION 1: THEATRICAL FLOOR (Removable seats): LEFT 180 CENTER 312 RIGHT 180 ADA + COMP. 16 (Included) TOTAL:672 LOWER BOWL (Fixed seats): A 90 B 130 C 135 D 135 E 81 F 140 G 140 H 83 I 135 J 135 K 130 L 90 ADA + COMP. 14 TOTAL: 1,438 INDIVIDUAL SECTION CAPACITY: MAX USE OPTION 2: BASKETBALL SECTIONS: FLOOR, LOWER BOWL, R, R1, S, S1 TOTAL: 2,437 SECTIONS: FLOOR, LOWER & UPPER BOWLS TOTAL: 3,979 SECTIONS: FLOOR 1, LOWER & UPPER BOWLS TOTAL: 3,421 FLOOR 1 (Removable seats): COURT SIDE L 41 COURT SIDE R 65 ADA + COMP. 8 TOTAL:114 UPPER BOWL (Marked seats): M 224 N 119 O 96 P 189 Q 137 R 42 R1 121 S 42 S1 122 T 137 U 187 V 123 W 110 X 220 TOTAL: 1,869 FLOOR LEFT CENTER RIGHT ADA + COMP. TOTAL: FLOOR 1 COURT SIDE L COURT SIDE R ADA + COMP. TOTAL: LOWER BOWL A B C D E F G H I J K L ADA + COMP. TOTAL: UPPER BOWL M N O P Q R R1 S S1 T U V W X TOTAL: 1,8692"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:53:21 AMG006A MAIN GYM SEATING CAPACITY - MAX USE (BASKETBALL EVENT)JOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A3 MAIN GYM SEATING CAPACITY - MAX USE OPTION 2 - BASKETBALL DN DN UP UP UP 2 2 4 4 3 3 5 5 6 6 7 7 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 B B A A C C D D E E F F G G H H J J K K L L M M H1 H1 J1 J1 19 19 20 20 F1 F1 G1 G1 C1 C1 18 18 LAUNDRY RM. EQP. STOR. RR. WOMEN'S RR. MEN'S RR. AD101A A3 AD102A D1 MEN'S DRESSING RM. MEN'S FAC. DRESSING RM. EQP. STOR. STOR. EQP. ISSUE RM. VARSITY DRESSING RM. TRAINING RM.MECH. AD101A E5 CRAWL SPACE AD410 A5 FITNESS CENTER ALT. 1 & 2 AD101A A5 GENERAL DEMO NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER FOR RELOCATION OF ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. AREA OF CONSTRUCTION LEGEND SCALE:1/16" = 1'-0"A1 OVERALL LEVEL 1 (71'-0") DEMO PLAN2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:48:08 AMAD101 OVERALL LEVEL 1 (71'-0") DEMO PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 D E F G H J K H1 J1 19 20 F1 G1 C1 18 EQP. STOR. EQP. STOR. LAUNDRY RM. RR. MEN'S DRESSING RM. 02.1302.13 02.1402.20 WOMEN'S RR. MEN'S RR. 02.13 02.13 SAUNA 02.14 02.1302.13 02.14 02.14 02.1302.13 02.0202.02 4' - 8"02.21 02.22 9' - 4" TYP. 02.13 3' - 0"CONSTRUCTION LIMIT LINE02.13 02.14 02.14 14' - 0" 6' - 10 1/2"1' - 10" ALTERNATE BASE BID TRAINING ROOMMECH. VARSITY DRESSING RM.STOR.TO NEAREST STUD3' - 4"21' - 6"6' -10" HT.7' -2" HT.02.05 02.0502.0502.05 02.02 02.02 02.05 02.02 02.02 02.14 02.14 02.19 02.14 02.1302.13 02.14 02.14 02.14 02.22 TYP.CONSTRUCTION LIMIT LINE3' - 0"3' - 4"3' - 0"3' - 1"3' - 0"2' - 8"3' - 0"2' - 8"3' - 0"2' -6" A.F.F.,4' -8" HT.02.1202.12 02.12 02.12 CONSTRUCTION LIMIT LINE02.22 TYP. 02.19 TYP. 02.1202.12 11' - 10"2' - 0"6' - 2"21 22 23 D E F G H J K L H1 J1 F1 G1 C1 02.54 02.54 02.54 02.54 17 H J H1 02.02 02.05 MEN'S FAC. DRESSING RM. 02.02 TYP. 7' - 2" HT. 6' - 4" 02.13 02.22 02.03 02.22 TYP. CONCRETE SLAB DEMOLITION DEMO LEGEND WALL DEMOLITION GENERAL DEMO NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER TO RELOCATE ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. 2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:48:12 AMAD101A LEVEL 1 (71'-0") AREA DEMO PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A3 EXTG. EQUIP., LAUNDRY, AND DRESSING DEMO PLANS SCALE: 1/8" = 1'-0" A5 FITNESS CENTER DEMO PLAN SCALE: 1/8" = 1'-0" E5 EXTG. MEN'S FACULTY DRESSING ROOM DEMO PLAN 1 10/30/20 Addendum #1 02.02 EXISTING WALL TO REMAIN 02.03 EXISTING CONC. COLUMN 02.05 NEW WALL OPENING, REFER. TO HEIGHT & WIDTH DIM. 02.12 REMOVE EXISTING FLOORING 02.13 REMOVE EXISTING WALL 02.14 REMOVE EXISTING DOOR & HARDWARE, SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.19 REMOVE EXISTING PLUMBING FIXTURE, SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.20 REMOVE EXISTING WINDOWS SYSTEM & HARDWARE, SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.21 REMOVE EXISTING SHELVING SYSTEM, SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.22 REMOVE EXISTING LOCKERS, SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.54 REMOVE EXISTING MECH. DUCT, RTU, ETC., RE: MECH. DWG. DN DN DN UP DN UP 1 1 2 2 4 4 3 3 5 5 6 6 7 7 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 21 21 22 22 23 23 B B A A C C D D E E F F G G H H J J K K L M M H1 H1 J1 J1 19 19 20 20 F1 F1 G1 G1 C1 C1 18 18 WOMEN'S LOCKER RM. MEN'S LOCKER RM. AD102A A1 AD102A A5 AD102A C5 AD102A D1 AD102A D3 MAIN GYM PLATFORM STOR. STAIR 2-I STAIR 2-F 81' - 0" 91' - 0" TICKET TICKET 91' - 0"91' - 0" STAIR 2-X 84' - 4" GENERAL DEMO NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER FOR RELOCATION OF ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. AREA OF CONSTRUCTION LEGEND SCALE: 1/16" = 1'-0" A1 OVERALL LEVEL 2 (91'-0") DEMO PLAN2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:48:22 AMAD102 OVERALL LEVEL 2 (91'-0") DEMO PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 UP 13 14 15 16 17 F G H J K L H1 J1 19 20 F1 G1 18 5' - 7"9' - 0"02.17 02.17 02.1302.13 02.13 02.13 02.14 02.14 02.1302.13 02.16 02.1602.16 02.16 02.16 12' - 8 1/2"12' - 8 1/2" 02.4502.25 02.14 02.45 02.17 10' - 4"10' - 4" 02.1302.13 12' 8 1/2".12' - 8 1/2" 02.16 02.16 02.16 02.1702.17 1 1 ' - 5 " 02.66 02.66 02.1602.17 02.16 11' - 11"1 2 B C D E C1 MEN'S LOCKER ROOM 02.02 02.02 02.14 02.22 TYP. 02.13 02.1302.1302.14 02.13 3' - 6"CONSTRUCTION LIMIT LINE 4' - 0"CONSTRUCTION LIMIT LINE 11' - 6" 02.22 TYP. 4' - 0"1' - 3" TEMP. CONSTRUCTION ACCESS, OPENING EXACT LOCATION TO BE DETERMINED BY CONTRACTOR 02.12 7 B C D C1 WOMEN'S LOCKER ROOM02.13 02.22 TYP. 02.02 02.02 02.49 02.50 TYP. TYP. 02.02 02.13 02.14 02.49 TYP. TEMP. CONSTRUCTION ACCESS, OPENING EXACT LOCATION TO BE DETERMINED BY CONTRACTOR 12' - 0"4' - 4" 02.12 21 C D 19 20 C1 18 02.12 02.17 02.23 15' - 4" 02.14 02.14 02.18 02.16 02.05 1' - 8" 02.05 7' -6" HT. CONSTRUCTION LIMIT LINE4' - 5"7' - 5"02.14 02.24 02.67 ABOVE 14 15 B C D C1 RR. 81' - 0" 02.12 02.14 02.19 02.17 02.14 24' - 0"4' - 0"7' - 5"2' - 11"02.05 02.13 02.18 02.48 02.47 7' - 2" HT. 6' - 4"3' - 7" 84' - 4" 9' - 4" 4' - 11" CONSTRUCTION LIMIT LINE CONSTRUCTION LIMIT LINE 02.18 02.14 02.14 02.16 91' - 0"3' - 0"8"STORAGE 1B 02.67 ABOVE CONCRETE SLAB DEMOLITION DEMO LEGEND WALL DEMOLITION GENERAL DEMO NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER TO RELOCATE ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. 2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:48:28 AMAD102A LEVEL 2 (91'-0") AREA DEMO PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A1 MAIN GYM NORTH EXIT DEMO PLAN 02.02 EXISTING WALL TO REMAIN 02.05 NEW WALL OPENING, REFER. TO HEIGHT & WIDTH DIM. 02.12 REMOVE EXISTING FLOORING 02.13 REMOVE EXISTING WALL 02.14 REMOVE EXISTING DOOR & HARDWARE, SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.16 CUT EXISTING GUARDRAIL TO THE NEAREST POST 02.17 REMOVE EXISTING CONC. STEP/BLEACHER SEATING 02.18 REMOVE EXISTING STAIR 02.19 REMOVE EXISTING PLUMBING FIXTURE, SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.22 REMOVE EXISTING LOCKERS, SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.23 REMOVE EXISTING STOREFRONT SYSTEM 02.24 02.25 EXISTING STAIR TO REMAIN 02.45 EXISTING HOLLOW METAL STRUCTURAL COLUMN TO REMAIN 02.47 REMOVE EXISTING HEATER 02.48 REMOVE EXISTING ELEC. SERVICE BOX 02.49 REMOVE EXISTING TOILET PARTITION 02.50 REMOVE EXISTING SHOWER PARTITION 02.66 REMOVE EXISTING SEATS, PROTECT AND SALVAGE TO OWNER 02.67 REMOVE EXISTING ORGAN BOX SCALE: 1/8" = 1'-0" C5 EXTG. MEN'S LOCKER ROOM DEMO PLAN SCALE: 1/8" = 1'-0" A5 EXTG. WOMEN'S LOCKER ROOM DEMO PLAN SCALE: 1/8" = 1'-0" D3 MAIN GYM NEW SOUTHWEST EXIT DEMO PLAN SCALE: 1/8" = 1'-0" D1 MAIN GYM NEW SOUTHEAST EXIT DEMO PLAN 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 2 2 4 4 3 3 5 5 6 6 7 7 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 B B A A C C D D F F G G H H J J K K L L M M H1 H1 J1 J1 19 19 20 20 F1 F1 G1 G1 C1 C1 18 18 AD111A A5 AD111A E5 AD111A C5 AD410 A1 AD111A A1 ALT. 1 & 2 GENERAL DEMO NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER FOR RELOCATION OF ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. AREA OF CONSTRUCTION LEGEND2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:48:32 AMAD111 OVERALL LEVEL 1 (71'-0") DEMO REFLECTED CEILING PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/16" = 1'-0" A1 OVERALL LEVEL 1 (71'-0") DEMO RCP 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 17 H J H1 02.5602.56 D E F 19 20 F1 C1 18 02.56 02.56 02.56 02.56 02.15 TYP. 02.15 TYP. TYP. 02.15 02.56 02.56 02.57 TYP. 02.56 02.15 TYP. 02.15 TYP. 02.57 TYP. 02.09 SLOPED H J K H1 J1 19 20 G1 18 02.56 02.56 02.56 02.56 02.56 02.57 02.56 02.56 02.09 SLOPED02.09 SLOPED 02.09 SLOPED 21 22 23 24 25 26 27 28 29 D E F G H J K L H1 J1 F1 G1 C1 02.11 02.54 02.11 02.54 02.54 02.11 02.54 CEILING DEMOLITION DEMO CEILING LEGEND WALL DEMOLITION GENERAL DEMO NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER TO RELOCATE ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. 2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:48:36 AMAD111A LEVEL 1 AREA DEMO REFLECTED CEILING PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" E5 EXTG. MEN'S FACULTY DRESSING RM DEMO RCP SCALE: 1/8" = 1'-0" C5 EXTG. TRAINING & STUDENT DRESSING RMS DEMO RCP SCALE: 1/8" = 1'-0" A5 EXTG. EQUIP., LAUNDRY & DRESSING RMS DEMO RCP 02.09 EXISTING BEAM 02.11 REMOVE EXISTING CATWALKS, MECH. SUPPORT & PLATFORM 02.15 REMOVE EXISTING LIGHT FIXTURE, RE: ELEC. DWG. SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.54 REMOVE EXISTING MECH. DUCT, RTU, ETC., RE: MECH. DWG. 02.56 REMOVE EXISTING CEILING 02.57 REMOVE EXISTING MECH. EQUIPMENT, SALVAGE FOR REUSE, COOORDINATE W/ OWNER SCALE: 1/8" = 1'-0" A1 FITNESS CENTER DEMO RCP 2 11/05/20 Addendum #2 1 1 2 2 4 4 3 3 5 5 6 6 7 7 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 21 21 22 22 23 23 B B A A C C D D E E F F G G H H J J K K L L M M H1 H1 J1 J1 19 19 20 20 F1 F1 G1 G1 C1 C1 18 18 AD112A C5 AD112A A5 AD112A B1 AD112A B3 AD112A A1 GENERAL DEMO NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER FOR RELOCATION OF ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. AREA OF CONSTRUCTION LEGEND2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:48:42 AMAD112 OVERALL LEVEL 2 (91'-0") DEMO REFLECTED CEILING PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/16" = 1'-0" A1 OVERALL LEVEL 2 (91'-0") DEMO RCP 7 B C D C1 02.15 02.57 TYP. TYP. 02.57 TYP. 02.56 02.56 1 2 B C D E C1 02.56 02.56 02.56 02.57 02.57 02.15 TYP. TYP. TYP. C 19 20 C1 18 02.31 02.31 02.31 02.31 EXISTING STRUCTURAL BEAM, BO. ELE. 89' -1 1/2", VERIFY 02.60RE. FLOOR PLAN FOR NEW WALL @ THIS LOCATION 02.6002.60 ALTERNATE #5 14 15 B C D C1 02.31 02.56 02.56 02.56 EXISTING STRUCTURAL BEAM, BO. ELE. 89' -1 1/2", VERIFY CEILING DEMOLITION DEMO CEILING LEGEND WALL DEMOLITION GENERAL DEMO NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER TO RELOCATE ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. 13 14 15 16 17 L 19 2018 REFER TO ELECTRICAL PLANS 02.31 02.31 02.6002.60 02.6002.6002.60 02.6002.60 REFER TO SHEETS AE112B AND AE410 TO 414. ALTERNATE #1: ANY WORK RELATED TO CUSTODIAN ROOM 176 ON LEVEL 71'-0" @ GRIDS 17/J. ALTERNATE #2: ANY WORK RELATED TO EQUIPMENT ROOM 178 ON LEVEL 1 (71'-0") @ GRIDS 17/K. ALTERNATE #3: (2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING IN THESE 2 ROOMS. ALTERNATE #4: REMOVAL OF THE BASKETBALL STANDARDS IN THE FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT AND SALVAGE TO OWNER. NO DRAWINGS ARE INCLUDED IN THE CD. ALTERNATE #5: REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS WITH ELEC. DWGS. THIS ALTERNATE IS TO ACCOMMODATE THE 4" CONDUITS THAT ARE INCLUDED IN THE BASE BID. LIST OF ALTERNATES2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:48:46 AMAD112A LEVEL 2 (91'-0") AREA DEMO REFLECTED CEILING PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A5 EXTG. WOMEN'S LOCKER ROOM DEMO RCP SCALE: 1/8" = 1'-0" C5 EXTG. MEN'S LOCKER ROOM DEMO RCP SCALE: 1/8" = 1'-0" B3 MAIN GYM (NEW) SOUTHWEST EXIT DEMO RCP SCALE: 1/8" = 1'-0" B1 MAIN GYM (NEW) SOUTHEAST EXIT DEMO RCP 02.15 REMOVE EXISTING LIGHT FIXTURE, RE: ELEC. DWG. SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.31 EXISTING ACOUSTIC CEILING TILE 02.56 REMOVE EXISTING CEILING 02.57 REMOVE EXISTING MECH. EQUIPMENT, SALVAGE FOR REUSE, COOORDINATE W/ OWNER 02.60 REMOVED REUIRED CEILING PANELS AND FRAMING SYSTEM (IF REQ'D) FOR MECH., STRU., AND ARCH. WORK, PROTECT FOR REUSE; ALSO REFER TO MECH AND STRU. DWG. 2 11/05/20 Addendum #2 3 11/10/20 Addendum #3 SCALE: 1/8" = 1'-0" A1 (NEW) NORTH EXIT DEMO RCP 11 12 13 14 15 16 17 21 D E F G H J K L H1 J1 19 20 F1 G1 C1 18 02.31 02.31 02.31 02.31 02.31 02.31 02.60 02.60 TYP. RE. DEMO NOTE #6 TYP. RE. DEMO NOTE #6 TYP. RE. DEMO NOTE #6 02.60 CEILING DEMOLITION DEMO CEILING LEGEND WALL DEMOLITION GENERAL DEMO NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER TO RELOCATE ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. 2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:48:53 AMAD112B LEVEL 2 (91'-0") MAIN GYM DEMO REFLECTED CEILING PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A2 LEVEL 2 MAIN GYM DEMO RCP 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 02.31 EXISTING ACOUSTIC CEILING TILE 02.60 REMOVED REUIRED CEILING PANELS AND FRAMING SYSTEM (IF REQ'D) FOR MECH., STRU., AND ARCH. WORK, PROTECT FOR REUSE; ALSO REFER TO MECH AND STRU. DWG. 17 J K J1 02.02 02.1302.13 MEN'S DRESSING RM. 02.22 SIM. 02.02 8' - 4" ALTERNATE BASE BID 17 J K J1 ALTERNATE MEN'S DRESSING RM. BASE BID 02.56 02.5602.5602.56 CEILING DEMOLITION RCP DEMO LEGEND DEMOLITION NOTES A. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. B. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. C. DUST CONTAINMENT IS MANDATORY. D. COORDINATE WITH OWNER TO RELOCATE ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. E. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. F. MUST REFER TO STRU. AND ELEC. DWGS. FOR ACTUAL DEMOLITION BOUNDARY AND SCOPE. REPLACE CEILING TILES BACK TO THE ORIGINAL STATE AFTER FINAL COMPLETIO. 2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:48:56 AMAD410 LEVEL 1 (71'-0") DEMO PLANS - ALTERNATEJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" A5 EXTG. MEN'S DRESSING ROOM DEMO PLAN (ALT. 1 & 2) 02.02 EXISTING WALL TO REMAIN 02.13 REMOVE EXISTING WALL 02.22 REMOVE EXISTING LOCKERS, SALVAGE FOR REUSE, COORDINATE W/ OWNER 02.56 REMOVE EXISTING CEILING SCALE: 1/2" = 1'-0" A1 EXTG. MEN'S DRESSING ROOM DEMO RCP (ALT. 1 & 2) 1 2 B C D E C1 4' - 10"12' - 5"3' - 8"13' - 10"9' - 6"1' - 7"9' - 6" 10' - 11"11' - 1"14' - 7"TYP. 90' - 10" T.O. SLAB 16' - 8"12' - 7"8' - 4" 22.06 5' - 3"2' - 5" T.O. DRAIN 90'-11" T.O. DRAIN 90'-10 3/4" T.O. DRAIN 90'-11" T.O. DRAIN 90'-11"13' - 9"T.O. DRAIN 90'-11" T.O. DRAIN 90' -11" 4' - 6" T.O. DRAIN 90'-11 1/2" D1 AE500 TYP.9' - 0"5' - 4"5' - 2"5' - 0"8' - 10"47' - 6"10' - 0"8' - 10"5' - 5"5' - 3"6' - 0"7' - 10"6' - 5"4' - 9"4' - 0"34' - 5 1/2"38' - 10 1/2"03.04 T.O. DRAIN 90'-1 1/4" 7 10 B C D E C1 2' - 8"3' - 6"T.O.SLAB 22.06 TYP.4' - 8"5' - 0" 2' - 4"3' - 1" 3' - 0" 6' - 0"27' - 9"6' - 9"D1 AE500 33' - 2"4'- 0".34' - 9" 15' - 6"6' - 4"7' - 3"3' - 6"11' - 4"4' - 1"14' - 0"4' - 0"22.06 03.04 90' - 10"91' - 0" EXTG. CONC. 21 22 D E F G H J K H1 J1 19 20 F1 G1 C1 18 3' - 6"10' - 0"7' - 3"7' - 7"11' - 2"6' - 10"12' - 10 1/2" 7"12' - 3"3' - 9"2' - 10"17' - 6"4' - 0"6' - 6"10' - 9" 2' - 0"2' - 0"T.O.D. 71'-8"4' - 7"T.O. DRAIN 71'-0" T.O. DRAIN 71'-0" 71' - 8" T.O. SLAB T.O.S. T.O SLAB 70' -10 1/2" D1 AE500 4' - 0"71' - 0" EXTG. CONC. EXTG. CONC. 71' - 0" 03.042"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:48:59 AMAE100 LEVEL 1 (71'-0") & LEVEL 2 (91'-0") SLAB PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A1 LEVEL 2 MEN'S LOCKER RM. SLAB PLAN SCALE: 1/8" = 1'-0" A3 LEVEL 2 WOMEN'S LOCKER RM. SLAB PLAN 03.04 CONC. SLAB ON GRADE 22.06 FLOOR OR TRENCH DRAIN, RE. PLUMBING DWG. SCALE: 1/8" = 1'-0" A5 LEVEL 1 LAUNDRY ROOM, WOMEN'S & MEN'S RESTROOM SLAB PLAN 1 10/30/20 Addendum #1 DN UP UP UP 2 2 4 4 3 3 5 5 6 6 7 7 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 B B A A C C D D E E F F G H J K L L M M H1 H1 J1 J1 19 19 20 20 F1 F1 G1 G1 C1 C1 AE101A A5 21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"62' - 4"19' - 9"1' - 1"22' - 10"17' - 0"17' - 0"22' - 8"22' - 8"39' - 8"17' - 0"22' - 10"1' - 1"21' - 7"21' - 0"22' - 4"22' - 4"22' - 4"22' - 4"22' - 8"20' - 4"21' - 0"11' - 0"9' - 9"21' - 3"21' - 0"4"20' - 8"5' - 6"15' - 6"10' - 8"10' - 4"15' - 10"5' - 2"21' - 0"33' - 8"18 18 WOMEN'S 181 MEN'S 183 LAUNDRY RM. 180 FITNESS CENTER 182 ACTIVITY STOR. 177 CUSTODIAN 176 178 EQUIP. RM.179 NEW WELLNESS CENTER MECH. 190 ACTIVITY STOR. 191 SPINNING RM. 189 AE101A A2 AE101A A3 HW. 1-D CRAWL SPACE AE102B A2 AE410 A5 71' - 0" 79' - 0" AE411 A5 ABOVE @ MAIN GYM CUSTODIAN OFFICE 175 AF100 D3 AF100 D5 AF100 D6 ALT. 1 ALT. 2 AE410 A3 AE411 A3 76' - 4" AREA OF CONSTRUCTION LEGEND REFER TO SHEETS AE112B AND AE410 TO 414. ALTERNATE #1: ANY WORK RELATED TO CUSTODIAN ROOM 176 ON LEVEL 71'-0" @ GRIDS 17/J. ALTERNATE #2: ANY WORK RELATED TO EQUIPMENT ROOM 178 ON LEVEL 1 (71'-0") @ GRIDS 17/K. ALTERNATE #3: (2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING IN THESE 2 ROOMS. ALTERNATE #4: REMOVAL OF THE BASKETBALL STANDARDS IN THE FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT AND SALVAGE TO OWNER. NO DRAWINGS ARE INCLUDED IN THE CD. ALTERNATE #5: REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS WITH ELEC. DWGS. THIS ALTERNATE IS TO ACCOMMODATE THE 4" CONDUITS THAT ARE INCLUDED IN THE BASE BID. LIST OF ALTERNATES SCALE: 1/16" = 1'-0" A1 OVERALL LEVEL 1 (71'-0") FLOOR PLAN2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:49:03 AMAE101 OVERALL LEVEL 1 (71'-0") FLOOR PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 H J K H1 J1 19 20 G1 18 WOMEN'S 181 MEN'S 183 1815' - 3"4' - 7"16' - 5"13' - 5"4' - 1"5' - 0"180 P3S P3S P3S P3S P3S P3S P3S 9' - 8"ALIGN 180 LAUNDRY RM.D P3S ALIGN 179A SORT & ASSEMBLE 179A WELLNESS CTR OFFICE 179B WELLNESS CTR OFFICE 179C WELLNESS CTR OFFICE 179D P3S P3S P3S P3S P3S ALIGN ALIGN 5' - 7"10' - 10"W A1 AE301 C1 AE301 A1 AE302 P3S 179D 179 179C179B 176 177 178 ACTIVITY STOR. 177 CUSTODIAN 176 EQUIP. RM. 178 183 CUSTODIAN OFFICE 175 11' - 0"11' - 0"11' - 0" ALIGN 1' - 6" P6S W D 17503.08 P3S P3S C/L AE500 E2 7' - 0" C3 AE400 C5 7' - 6"8' - 6" 71' - 0" 71' - 8" 183A 3' - 4"6' - 9"3' - 3"8" ALTERNATE 1 RE. AE410 ALTERNATE 2 RE. AE411 D E F 19 20 F1 C1 18 190 MECH. 190 ACTIVITY STOR. 191 P3S CMU12 P6S ALIGN ALIGN 189 SPINNING RM. A1 AE301 C1 AE301 190A 191 189 9' - 4"11' - 2"5' - 2"CMU12 ELEC. PANELelec panel A A A P3S Concrete Slab on Grade - 4" 190B 189A P3S STOR. 190B 11' - 6"STOR. 189A 17 H J H1 ACTIVITY STOR. 177 CMU12 A1 AE302 177 OWNER PROVIDED/REPURPOSED 2-TIER LOCKER 2-TIER 'Z' LOCKER 3 TIER LOCKER LOCKER LEGENDS GENERAL LOCKER NOTES A. ALL LOCKERS TO BE SET ON A CMU BASE B. SLOPE THE FLOOR TO DRAIN C. REFER TO MECH. DWGS FOR VENTED LOCKER LOCATIONS2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:49:08 AMAE101A LEVEL 1 (71'-0") AREA PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A5 RESTROOMS & WELLNESS CENTER FLOOR PLANS SCALE: 1/8" = 1'-0" A3 ACTIVITY STORAGE 189A & SPINNING RMS. FLOOR PLANS SCALE: 1/8" = 1'-0" A2 ACTIVITY STORAGE 177 FLOOR PLAN 03.08 8" CONCRETE HOUSEKEEPING PAD WITH 1/2" CHAMFER 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 UP DN UP UP DN DN 1 1 2 2 4 4 3 3 5 5 6 6 7 7 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 21 21 22 22 23 23 24 24 B B A A C C D D E E F F G G H H J J K K L L M M H1 H1 J1 J1 19 19 20 20 F1 F1 G1 G1 C1 C1 AE102A C5 AE102A C5 AE102B A2 52' - 2"21' - 8"21' - 8"21' - 8"21' - 8"21' - 8"62' - 4"19' - 9"1' - 1"22' - 10"17' - 0"17' - 0"22' - 8"22' - 8"39' - 8"17' - 0"22' - 10"1' - 1"21' - 7"21' - 0"20' - 4"21' - 0"11' - 0"9' - 9"21' - 3"21' - 0"4"20' - 8"5' - 6"15' - 6"10' - 8"10' - 4"15' - 10"5' - 2"21' - 0"33' - 8"8' - 0"AE102A C1 AE102A C3 18 18 207A MEN'S EMP. LOCKER RM. 261 WOMEN'S STUDENT LOCKER RM. MAIN GYM 250A STAIR 2-Y VEST. 2-U STAIR 2-T STAIR 2-S STAIR 2-X STORAGE 211 81' - 0" 84' - 4" 91' - 0" 91' - 0" 91' - 0" 207 MEN'S STUDENT LOCKER RM. 261A WOMEN'S EMPLOYEE LOCKER RM. AF100 A3 220 TICKET OFFICE E003 NORTH EXIT RR. 212 SW. EXIT E001E002 SE. EXIT AE102A A1 AF100 D1 AF100 A1 AREA OF CONSTRUCTION LEGEND REFER TO SHEETS AE112B AND AE410 TO 414. ALTERNATE #1: ANY WORK RELATED TO CUSTODIAN ROOM 176 ON LEVEL 71'-0" @ GRIDS 17/J. ALTERNATE #2: ANY WORK RELATED TO EQUIPMENT ROOM 178 ON LEVEL 1 (71'-0") @ GRIDS 17/K. ALTERNATE #3: (2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING IN THESE 2 ROOMS. ALTERNATE #4: REMOVAL OF THE BASKETBALL STANDARDS IN THE FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT AND SALVAGE TO OWNER. NO DRAWINGS ARE INCLUDED IN THE CD. ALTERNATE #5: REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS WITH ELEC. DWGS. THIS ALTERNATE IS TO ACCOMMODATE THE 4" CONDUITS THAT ARE INCLUDED IN THE BASE BID. LIST OF ALTERNATES SCALE: 1/16" = 1'-0" A1 OVERALL LEVEL 2 FLOOR PLAN2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:49:17 AMAE102 OVERALL LEVEL 2 (91'-0") FLOOR PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 1 10/30/20 Addendum #1 UP DN DN UP 1 2 B C D E C1 207D 207F 207B P3 P3 P3 P3 P3S STORAGE 207D 207A MEN'S EMP. LOCKER RM. 207A 11' - 3" 207C 207 MEN'S STUDENT LOCKER RM. ALIGN 5' - 3 1/2" P3S 7' - 10"4' - 11"14' - 8"3' - 0"P3 AE400 A35' - 6"2' - 3"5' - 6"2' - 3"5' - 6"2' - 3"6' - 6"2' - 3"6' - 6"2' - 3"6' - 6"2' - 3"6' - 6"2' - 3"6' - 9"1' - 0"6' - 3"2' - 1"5' - 8"2' - 3"6' - 6"2' - 3"6' - 6"2' - 3"6' - 6"1' - 3" C3 TYP. 10.08 4' - 6" 06.02 SIM. A4 AE500 A1 AE500 A3 AE500 C3 AE500 6' - 6"2' - 3"6' - 6"2' - 3"6' - 6"2' - 3"6' - 6"1' - 6"1' - 4" AE414 D6 7' - 6"1' - 5" 7' - 6"2' - 3"6' - 6"1' - 5" P3 1' - 4"12' - 9"11' - 1"11' - 1"10' - 5"1' - 6"11.04 11.04 STEAM ROOM ALT. 3 5' - 0 1/2" 207E P3 P3 P3 P3 P3 C2 AE500 C2 AE500 C3S C3S 4' - 11"1' - 5"16' - 1"4' - 3"6' - 3"3' - 5"10' - 7"10' - 0"4' - 7"6' - 4"C3C3 C2S 05.18 ABOVE EXISTING WALL P3S 5' - 5 1/2"5' - 0"5' - 1"8' - 1" 7 10 B C D E C1 5' - 5"10' - 8"10' - 8"4' - 2"4' - 2"11' - 10"5' - 1"16' - 2"11' - 0"2' - 8" 261B P3 STORAGE 261E 261 WOMEN'S STUDENT LOCKER RM. 261A 261C 261A WOMEN'S EMPLOYEE LOCKER RM. 261F NURSING 261B P3 261D NURSING 261D P3 TYP. HT. 8' -0" AE400 A5 1' - 3"7' - 6"2' - 3"5' - 7"2' - 3"6' - 6"2' - 3"6' - 6"2' - 3"6' - 6" 11.04 SIM. 3' - 0" 4' - 4" P6 10.08 SIM. 06.02 10.09 SIM. TYP.261EALIGN AE414 A6 ALIGN 4' - 0"1' - 3"7' - 7"2' - 2"5' - 10"2' - 2"6' - 7"2' - 2"6' - 7"2' - 2"7' - 7"11"1' - 3"2' - 10"7' - 2" 1' - 4" 8' - 1"5' - 1" 10.10 2' - 1" STEAM ROOM ALT. 3 3' - 0"1' - 6" 261G 261H 1' - 6"1' - 8" C1 C3S C3 C3 13 14 15 B A C D C1 A1 AE300 C1 AE300 1" / 1'-0"1" / 1'-0"15' - 2 1/2"ALIGN DN.DN. ALIGN 210 STORAGE 211 RR. 212 211 CMU12 STAIR S003 1' - 0"4' - 7"81' - 10" SE. EXIT E002 81' - 0"6' - 2"84' - 4" CMU6 E002 P3S CMU12 ALIGN P6S P3S 5' - 1" ALIGN 3' - 8" 9' - 7 1/2" C3 03.0603.06 AE401 A3 C5 AE300 212 AE500 D2 PLATFORM 210 A1 AE401 E3 AE401 213 E3 AE600 P6S-2 03.09 TYP. 02.178"17 21 B C D E 19 20 C1 18 AL1 81' - 0" P6S-2 CHAIR STOR. 290 A1 AE301 C1 AE301 SW. EXIT E001 E001 81' - 0" STAIR S001 CMU12 200 CMU12 03.0603.06 AE401 A5 200A 200B 200C STAIR S002 A5 AE301 HW. 2-B HW. 2-A PLATFORM 210 STOR. 200 P6S-2 8' - 10" 200D AE112A C3 OWNER PROVIDED/REPURPOSED 2-TIER LOCKER 2-TIER 'Z' LOCKER 3 TIER LOCKER LOCKER LEGENDS 13 14 15 16 17 L 19 2018C1 AE301 CON6 CON6 S004STAIR S004 ALIGN ALIGN 7' - 7"7' - 0"5' - 1"5' - 1"7' - 0"7' - 7" P6SP6S P6S C3 E003 NORTH EXIT E003A E003B E003C E003D E003E E003K E003J E003H E003G E003F 2' - 6"ALIGN ALIGN 2' - 5"AE501 A1 P6S 220A220B220 TICKET OFFICE DISPLAY 221 A5 AE502 ALIGN W/ WOOD PANELING ABOVE A3 AE502 C3 AE502 AE501 A1 SIM. O.P.P. 05.16 05.16 GENERAL LOCKER NOTES A. ALL LOCKERS TO BE SET ON A CMU BASE B. SLOPE THE FLOOR TO DRAIN C. REFER TO MECH. DWGS FOR VENTED LOCKER LOCATIONS REFER TO SHEETS AE112B AND AE410 TO 414. ALTERNATE #1: ANY WORK RELATED TO CUSTODIAN ROOM 176 ON LEVEL 71'-0" @ GRIDS 17/J. ALTERNATE #2: ANY WORK RELATED TO EQUIPMENT ROOM 178 ON LEVEL 1 (71'-0") @ GRIDS 17/K. ALTERNATE #3: (2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING IN THESE 2 ROOMS. ALTERNATE #4: REMOVAL OF THE BASKETBALL STANDARDS IN THE FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT AND SALVAGE TO OWNER. NO DRAWINGS ARE INCLUDED IN THE CD. ALTERNATE #5: REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS WITH ELEC. DWGS. THIS ALTERNATE IS TO ACCOMMODATE THE 4" CONDUITS THAT ARE INCLUDED IN THE BASE BID. LIST OF ALTERNATES2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:49:25 AMAE102A LEVEL 2 (91'-0") AREA PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" C5 MEN'S LOCKER ROOM FLOOR PLAN SCALE: 1/8" = 1'-0" A5 WOMEN'S LOCKER ROOM FLOOR PLAN SCALE: 1/8" = 1'-0" C1 MAIN GYM SOUTHEAST EXIT FLOOR PLAN SCALE: 1/8" = 1'-0" C3 MAIN GYM SOUTHWEST EXIT FLOOR PLAN 02.17 REMOVE EXISTING CONC. STEP/BLEACHER SEATING 03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR. DWG. 03.09 CAST IN PLACE CONCRETE STEP, RE. STRU. DWG. 05.16 METAL RAILING W/ GLAZING PANEL 05.18 4" C H METAL STUD ON TOP OF EXISTING WALL TO DECK; INSULATION, 5/8" ON BOTH SIDES. ALIGN INSIDE FACE WITH WALL TYPE C2S BELOW 06.02 SOLID SURFACE COUNTERTOP 10.08 ADA BENCH 10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE OF EXISTING 10.10 SOLID PLASTIC LOCKER W/ BENCH, REFER TO AE102A FOR 2 OR 3 TIER STYLE LOCATIONS 11.04 SPIN DRYER PROVIDED BY OWNER SCALE: 1/8" = 1'-0" A1 MAIN GYM NORTH EXIT FLOOR PLAN 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 4 Date 4 ASI #1 UP DN 11 12 13 14 15 16 17 21 22 C D E F G H J K L H1 J1 19 20 F1 G1 C1 A1 AE300 C1 AE300 18 2' - 4"7' - 0 1/2"MAIN GYM 250A91' - 0"91' - 0" 91' - 0" 91' - 0"91' - 0" P6S-2 P6S-2 A1 AE301 C1 AE301 A1 AE302 SW. EXIT E001 05.114' - 0"81' -0"25' - 0"2' - 8"24' - 2"03.09 03.09 POUR CONC. FLUSH WITH GYM FLOOR 10' - 6" REFER TO STRUCTURAL DWG. FOR STRUCTURAL REINFORCEMENT UNDER THE MAIN FLOOR 02.55 A6 AE302 ADA SEATING AREA ADA SEATING AREA 05.14 7' - 0 1/2"C5 AE500 5' - 1"C5 AE500 C5 AE500 D1 AE402 D2 AE402 A1 AE401 AE402 B1 AE402 B1 A5 AE402 AE402 A1 10' - 6"2' - 4"A2 AE501 A1 AE702 03.06 E3 AE600 A5 AE501 A5 AE501 A5 AE501 A5 AE501 A5 AE501 A5 AE501 A5 AE402 A5 AE501 A5 AE501 A5 AE501 05.11 05.11 05.11 05.11 05.1105.11 05.1105.11 03.06 05.11 05.11 05.1105.11 05.1105.11 05.11 05.1105.11 05.11 AE702 D1 AE702 D1 05.1605.16 05.16 05.16 03.09 03.0903.09 D1 AE402 20' - 3"05.1605.16 05.16 POUR CONC. FLUSH WITH GYM FLOOR2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:49:30 AMAE102B LEVEL 2 (91'-0") AREA PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A2 MAIN GYM FLOOR PLAN 02.55 EXISTING SOUND BOOTH 03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR. DWG. 03.09 CAST IN PLACE CONCRETE STEP, RE. STRU. DWG. 05.11 METAL RAILING 05.14 METAL ROOF LADDER 05.16 METAL RAILING W/ GLAZING PANEL 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 11 12 13 14 15 16 17 21 D E F G H J K L H1 J1 19 20 F1 G1 C1 18 TOP CURTAIN HEAD RAIL 109' -0" TOP CURTAIN HEAD RAIL 109' -0" TOP CURTAIN HEAD RAIL 109' -0" TOP CURTAIN HEAD RAIL 109' -0" BO. CATWALKS 113' -2" BO. CATWALKS 113' -2" BO. CATWALKS 116' -8" 12.05 02.10 12.05 02.10 12.05 02.10 12.05 02.102"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:49:33 AMAE103 EXISTING CATWALK FLOOR PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A2 EXISTING CATWALK PLAN 02.10 EXISTING CATWALKS TO REMAIN 12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND STRU. DWGS. FOR CONNECTION AND SUPPORT 2 2 4 4 3 3 5 5 6 6 7 7 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 B B A A C C D D E E F F G G H H J J K K L L M M H1 H1 J1 J1 19 19 20 20 F1 F1 G1 G1 C1 C1 18 18 AE104A A3 AREA OF CONSTRUCTION LEGEND2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:49:38 AMAE104 OVERALL ROOF PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/16" = 1'-0" A1 OVERALL ROOF PLAN 21 22 23 24 25 26 27 28 29 D E F G H J K L H1 J1 F1 G1 C1 A1 AE504 07.06 07.06 1/2" PER 12"1/2" PER 12"SLO PESLOPE 1/2" PER 12"1/2" PER 12"SLOPESLOPE23.03 23.03 RIDGE 07.0407.04 A3 AE504 07.05 07.05 TYP. TYP. 07.05 TYP. TYP. A3 AE504 TYP. 02.53 TYP. 02.6502.65 02.53 02.6502.65 TYP. TYP. 08.08 B BB B 08.08 B B B B B B B B B A5 AE504 A5 AE504 23.01 ROOF TRAFFIC PAD GENERAL ROOF LEGEND NEW CRICKET GENERAL ROOF NOTES A. REFER TO AE504 FOR TYPICAL ROOF DETAILS. 2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:49:41 AMAE104A ROOF AREA PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A3 FITNESS CENTER ROOF PLAN 02.53 EXISTING ROOF DRAIN 02.65 REMOVE EXISTING GUARDRAIL, SALVAGE FOR REUSE 07.04 PATCH AND REPAIR EXTG. ROOFING AS REQ'D 07.05 3' WIDE FULLY ADHERED TRAFFIC MEMBRANE, MATERIAL TO BE COMPATIBLE WITH EXISTING ROOF MATERIAL 07.06 1/2" PER 12" SLOPE CRICKET, SUBMIT SHOP DRAWING FOR APPROVAL PRIOR TO DEMOLITION 08.08 DOME SKYLIGHT ON EXISTING RTU CURB 23.01 MECH. DUCT 23.03 MECH. RTU, RE. MECH. DWG. ACTUAL DIMENSION PROTECT EXISTING ROOF 2 11/05/20 Addendum #2 2 43 5 6 7 10 11 12 13 14 15 16 17 21 22 23 24 25 26 27 28 29 B A C D E F G H J K L M H1 J1 19 20 F1 G1 C1 18 AE111A A5 MEN'S 183 WOMEN'S 181 LAUNDRY RM. 180 FITNESS CENTER 182 STAIR 1-A CUSTODIAN 176 EQUIP. RM. 178 179 NEW WELLNESS CENTER ACTIVITY STOR. 177 AE111A E5 AE111A C5 SPINNING RM. 189 ACTIVITY STOR. 191 MECH. 190 AE410 C5 AE411 C5 AE111A A1 AREA OF CONSTRUCTION LEGEND A. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF LIGHT FIXTURES AND ELECTRICAL DRAWINGS FOR QUANTITY AND TYPE OF FIXTURES. B. ELECTRICAL AND MECHANICAL SUBCONTRACTORS TO COORDINATE WORK WITH SPRINKLER CONTRACTOR TO AVOID CONFLICTS IN FIELD. C. PATCH & REPAIR CEILINGS AS NEEDED FOR NEW FINISH. D. PROVIDE ACCESS TO ALL CLEANOUTS. E. PROVIDE ACCESS TO ALL CONTROLS/VALVES. F. CONTRACTOR TO REVIEW CEILING PLANS AND NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS DUCTWORK, PIPE WORK, ELECTRICAL, AND ETC. BEFORE PROCEEDING WITH WORK. G. FIRE RATED CEILING ASSEMBLIES TO BE CONTINUOUS. SEE DETAILS FOR RATED ASSEMBLIES AND DROP CEILING. GENERAL LEGEND CEILING LEGEND SURFACE MOUNTED FLUORESCENT OR LED FIXTURE MECHANICAL FIXTURES FIRE SPRINKLERS RECESSED LIGHT WALL MOUNTED FLUORESCENT OR LED FIXTURE XTG FINISH A CEILING HEIGHT CEILING TYPE CEILING FINISH XTG = EXISTING CEILING HEIGHT SEE SHEET AE610 FOR FINISH LEGEND CEILING TYPES: A = GYPSUM BOARD B = ACOUSTIC CEILING TILES C = OPEN TO STRUCTURE D = PORCELAIN TILE X = EXISTING FINISH TO REMAIN 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:49:45 AMAE111 OVERALL LEVEL 1 REFLECTED CEILING PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/16" = 1'-0" A1 OVERALL LEVEL 1 (71'-0") REFLECTED CEILING PLAN 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 H J K H1 J1 19 20 G1 18 A7'-1" C4 A9'-0" C4 A9'-0" C4 A9'-0" C4 MEN'S 183 WOMEN'S 181 LAUNDRY RM. 180 B9'-0" C2 B9'-0" C2 B9'-0" C2 B9'-0" C2 B7'-1" C2 B9'-0" C3 B9'-0" C3 B9'-0" C3 B9'-0" C3 B9'-0" C3 179 NEW WELLNESS CENTER SORT & ASSEMBLE 179A WELLNESS CTR OFFICE 179B WELLNESS CTR OFFICE 179C WELLNESS CTR OFFICE 179D 02.09 (SLOPED) SIM. CUSTODIAN OFFICE 175 B9'-0" C3 REFER TO ELECTRICAL PLANS D E F 19 20 F1 C1 18 MECH. 190 191 ACTIVITY STOR. 189 SPINNING RM. 02.09 (SLOPED) XTG C5 CXTG C5 C XTG C5 C STOR. 189A XTG C5 C REFER TO ELECTRICAL PLANS STOR. 190B 9'-0"XTG C C5 17 H J H1 B7'-1" C3 ACTIVITY STOR. 177 REFER TO ELECTRICAL PLANS CEILING LEGEND SURFACE MOUNTED FLUORESCENT OR LED FIXTURE MECHANICAL FIXTURES FIRE SPRINKLERS RECESSED LIGHT WALL MOUNTED FLUORESCENT OR LED FIXTURE XTG FINISH A CEILING HEIGHT CEILING TYPE CEILING FINISH XTG = EXISTING CEILING HEIGHT SEE SHEET AE610 FOR FINISH LEGEND CEILING TYPES: A = GYPSUM BOARD B = ACOUSTIC CEILING TILES C = OPEN TO STRUCTURE D = PORCELAIN TILE X = EXISTING FINISH TO REMAIN 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE CEILING FINISH LEGEND A -GYPSUM C -OPEN TO STRUCTURE B -ACOUSTIC CEILING TILE D -PORCELAIN TILE A. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF LIGHT FIXTURES AND ELECTRICAL DRAWINGS FOR QUANTITY AND TYPE OF FIXTURES. B. ELECTRICAL AND MECHANICAL SUBCONTRACTORS TO COORDINATE WORK WITH SPRINKLER CONTRACTOR TO AVOID CONFLICTS IN FIELD. C. PATCH & REPAIR CEILINGS AS NEEDED FOR NEW FINISH. D. PROVIDE ACCESS TO ALL CLEANOUTS. E. PROVIDE ACCESS TO ALL CONTROLS/VALVES. F. CONTRACTOR TO REVIEW CEILING PLANS AND NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS DUCTWORK, PIPE WORK, ELECTRICAL, AND ETC. BEFORE PROCEEDING WITH WORK. G. FIRE RATED CEILING ASSEMBLIES TO BE CONTINUOUS. SEE DETAILS FOR RATED ASSEMBLIES AND DROP CEILING. GENERAL CEILING NOTES 2122 23 24 25 26 27 28 29 D E F G H J K L H1 J1 F1 G1 C1 FITNESS CENTER 182 9'-0" C5 XTG REFER TO ELECTRICAL PLANS2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:49:49 AMAE111A LEVEL 1 (71'-0") AREA REFLECTED CEILING PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 02.09 EXISTING BEAM SCALE: 1/8" = 1'-0" A5 RESTROOMS, LAUNDRY ROOM & NEW WELLNESS CTR. RCP SCALE: 1/8" = 1'-0" C5 ACTIVITY STORAGE 189A & SPINNING CLASSROOM RCP SCALE: 1/8" = 1'-0" E5 ACTIVITY STORAGE 177 RCP SCALE: 1/8" = 1'-0" A1 FITNESS CENTER RCP C 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 S S S S S S S S S S S S S S S S 1 1 2 2 4 4 3 3 5 5 6 6 7 7 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 21 21 22 22 23 23 B B A A C C D D E E F F G G H H J J K K L L M M H1 H1 J1 J1 19 19 20 20 F1 F1 G1 G1 C1 C1 18 18 250A MAIN GYM MEN'S STUDENT LOCKER RM. 207 MEN'S EMP. LOCKER RM. 207A WOMEN'S STUDENT LOCKER RM. 261 WOMEN'S EMP. LOCKER RM. 261A AE112A C5 AE112A A5 AE112B A2 AE112A C1 AE112A C3 NURSING 261D NURSING 261D AREA OF CONSTRUCTION LEGEND A. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF LIGHT FIXTURES AND ELECTRICAL DRAWINGS FOR QUANTITY AND TYPE OF FIXTURES. B. ELECTRICAL AND MECHANICAL SUBCONTRACTORS TO COORDINATE WORK WITH SPRINKLER CONTRACTOR TO AVOID CONFLICTS IN FIELD. C. PATCH & REPAIR CEILINGS AS NEEDED FOR NEW FINISH. D. PROVIDE ACCESS TO ALL CLEANOUTS. E. PROVIDE ACCESS TO ALL CONTROLS/VALVES. F. CONTRACTOR TO REVIEW CEILING PLANS AND NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS DUCTWORK, PIPE WORK, ELECTRICAL, AND ETC. BEFORE PROCEEDING WITH WORK. G. FIRE RATED CEILING ASSEMBLIES TO BE CONTINUOUS. SEE DETAILS FOR RATED ASSEMBLIES AND DROP CEILING. GENERAL LEGEND CEILING LEGEND SURFACE MOUNTED FLUORESCENT OR LED FIXTURE MECHANICAL FIXTURES FIRE SPRINKLERS RECESSED LIGHT WALL MOUNTED FLUORESCENT OR LED FIXTURE XTG FINISH A CEILING HEIGHT CEILING TYPE CEILING FINISH XTG = EXISTING CEILING HEIGHT SEE SHEET AE610 FOR FINISH LEGEND CEILING TYPES: A = GYPSUM BOARD B = ACOUSTIC CEILING TILES C = OPEN TO STRUCTURE D = PORCELAIN TILE X = EXISTING FINISH TO REMAIN 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:49:57 AMAE112 OVERALL LEVEL 2 (91'-0") REFLECTED CEILING PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/16" = 1'-0" A1 OVERALL LEVEL 2 (91'-0") REFLECTED CEILING PLAN 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 14 15 B C D C1 NO ARCH. WORK PERFORMED IN THE GREY AREA, 02.31 STORAGE 211 SE. EXIT E002 RR. 212 B8'-1" C3 B9'-0" C3 A11'-1" C4 REFER TO ELECTRICAL PLANS C 19 20 C1 18 CHAIR STOR. 290 HW. 2-A SW. EXIT E001 HW. 2-B 02.31 02.31 02.31 02.31 B8'-1" C2 REFER TO ELECTRICAL PLANS B8'-8" C3 AS REQ'D 02.31 2' - 11"8' - 0"8' - 0"8' - 0"3' - 1"4' - 7"ALTERNATE #5 09.28 7 10 B C D C1 A9'-0" C4 8'-0"D C6 261 WOMEN'S STUDENT LOCKER RM. 261A WOMEN'S EMPLOYEE LOCKER RM. A9'-0" C4 STORAGE 261E NURSING 261B A9'-0" C4 NURSING 261D A9'-0" C4 REFER TO ELECTRICAL PLANS2' - 4"2' - 8"10' - 0" 4' - 6"8' - 0"8' - 9"8' - 9" 4' - 6"4' - 6"EQEQ3' - 6"7' - 3"3' - 0"7' - 0"7' - 0"2' - 8"10' - 0"2' - 0"EQ EQ EQEQEQEQEQ EQ 8' - 9"8' - 3"8' - 9"8' - 9"4' - 6"7' - 0"3' - 6"8' - 0"8' - 9"8' - 9"8' - 8" 3' - 4"6' - 5"EQ EQ4' - 0"5' - 0"8' - 10"8' - 5"8' - 9"9' - 2"6' - 6"EQ EQ EQEQEQEQEQ EQ EQEQEQ EQ AE414 A5 STEAM ROOM ALT. 3 26.05 TYP. TYP. 26.05 EQ EQ 1 2 B C D E C1 8'-0" D C6 A9'-0" C4 STORAGE 207D 207 MEN'S STUDENT LOCKER RM. 207A MEN'S EMP. LOCKER RM. A9'-0" C4 REFER TO ELECTRICAL PLANS 08.02 26.05 TYP. 26.05 TYP. 26.05 TYP. AE414 D5 STEAM ROOM ALT. 3 8' - 0"8' - 4"8' - 9"8' - 9"4' - 6"2' - 6"7' - 9"8' - 9"8' - 9"8' - 10"EQEQEQ EQ EQ EQEQEQ 8' - 9"8' - 9"8' - 9"4' - 6"7' - 4"4' - 0"7' - 9"7' - 9"8' - 3"8' - 9"8' - 9"8' - 9"8' - 10"7' - 0" EQ EQEQEQ2' - 8"5' - 4" 5' - 4"10' - 4"3' - 0"10' - 4"3' - 0 1/2"5' - 4"2' - 8" 3' - 8"7' - 2"7' - 2" 7' - 2"7' - 2"3' - 8"4' - 11 1/2"5' - 0"5' - 4"6' - 0"EQ EQ 5' - 4"9' - 2"5' - 10"5' - 4"9' - 2" 2' - 3" 5' - 6"2' - 10"EQEQ4' - 6"13 14 15 16 17 L 19 2018 REFER TO ELECTRICAL PLANS B8'-10" C3 B9'-0" C3 B9'-0" C3 26.05 26.05 TYP. TYP. NORTH EXIT E003 DISPLAY 221 TICKET OFFICE 220 02.31 02.31 A. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF LIGHT FIXTURES AND ELECTRICAL DRAWINGS FOR QUANTITY AND TYPE OF FIXTURES. B. ELECTRICAL AND MECHANICAL SUBCONTRACTORS TO COORDINATE WORK WITH SPRINKLER CONTRACTOR TO AVOID CONFLICTS IN FIELD. C. PATCH & REPAIR CEILINGS AS NEEDED FOR NEW FINISH. D. PROVIDE ACCESS TO ALL CLEANOUTS. E. PROVIDE ACCESS TO ALL CONTROLS/VALVES. F. CONTRACTOR TO REVIEW CEILING PLANS AND NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS DUCTWORK, PIPE WORK, ELECTRICAL, AND ETC. BEFORE PROCEEDING WITH WORK. G. FIRE RATED CEILING ASSEMBLIES TO BE CONTINUOUS. SEE DETAILS FOR RATED ASSEMBLIES AND DROP CEILING. GENERAL CEILING NOTES CEILING FINISH LEGEND A -GYPSUM C -OPEN TO STRUCTURE B -ACOUSTIC CEILING TILE D -PORCELAIN TILE CEILING LEGEND SURFACE MOUNTED FLUORESCENT OR LED FIXTURE MECHANICAL FIXTURES FIRE SPRINKLERS RECESSED LIGHT WALL MOUNTED FLUORESCENT OR LED FIXTURE XTG FINISH A CEILING HEIGHT CEILING TYPE CEILING FINISH XTG = EXISTING CEILING HEIGHT SEE SHEET AE610 FOR FINISH LEGEND CEILING TYPES: A = GYPSUM BOARD B = ACOUSTIC CEILING TILES C = OPEN TO STRUCTURE D = PORCELAIN TILE X = EXISTING FINISH TO REMAIN 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE REFER TO SHEETS AE112B AND AE410 TO 414. ALTERNATE #1: ANY WORK RELATED TO CUSTODIAN ROOM 176 ON LEVEL 71'-0" @ GRIDS 17/J. ALTERNATE #2: ANY WORK RELATED TO EQUIPMENT ROOM 178 ON LEVEL 1 (71'-0") @ GRIDS 17/K. ALTERNATE #3: (2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING IN THESE 2 ROOMS. ALTERNATE #4: REMOVAL OF THE BASKETBALL STANDARDS IN THE FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT AND SALVAGE TO OWNER. NO DRAWINGS ARE INCLUDED IN THE CD. ALTERNATE #5: REPLACE HW 2-B CEILING, ELEC. FIXTURES, FIRE SPRINKLERS, HVAC DUCTS, ETC. @ 81'-0" LEVEL. FIELD VERIFY DESIGN, HEIGHT, LAYOUT, AND DIMENSIONS WITH ELEC. DWGS. THIS ALTERNATE IS TO ACCOMMODATE THE 4" CONDUITS THAT ARE INCLUDED IN THE BASE BID. LIST OF ALTERNATES2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:03 AMAE112A LEVEL 2 (91'-0") REFLECTED CEILING PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" C1 MAIN GYM SOUTHEAST EXIT RCP SCALE: 1/8" = 1'-0" C3 MAIN GYM SOUTHWEST EXIT RCP SCALE: 1/8" = 1'-0" A5 WOMEN'S LOCKER ROOM RCP SCALE: 1/8" = 1'-0" C5 MEN'S LOCKER ROOM RCP SCALE: 1/8" = 1'-0" A1 MAIN GYM NORTH EXIT RCP 02.31 EXISTING ACOUSTIC CEILING TILE 08.02 CEILING ACCESS PANEL 09.28 PATCH & REPAIR EXTG. CEILING AROUND THE NEW WALL AS REQ'D 26.05 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 3 11/10/20 Addendum #3 11 12 13 14 15 16 17 21 D E F G H J K L H1 J1 19 20 F1 G1 C1 18 31' - 2"31' - 0"5' - 8"8' - 0"56' - 0"8' - 0"8' - 0"49' - 3 1/2"8' - 0"49' - 3 1/2"6' - 8 1/2"26' - 7"26' - 7"02.31 02.31 02.31 02.31 02.3102.31 12.05 12.0512.05 12.05 TOP CURTAIN HEAD RAIL 109' -0" TOP CURTAIN HEAD RAIL 109' -0" TOP CURTAIN HEAD RAIL 109' -0" TOP CURTAIN HEAD RAIL 109' -0" BOT. CURTAIN HEAD RAIL 109' -0" TYP.05.15 TOP SUPPORTING PIPE 111' -10 1/2" 11.05 11.05 11.05 11.05 CEILING LEGEND SURFACE MOUNTED FLUORESCENT OR LED FIXTURE MECHANICAL FIXTURES FIRE SPRINKLERS RECESSED LIGHT WALL MOUNTED FLUORESCENT OR LED FIXTURE XTG FINISH A CEILING HEIGHT CEILING TYPE CEILING FINISH XTG = EXISTING CEILING HEIGHT SEE SHEET AE610 FOR FINISH LEGEND CEILING TYPES: A = GYPSUM BOARD B = ACOUSTIC CEILING TILES C = OPEN TO STRUCTURE D = PORCELAIN TILE X = EXISTING FINISH TO REMAIN 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE CEILING FINISH LEGEND A -GYPSUM C -OPEN TO STRUCTURE B -ACOUSTIC CEILING TILE D -PORCELAIN TILE A. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF LIGHT FIXTURES AND ELECTRICAL DRAWINGS FOR QUANTITY AND TYPE OF FIXTURES. B. ELECTRICAL AND MECHANICAL SUBCONTRACTORS TO COORDINATE WORK WITH SPRINKLER CONTRACTOR TO AVOID CONFLICTS IN FIELD. C. PATCH & REPAIR CEILINGS AS NEEDED FOR NEW FINISH. D. PROVIDE ACCESS TO ALL CLEANOUTS. E. PROVIDE ACCESS TO ALL CONTROLS/VALVES. F. CONTRACTOR TO REVIEW CEILING PLANS AND NOTIFY ARCHITECT OF ANY CONFLICTS SUCH AS DUCTWORK, PIPE WORK, ELECTRICAL, AND ETC. BEFORE PROCEEDING WITH WORK. G. FIRE RATED CEILING ASSEMBLIES TO BE CONTINUOUS. SEE DETAILS FOR RATED ASSEMBLIES AND DROP CEILING. GENERAL CEILING NOTES2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:10 AMAE112B LEVEL 2 REFLECTED CEILING PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 02.31 EXISTING ACOUSTIC CEILING TILE 05.15 CONTINUOUS CROSS BEAM @ 21' O.C., RE: STRUCTURAL SCHEDULE 11.05 AALCO. BASKETBALL BACKSTOPS, 134SF SIDE FOLD SIDE BRACED 12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND STRU. DWGS. FOR CONNECTION AND SUPPORT SCALE: 1/8" = 1'-0" A2 MAIN GYM REFLECTED CEILING PLAN 2 11/05/20 Addendum #2 21 22 LEVEL 1 71' -0" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 3 109' -0" 19 2018 CHAIR STOR. 290 ACTIVITY STOR. 191 MECH. 190 HW. 1-D A1 AE301 C1 AE301 03.06 12.05 SW. EXIT E001 AE501 A2 TYP. 05.11 03.07 05.11 AE501 A5SIM.MIN. 6' - 8"8' - 1"C1 AE401 B C LEVEL 1A 76' -4" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1D 84' -4" LEVEL 3 109' -0" C1 1" / 1'-0" 12.05 SE. EXIT E002 LANDING 6' - 8 1/2" RAMP 30' - 0" LANDING 9' - 9" 03.04 AE310 A5 05.11 11 12 13 14 15 LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 3 109' -0" 1" / 1'-0" SE. EXIT E002 (MIN. 6' - 8")7' - 3"03.06 03.06 03.07 05.11 12.05 A1 AE401 AE501 A2 E3 AE600 LANDING 10' - 10" RAMP 10' - 0" LANDING 12' - 10" 81' - 10" AE501 A5 SIM. 05.11 TYP. C5 AE401 B C LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 1D 84' -4" LEVEL 3 109' -0" C1 03.06 STORAGE 211 RR. 212 13 14 15 LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 1D 84' -4" LEVEL 3 109' -0" C1 AE300 03.06 STORAGE 211 RR. 212 03.04 03.06 E3 AE401 SE. EXIT E002 H J K L LEVEL 1 71' -0" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" H1 J1 LEVEL 3 109' -0" A1 AE302 ACTIVITY STOR. 177 CUSTODIAN 176 EQUIP. RM. 178 AE501 C1 TYP. AE500 C5 TYP. AREA OF REMODELING WORK EXTG. TO REMAIN SECTION LEGEND2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:15 AMAE300 BUILDING SECTIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A3 SECTION @ GRID C1 & D SCALE: 1/8" = 1'-0" C1 SECTION @ GRID 13 & 14 SCALE: 1/8" = 1'-0" A1 SECTIO @ GRID C1 & D SCALE: 1/8" = 1'-0" C3 SECTION @ GRID 14 SCALE: 1/8" = 1'-0" C5 SECTION @ GRID B & C 03.04 CONC. SLAB ON GRADE 03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR. DWG. 03.07 CONCRETE STAIRS 05.11 METAL RAILING 12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND STRU. DWGS. FOR CONNECTION AND SUPPORT SCALE: 1/8" = 1'-0" A5 SECTION @ GRID 17 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 D E F G H J K L LEVEL 1 71' -0" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" H1 J1 LEVEL 3 109' -0" F1 G1C1 12.06 12.05 MECH. 190 LAUNDRY RM. 180 SORT & ASSEMBLE 179A A1 AE302 03.06 STOR. 189A SW. EXIT E001 05.16 05.11 AE501 A5 TYP. CURTAIN OPENING, RE: SPEC. CURTAIN OPENING, RE: SPEC. STOR. 190B C D E F G H J K L LEVEL 1 71' -0" LEVEL 1A 76' -4" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" H1 J1 LEVEL 3 109' -0" F1 G1C1 12.05 191 ACTIVITY STOR. 189 SPINNING RM. MEN'S 183 WOMEN'S 181 WELLNESS CTR OFFICE 179C HW. 2-B STAIR 2-D SW. EXIT E001 A1 AE302 AE310 A3 03.06 05.14 03.0403.04 CURTAIN OPENING, RE: SPEC. 21 22 LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1D 84' -4" LEVEL 3 109' -0" 19 2018 C1 AE301 HW. 2-B AE311 A5 03.0703.06 STAIR S002 05.14 STOR. 200 D LEVEL 1 71' -0" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 3 109' -0" C1 ACTIVITY STOR. 191 05.11 AE310 A1 05.16 03.06 03.06 03.04 AREA OF REMODELING WORK EXTG. TO REMAIN SECTION LEGEND2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:22 AMAE301 BUILDING SECTIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A1 SECTION @ GRID 18 03.04 CONC. SLAB ON GRADE 03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR. DWG. 03.07 CONCRETE STAIRS 05.11 METAL RAILING 05.14 METAL ROOF LADDER 05.16 METAL RAILING W/ GLAZING PANEL 12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND STRU. DWGS. FOR CONNECTION AND SUPPORT 12.06 ALTERNATIVE CURTAIN SCALE: 1/8" = 1'-0" C1 SECTION @ GRID 19 & 20 SCALE: 1/8" = 1'-0" A5 SECTION @ GRID C & C1 2 11/05/20 Addendum #2 SCALE: 1/8" = 1'-0" C6 SECTION @ GRID 19 1112131415161721 LEVEL 1 71' -0" LEVEL 1A 76' -4" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 3 109' -0" 1920 18 A1 AE301 C1 AE301 HW. 1-D WOMEN'S 181 WOMEN'S 181 LAUNDRY RM. 180 ACTIVITY STOR. 177 05.1505.15 03.06 03.0605.16 05.16 05.1105.1605.1605.11 AE501 A5 TYP. AE500 C5 TYP. CDEFGHJKL LEVEL 1 71' -0" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" H1J1 LEVEL 3 109' -0" F1G1 C1 A1 AE302 HW. 1-D HW. 2-A HW. 2-B AE311 A3 11 12 13 14 15 LEVEL 1A 76' -4" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 3 109' -0" 03.09 ADA SEATING AREA2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:27 AMAE302 BUILDING SECTIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" A1 SECTION @ GRID J 03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR. DWG. 03.09 CAST IN PLACE CONCRETE STEP, RE. STRU. DWG. 05.11 METAL RAILING 05.15 CONTINUOUS CROSS BEAM @ 21' O.C., RE: STRUCTURAL SCHEDULE 05.16 METAL RAILING W/ GLAZING PANEL SCALE: 1/8" = 1'-0" C1 SECTION @ GRID 20 & 21 SCALE: 1/8" = 1'-0" A6 BUILDING SECTION @ GRID H & H1 2 11/05/20 Addendum #2 LEVEL 1 71' -0" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 1D 84' -4" C1 125' - 7" 113' - 2" 02.26 02.30 02.09 02.03 02.33 02.31 02.28 03.06 02.34 02.36 02.37 02.38 111' - 0" FIN. CLG. T.O. BEAM T.O. BEAM 02.17 EXISTING STRUCTURAL BEAM, SLOPED, VERIFY ELE. 02.28 02.09 02.30 02.41 02.40 02.34 02.31 02.34 02.36 122' - 0" B.O. FASCIA ACTIVITY STOR. 191 SW. EXIT E001 04.04 03.06 05.16 26.05 A2 AE501 STOR. 200 08.03 LEVEL 1 71' -0" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 1D 84' -4" LEVEL 3 109' -0" C1 125' - 7" T.O. BEAM T.O. BEAM 113' - 2" 111' - 0" T.O. CURTAIN HEAD RAIL 02.30 02.26 02.28 02.09 02.33 02.31 12.05 02.10 02.09 02.41 02.40 02.30 02.04 02.34 02.37 02.34 02.36 02.34 FIN. CLG. 02.34 02.03 FIN. CLG. 100' - 4" FIN. CLG. FIN. CLG. 02.37 122' - 0" B.O. FASCIA ACTIVITY STOR. 191 SW. EXIT E001 09.07 09.02 26.05 03.06 89' - 8" 09.02 26.05 89' - 1" 26.05 ALT. 5 COORDINATE W/ NEW ELEC. CONDUITS LEVEL 1A 76' -4" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 1B 79' -0" LEVEL 1D 84' -4" LEVEL 3 109' -0" C1 02.30 02.26 02.09 02.27 02.09 02.30 02.28 02.07 02.34 03.04 03.06 02.37 02.38 02.36 T.O. BEAM T.O. BEAM T.O. BEAM T.O. BEAM ELE. VERIFY FIN. CLG. FIN. CLG. T.O. CURTAIN HEAD RAIL 81' - 10" B.O. FASCIA 09.02 09.02 90' - 7 1/2" 113' - 2" 02.28 7' - 3"02.09 02.41 102' - 0" 125' - 7" 122' - 0" 02.31 111' - 0" 100' - 4" 02.31 02.33 02.09 SE. EXIT E002 AE501 A2 7' - 4"90' - 0" FIN. CLG. FIN. CLG. 09.07 26.05 26.05 05.1605.16 3' - 6"A2 AE501 08.03 05.11 AREA OF REMODELING WORK EXTG. TO REMAIN SECTION LEGEND2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:31 AMAE310 WALL SECTIONSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" A1 WALL SECTION SCALE: 1/2" = 1'-0" A3 WALL SECTION SCALE: 1/2" = 1'-0" A5 WALL SECTION 2 11/05/20 Addendum #2 02.03 EXISTING CONC. COLUMN 02.04 EXISTING METAL GUARDRAIL 02.07 EXISTING DOOR TO REMAIN 02.09 EXISTING BEAM 02.10 EXISTING CATWALKS TO REMAIN 02.17 REMOVE EXISTING CONC. STEP/BLEACHER SEATING 02.26 EXISTING PRECAST CONC. FASCIA 02.27 EXISTING BRICK VENEER 02.28 EXISTING 12" X 8" X 16" CMU WALL 02.30 EXISTING ROOF, 2" RIGID INSULATION & 1 1/2" METAL DECK 02.31 EXISTING ACOUSTIC CEILING TILE 02.33 EXISTING REGLET 02.34 EXISTING CONC. SLAB, 4 1/2" THICK 02.36 EXISTING GRAVEL 02.37 EXISTING CONC. FOUND. WALL, 16" THICK 02.38 EXISTING CONC. FOOTING 02.40 EXISTING STUCCO FINISHED CEILING 02.41 EXISTING OPEN WEB STEEL JOIST 03.04 CONC. SLAB ON GRADE 03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR. DWG. 04.04 05.11 METAL RAILING 05.16 METAL RAILING W/ GLAZING PANEL 08.03 SCH'D DOOR 09.02 SCH'D CEILING, RE: RCP 09.07 PAINTED WALL 12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND STRU. DWGS. FOR CONNECTION AND SUPPORT 26.05 C LEVEL 1 71' -0" LEVEL 2 91' -0" LEVEL 1C 81' -0" LEVEL 1D 84' -4" 02.26 02.30 02.09 02.41 02.40 02.34 02.31 02.37 02.38 02.34 02.36 08.01 100' - 4" B.O. FASCIA HW. 2-B ALT. #5 COORDINATE W/ NEW ELEC. CONDUITS 09.0289' - 8" LEVEL 1 71' -0" LEVEL 2 91' -0" 127'-0" 127' -0" LEVEL 1C 81' -0" LEVEL 1D 84' -4" LEVEL 3 109' -0" 18 02.30 02.09 02.26 02.28 02.27 02.09 B.O. FASCIA 02.09 02.09 T.O. BEAM T.O. BEAM 02.34 02.46 02.37 02.34 02.36 02.37 02.31 02.33 02.31 102' - 5 1/2" 92' - 3 1/2" 122' - 0" 02.41 02.30 02.31 C1 AE401 T.O. BEAM T.O. BEAM 88' - 7" 104' - 7"05.02 114' - 0" T.O. BEAM 05.02 STAIR S002 STOR. 20003.06AE401 E1 90' - 8" FIN. CLG. 03.07 09.07 08.03 REFER TO SHEETS AE410 TO 414. ALTERNATE #1: ANY WORK RELATED TO CUSTODIAN ROOM 176 ON LEVEL 71'-0" @ GRIDS 17/J. ALTERNATE #2: ANY WORK RELATED TO EQUIPMENT ROOM 178 ON LEVEL 1 (71'-0") @ GRIDS 17/K. ALTERNATE #3: (2) STEAM ROOMS IN BOTH THE MEN'S AND WOMEN'S LOCKER ROOMS ON LEVEL 2 (91'-0"). BASE BID TO INCLUDE FLOOR FINISH AND TRENCH DRAIN/PLUMBING IN THESE 2 ROOMS. ALTERNATE #4: REMOVAL OF THE BASKETBALL STANDARDS IN THE FITNESS CENTER 182 ON LEVEL 1 (71'-0"), PROTECT AND SALVAGE TO OWNER. NO DRAWINGS ARE INCLUDED IN THE CD. ALTERNATE #5: REPLACE THE CEILING BETWEEN HW 2-B. FIELD VERIFY DESIGN, LAYOUT, AND DIMENSIONS WITH ELEC. DWGS. LIST OF ALTERNATES AREA OF REMODELING WORK EXTG. TO REMAIN SECTION LEGEND2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:34 AMAE311 WALL SECTIONSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" A3 WALL SECTION SCALE: 1/2" = 1'-0" A5 WALL SECTION 2 11/05/20 Addendum #2 02.09 EXISTING BEAM 02.26 EXISTING PRECAST CONC. FASCIA 02.27 EXISTING BRICK VENEER 02.28 EXISTING 12" X 8" X 16" CMU WALL 02.30 EXISTING ROOF, 2" RIGID INSULATION & 1 1/2" METAL DECK 02.31 EXISTING ACOUSTIC CEILING TILE 02.33 EXISTING REGLET 02.34 EXISTING CONC. SLAB, 4 1/2" THICK 02.36 EXISTING GRAVEL 02.37 EXISTING CONC. FOUND. WALL, 16" THICK 02.38 EXISTING CONC. FOOTING 02.40 EXISTING STUCCO FINISHED CEILING 02.41 EXISTING OPEN WEB STEEL JOIST 02.46 EXISTING 7 1/2" CONC. SLAB BELOW 4" WOOD FINISH 03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR. DWG. 03.07 CONCRETE STAIRS 05.02 STRUCTURAL BEAM, RE: STR. SCHEDULE 08.01 ALUMINUM STOREFRONT, RE: DOOR SCHEDULE 08.03 SCH'D DOOR 09.02 SCH'D CEILING, RE: RCP 09.07 PAINTED WALL 10' - 8"10' - 8"261F NURSING 261B C3C3 9' - 0" 1' - 8"2' - 2"1' - 6"3' - 0"5' - 0"3' - 0"3' - 1"3' - 1"5' - 0" 10.07 10.023' - 1"3' - 1"3' - 1"5' - 0"5' - 0" 22.05 06.02 10.06 1' - 0"ALIGN6' - 3"5' - 8"3' - 5"3' - 5"6' - 3"10.01 12.05 1' - 2" 1' - 8"3' - 0"2' - 4"1' - 2" 10.13 1' - 8"3' - 0"10.08 C2 AE500 TYP. 22.07 10.16 10.15 1' - 8"3' - 0"6"2' - 6"5' - 0"6"3' - 8"6"1' - 6" C1 AE500 22.01 22.07ADA TYP. 10.01 2' - 5"3' - 0"3' - 0"3' - 1"3' - 2"5' - 0"1' - 8"1' - 8"3' - 1"2' - 0" 22.01 10.07 10.01 10.02 10.06 06.02 22.05 10.013' - 3"3' - 3"3' - 3"3' - 4"1' - 2"1' - 2"10.03 5' - 1"3' - 1"3' - 1"3' - 1"5' - 6"2' - 2"2' - 2"5' - 6"22.02 10.08 22.07 4' - 3"6' - 4"3' - 11"3' - 1"3' - 0 1/2"3' - 3"3' - 3"3' - 3"C2 AE5003' - 1"3' - 0"6' - 4"4' - 7"3' - 4"3' - 4"4' - 3"4' - 0"2' - 0"2' - 10"1' - 7"4' - 5"TYP. 22.07 12.05 12.0712.07 ADA. WOMEN'S 181 MEN'S 183 1' - 8"1' - 8"C3 22.0506.02 5' - 1"3' - 1"3' - 1"4' - 10"4' - 0"3' - 1"3' - 1"3' - 1"22.01 10.01 5' - 1" 5' - 1" 10.07 22.02 10.03 10.02 C3 3' - 0"3' - 0"3' - 0"EQ.EQ.3' - 1"3' - 0"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"5' - 1"1' - 9 1/2"3' - 9"3' - 0"3' - 0"4' - 10"3' - 0"3' - 0" 24' - 2"7' - 0"4' - 1"5' - 0"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"6' - 1"3' - 1"3' - 1"6' - 11"10.08 10.11 5' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"5' - 1"1' - 2"1' - 2"1' - 8"C2 AE500 10.01 2' - 6"6"2' - 6"6"1' - 8"3' - 8"10.15 RR. 212 1' - 6" 22.071' - 5"1' - 0"10.08 10.01 1' - 6"6"3' - 0" 22.01 10.01 2' - 6"22.05 10.072"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:40 AMAE400 RESTROOM & SHOWER ROOM FLOOR PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/4" = 1'-0" A5 RESTROOM - WOMEN'S LOCKERS SCALE: 1/4" = 1'-0" A3 RESTROOM - MEN'S LOCKERS 06.02 SOLID SURFACE COUNTERTOP 10.01 ADA COMPLIANT GRAB BAR 10.02 TOILET PARTITION 10.03 URINAL PARTITION 10.06 PAPER TOWEL DISPENSER 10.07 TOILET PAPER DISPENSER 10.08 ADA BENCH 10.11 DRESSING PARTITION W/ BENCH 10.13 WALL MOUNTED ADJUSTABLE BRACKET SHELVES, PROVIDE BLOCKING AS REQ'D 10.15 10.16 12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND STRU. DWGS. FOR CONNECTION AND SUPPORT 12.07 22.01 WALL MOUNTED TOILET, RE PLUMBING DWG. 22.02 WALL MOUNTED URINAL, SEE PLUMBING 22.05 LAVATORY & FAUCET, RE PLUMBING DWG. 22.07 SHOWER FIXTURE, SEE PLUMBING SCALE: 1/4" = 1'-0" C5 MEN'S 183 & WOMEN'S 181 RESTROOMS SCALE: 1/4" = 1'-0" C3 RESTROOM - RR. 212 1 10/30/20 Addendum #1 DN DN C1 18 STAIR S001 STAIR S002 C1 AE401 C3 AE401 6 EQ. TREADS @ 11"5' - 6"3' - 8"3' - 8"6 EQ. TREADS @ 11" 5' - 6" 05.11 03.07 03.07 E5 AE401 LEVEL 1C 81' -0" LEVEL 1D 84' -4" C1 C3 AE401 03.076 EQ. RISER @ 6 1/2"3' - 4"AE401 E1 03.06 3' - 0"05.11 LEVEL 1C 81' -0" LEVEL 1D 84' -4" 18C1 AE401 03.07 AE401 E1 6 EQ. RISER @ 6 1/2"3' - 4"03.06 6 EQ. TREADS @ 11" 5' - 6" PRECAST CONCRETE METAL GUARDRAIL EXISTING 8" CMU WALL 36"C1 STAIR S003 6 EQ. TREADS @ 11"5' - 6"3' - 8" C5 AE401 A1 AE401 03.07 03.06 LEVEL 1C 81' -0" LEVEL 1D 84' -4" C1 6 EQ. RISERS @ 6 1/2"3' - 4"03.0703.06 AE401 E1 6 EQ. TREADS @ 11" 5' - 6" E3 AE401 6 EQ.TREADS @ 11" 5' - 6" GEOFAOM FINISH MATERIAL TO MATCH ADJACENT SURFACE CAST IN PLACE CONCRETE EXISTING CONCRETE SLAB EXISTING FLOORING LEVEL 1C 81' -0" LEVEL 1D 84' -4" C1 CAST IN PLACE CONCRETE, PAINT BLACK ON VERTICALCONCRETE CAST IN PLACE CONCRETE GEOFOAM STAIR RISERS BEHIND E3 AE401 GEOFOAM CAST IN PLACE CONCRETEEXISTING FLOORING EXISTING CONCRETE SLAB2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:44 AMAE401 STAIR PLAN, SECTIONS & DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" A5 STAIR - S001 & S002 SCALE: 1/2" = 1'-0" C1 STAIR SECTION - S001 03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR. DWG. 03.07 CONCRETE STAIRS 05.11 METAL RAILING SCALE: 1/2" = 1'-0" C3 STAIR SECTION - S002 SCALE: 1 1/2" = 1'-0" E5 STAIR STRINGER / HANDRAIL DETAIL SCALE: 1/2" = 1'-0" A3 STAIR - S003 SCALE: 1/2" = 1'-0" C5 STAIR SECTION - 003 SCALE: 1" = 1'-0" E1 PRECAST STAIR DETAIL SCALE: 1/2" = 1'-0" A1 STAIR SECTION - S003 SCALE: 1 1/2" = 1'-0" E3 PLATFORM DETAIL 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 14 D D1 AE402 D2 AE402 C5 AE402 EQ 2' - 8"2' - 8"2' - 8"2' - 8"2' - 8"2' - 8"2' - 8"EQ 24' - 0" 03.09 A2 AE501 TYP. 05.11 TYP. 05.16 05.16 1' - 4"4' - 0"14 LEVEL 2 91' -0" LEVEL 1C 81' -0" D1 AE402 D2 AE402 02.06 03.09 7"7"7"7"7"7"7"7"7"1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" AE501 C2 SIM. 05.16 05.16 LEVEL 2 91' -0" LEVEL 1C 81' -0" AE501 A4 SIM. LEVEL 2 91' -0" LEVEL 1C 81' -0" 2A 89' -8" 1" X 1" BRUSHED STAINLESS STEEL U-CHANNEL TOP RAIL W/ PROTECTIVE INSERT 1/2" CLEAR TEMPERED GLASS GUARDRAIL WITH POLISHED EDGES CONCRETE SLABSEALANT, COLOR: BLACK BRUSHED STAINLESS STEEL BASE CLADDING J-TRIM, MUDDED IN FASCIA MOUNTED BASE SHOE GLAZING GASKET 5x5x5/16" CONTINUOUS SUPPORT ANGLE GYPSUM BOARD SOFFIT 3-5/8" STEEL STUDS @ 24" O.C. MAX. 16 17 K A5 AE300 A5 AE402 2"10' - 2"2"2' - 2"2"2"10' - 2"2"2"2' - 2"C5 AE500 C5 AE50005.1605.16 03.06 03.0603.09 03.09 TYP.TYP. 05.11 05.11 1' - 4"4' - 0"1' - 4"4' - 0" K LEVEL 2 91' -0" J1 TYPICAL LED HANDRAIL AT AISLE WITH EVEN STEPS 02.0602.06 03.09 TYP. AE501 A5 2' - 10"SIMILAR EXCEPT TREADS AND HANDRAIL ARE CONSISTENT SLOPE AT NEW TREADS 7"7"7"7"7"7"7"7"7"1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 05.112"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:48 AMAE402 STAIR PLAN, SECTIONS & DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" B1 ENLARGED GYM STAIR SCALE: 1/2" = 1'-0" C5 MAIN GYM STAIR SECTION SCALE: 1/2" = 1'-0" D1 WALL SECTION SCALE: 1/2" = 1'-0" D2 WALL SECTION SCALE: 1/2" = 1'-0" A1 ENLARGED MAIN GYM @ NEW STAIR,ADA LOCATION SCALE: 1/2" = 1'-0" A5 WALL SECTION 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 02.06 EXISTING TYP. REINFORCED CONCRETE BLEACHER SEATING 03.06 CAST IN PLACE CONCRETE OVER GEOFOAM, RE. STR. DWG. 03.09 CAST IN PLACE CONCRETE STEP, RE. STRU. DWG. 05.11 METAL RAILING 05.16 METAL RAILING W/ GLAZING PANEL 17 J J1 CMU12 CUSTODIAN 176 P3S P3S A1 AE302 A5 AE300 17616' - 1"08.06 19' - 9 1/2" 178 EQUIP. RM. ALT. 2 17 J J1 B7'-1" C3 B9'-0" C3 CUSTODIAN 176 02.09 (SLOPED) EQUIP. RM. 178 ALT. 2 REFER TO ELECTRICAL PLANS F5 P1B1 176 CUSTODIAN AE410 C3 E3 E1 C1 178 EQUIP. RM. ALT. 2 09.01 09.14 22.10 09.01 P1 P1 W2 09.10 B1 02.03 10.13 10.13 09.10 B1 P1P1 02.03 02.09 02.37 02.37 08.03 09.01 10.13 09.10 P1 B1 09.14 22.10 10.13 09.1010.13 B1 P1 P1 P1 W2 02.28 02.37 02.372"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:54 AMAE410 CUSTODIAN ROOM 176 (ALTERNATE 1)JOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 02.03 EXISTING CONC. COLUMN 02.09 EXISTING BEAM 02.28 EXISTING 12" X 8" X 16" CMU WALL 02.37 EXISTING CONC. FOUND. WALL, 16" THICK 08.03 SCH'D DOOR 08.06 SCH'D DOOR AND PARTITION IF ALTERNATE IS ACCEPTED BY OWNER 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.10 WALL BASE 09.14 FRP. FINISH 10.13 WALL MOUNTED ADJUSTABLE BRACKET SHELVES, PROVIDE BLOCKING AS REQ'D 22.10 FLOOR SINK, RE. PLUMBING DWG. SCALE: 1/2" = 1'-0" A5 CUSTODIAN ROOM 176 FLOOR PLAN (ALT. 1) SCALE: 1/2" = 1'-0" C5 CUSTODIAN RM. 176 RCP (ALT. 1) SCALE: 1/2" = 1'-0" A3 CUSTODIAN ROOM 176 FINISH PLAN (ALT. 1) SCALE: 1/2" = 1'-0" C3 CUSTODIAN - NORTH (ALT. 1) SCALE: 1/2" = 1'-0" E3 CUSTODIAN - SOUTH (ALT. 1) SCALE: 1/2" = 1'-0" C1 CUSTODIAN - WEST (ALT. 1) SCALE: 1/2" = 1'-0" E1 CUSTODIAN - EAST (ALT. 1) 2 11/05/20 Addendum #2 17 K J1 A5 AE300 178 EQUIP. RM. P3S P3S 178 STAIR 1-L ALIGN 176 CUSTODIAN ALT. 1 17 K J1 EQUIP. RM. 178 STAIR 1-L B9'-0" C3 F3 P1B4 178 EQUIP. RM. 06.03 AE411D1 D3 C3 06.02 M2 M1 1' - 3"2' - 10"2' - 2"2' - 6"06.02 08.03 1' - 8" P1 M2 09.10 B4 02.282' - 6"2' - 2"2' - 10"06.02 1' - 3" 1' - 8" 09.01 P1 M2 09.10 B4 08.03 09.01 P1 09.10 B4 3' - 0"3' - 0"2' - 10"2' - 2"2' - 6"06.02 3' - 0"3' - 0"3' - 0"1' - 8" 260 1'-8" 260 1'-8" 260 1'-8" 260 1'-8" 302 1'-3" 302 1'-3" 302 1'-3" M1M1M1M1 M2 301 1'-3" 3' - 0"1' - 8"1 1/2"1" M1M1M1M1 1"1 1/2" P1 P1 02.28 02.372"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:50:59 AMAE411 EQUIPMENT ROOM (ALTERNATE 2)JOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" A5 EQUIP. RM. FLOOR PLAN (ALT. 2) SCALE: 1/2" = 1'-0" C5 EQUIPMENT RM. 178 RCP (ALT. 2) SCALE: 1/2" = 1'-0" A3 ENLARGED EQUIPEMNT ROOM FINISH PLAN (ALT. 2) 02.28 EXISTING 12" X 8" X 16" CMU WALL 02.37 EXISTING CONC. FOUND. WALL, 16" THICK 06.02 SOLID SURFACE COUNTERTOP 06.03 BASE/UPPER CABINETS 08.03 SCH'D DOOR 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.10 WALL BASE SCALE: 1/2" = 1'-0" C3 EQUIPMENT ROOM - NORTH (ALT. 2) SCALE: 1/2" = 1'-0" D3 EQUIPMENT ROOM - SOUTH (ALT. 2) SCALE: 1/2" = 1'-0" C1 EQUIPMENT ROOM - WEST ((ALT. 2) SCALE: 1/2" = 1'-0" D1 EQUIPMENT ROOM - EAST ((ALT. 2) 1 10/30/20 Addendum #1 F6 T3- 207D STORAGE AE413 B5 D2 B4 D5 F7 23.02 23.046' - 6"1' - 3" THIS STORAGE ROOM TO BE TURNED INTO STEAM ROOM 09.12 TYP. 1/4" / 1'-0"1' - 8"EQEQEQEQEQSTEAM ROOM 207D F6 T3- 261E STORAGE AE413 A2 A4 B2 A5 09.12 1' - 8"1' - 3"4' - 8"23.02 THIS STORAGE ROOM TO BE TURNED INTO STEAM ROOM SIM. 1/4" / 1'-0" 23.04 EQEQEQEQF7 STEAM ROOM 261E 09.15 09.12 23.04 1' - 0"23.02 1' - 0"5' - 0"1' - 6"T3 F6 26.05 TYP. 09.15 08.034' - 6"1' - 6"T3 26.05 TYP. 09.15 1' - 0"5' - 0"23.02 TYP.1' - 6"09.19 C6 T3 26.05 TYP. 09.15 09.12 1' - 0"23.04 1' - 6"T3 F6 09.19 C6 26.05 TYP. 09.15 1' - 6"4' - 6"T3 26.05 TYP. 09.15 09.12 23.04 6' - 0"23.02 1' - 6"F6 T3 5' - 0"1' - 0"26.05 TYP. 09.15 08.03 1' - 0"23.02 TYP.1' - 6"T3 09.19 C6 26.05 TYP. 09.15 09.12 23.04 1' - 6"F6 T3 09.19 C6 26.05 TYP.6' - 0"FINISH TAG LEGEND F WB 101 ROOM NAME SEE FINISH LEGEND ON SHEET AE610 FOR FINISHES X = KEEP EXISTING FINISH. PATCH & REPAIR AS REQUIRED WALL FINISH BASE FINISEFLOOR FINISH ROOM NUMBER FLOOR FINISH HATCH LEGEND CARPET VCT CONCRETE TILE TERAFLEX2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:51:04 AMAE413 STEAM ROOM PLAN & ELEVATION (ALTERNATE 3)JOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" D6 MEN'S EMPLOYEE STEAM ROOM 207D (ALT.3) SCALE: 1/2" = 1'-0" A6 WOMEN'S EMPLOYEE STEAM ROOM 261E (ALT.3) SCALE: 1/2" = 1'-0" A5 STEAM ROOM 261E - NORTH (ALT.3) SCALE: 1/2" = 1'-0" A4 STEAM ROOM 261E - SOUTH (ALT.3) SCALE: 1/2" = 1'-0" A2 STEAM ROOM 261E - WEST (ALT.3) SCALE: 1/2" = 1'-0" B2 STEAM ROOM 261E - EAST (ALT.3) SCALE: 1/2" = 1'-0" B5 STEAM ROOM 207D - NORTH (ALT.3) SCALE: 1/2" = 1'-0" B4 STEAM ROOM 207D - SOUTH (ALT.3) SCALE: 1/2" = 1'-0" D5 STEAM ROOM 207D - WEST (ALT.3) SCALE: 1/2" = 1'-0" D2 STEAM ROOM 207D - EAST (ALT.3) 08.03 SCH'D DOOR 09.12 SCH'D SEAT TILE 09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG. 09.19 SCH'D CEILING TILE 23.02 STEAM HEAD 23.04 TEMPERATURE SENSOR 26.05 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 4 Date 4 ASI #1 B LEVEL 2 91' -0" LEVEL 3 109' -0" 02.3002.26 02.09 02.27 02.29 02.41 05.06 02.35 02.36 02.44 08.03 FIN. CLG. 09.01 09.18 09.15 09.19 05.06 09.1809.12 BULL NOSE FRONT EDGE 1' - 6"1' - 8" 03.08 32.08 23.05 AE414 A1 D1 AE414 99' - 0" E LEVEL 2 91' -0" FIN. CLG. 02.39 03.08 BULL NOSE FRONT EDGE 23.05 08.03 05.06 1' - 6"1' - 8" 32.08 02.35 02.36 100' - 0" 05.17 09.01 09.15 09.01 05.06 02.02 AE414 B1 SIM. D1 AE414 SIM. 08.02 99' - 0" 1 B D2 AE414 207D 7' - 8"13' - 9"A1 AE414 SIM. C5 AE402 SIM. STEAM ROOM 207D A2 AE414 261E6' - 9"4' - 9"10' - 0"B1 AE414 D1 AE414 SIM. SIM. STEAM ROOM 261E 1/2" CEMENTITIOUS BACKER UNIT SCH'D WALL TILE MORTAR GROUT 3 5/8" METAL STUD EXISTING FACE BRICK EXISTING CMU 1/2" CEMENTITIOUS BACKER UNIT SCH'D CEILING TILE, 6" METAL STUD BATT INSULATION MORTAR SEALED SLIP JOINT WATERPROOF MEMBRANE WATERPROOF MEMBRANE 1/2" CEMENTITIOUS BACKER UNIT SCH'D WALL TILE MORTAR GROUT 1 5/8" METAL STUD 1/2" CEMENTITIOUS BACKER UNIT SCH'D CEILING TILE, SLOPED 6" METAL STUD MORTAR SEALED SLIP JOINT EXISTING WALL WATERPROOF MEMBRANE WATERPROOF MEMBRANE 2 " / 1 ' -0 " 1/2" CEMENTITIOUS BACKER UNIT SCH'D WALL TILE MORTAR GROUT 3 5/8" METAL STUD 1/2" CEMENTITIOUS BACKER UNIT SCH'D CEILING TILE, SLOPED 6" METAL STUD MORTAR SEALED SLIP JOINT 2 " / 1 ' -0 " SCH'D WALL TILE 5/8" GYP. BOARD MORTAR GROUT LOCKER ROOM STEAM ROOM WATERPROOF MEMBRANE WATERPROOF MEMBRANE 1 B 8'-0" D C6 08.02 A9'-0" C4 8' - 9"STEAM ROOM 207D 2" / 1'-0"2" / 1'-0" 1' - 2"3' - 3"4' - 9"3' - 3"3' - 9" 08.02 A9'-0" C4 STEAM ROOM 261E 8'-0" D C6 2" / 1'-0"2" / 1'-0"1' - 2"3' - 8"4' - 1"CEILING FINISH LEGEND A -GYPSUM C -OPEN TO STRUCTURE B -ACOUSTIC CEILING TILE D -PORCELAIN TILE CEILING LEGEND SURFACE MOUNTED FLUORESCENT OR LED FIXTURE MECHANICAL FIXTURES FIRE SPRINKLERS RECESSED LIGHT WALL MOUNTED FLUORESCENT OR LED FIXTURE XTG FINISH A CEILING HEIGHT CEILING TYPE CEILING FINISH XTG = EXISTING CEILING HEIGHT SEE SHEET AE610 FOR FINISH LEGEND CEILING TYPES: A = GYPSUM BOARD B = ACOUSTIC CEILING TILES C = OPEN TO STRUCTURE D = PORCELAIN TILE X = EXISTING FINISH TO REMAIN 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:51:08 AMAE414 STEAM ROOM PLAN, SECTION & DETAILS (ALTERNATE 3)JOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" D2 STEAM ROOM 207D SECTION (ALT.3) SCALE: 1/2" = 1'-0" A2 STEAM ROOM 261E SECTION (ALT.3) 02.02 EXISTING WALL TO REMAIN 02.09 EXISTING BEAM 02.26 EXISTING PRECAST CONC. FASCIA 02.27 EXISTING BRICK VENEER 02.29 EXISTING 8" X 8" X 16" CMU WALL 02.30 EXISTING ROOF, 2" RIGID INSULATION & 1 1/2" METAL DECK 02.35 EXISTING CONC. SLAB ON GRAD, 4" THICK 02.36 EXISTING GRAVEL 02.39 EXISTING 4 1/2" CONC.SLAB ON 1 1/2" METAL DECK 02.41 EXISTING OPEN WEB STEEL JOIST 02.44 EXISTING CONC. FOUND. WALL 12" THICK 03.08 8" CONCRETE HOUSEKEEPING PAD WITH 1/2" CHAMFER 05.06 3 5/8" METAL STUD 05.17 1 1/2" METAL FURRING 08.02 CEILING ACCESS PANEL 08.03 SCH'D DOOR 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.12 SCH'D SEAT TILE 09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG. 09.18 CEMENTITIOUS BACKER UNIT 09.19 SCH'D CEILING TILE 23.05 STEAM GENERATOR 32.08 4" GRAVEL SCALE: 1/2" = 1'-0" D6 STEAM ROOM 207D FLOOR PLAN (ALT.3) SCALE: 1/2" = 1'-0" A6 STEAM ROOM 261E FLOOR PLAN (ALT.3) SCALE: 1 1/2" = 1'-0" A1 STEAM ROOM WALL ASSEMBLY SCALE: 1 1/2" = 1'-0" B1 STEAM ROOM WALL ASSEMBLY SCALE: 1 1/2" = 1'-0" D1 STEAM ROOM WALL ASSEMBLY SCALE: 1/2" = 1'-0" D5 STEAM ROOM 207D REFLECTED CEILING PLAN @ 91' - 0" (ALT.3) SCALE: 1/2" = 1'-0" A5 STEAM ROOM 261E REFLECTED CEILING PLAN @ LEVEL 91' - 0" (ALT.3) 2 11/05/20 Addendum #2 4 Date 4 ASI #1 4" #4 REBARS @ 18" O.C. EACH WAY, ALSO RE. STRU. DWG. #4 REBARS @ 32" O.C. EPOXY DOWEL INTO EXISTING CONC. SLAB, ALSO RE. STRU. DWG. GEOFOAM EXISTING SUSPENDED CONCRETE TIERS #4 REBARS @ 16" O.C. EPOXY DOWEL INTO EXISTING CONC. TIERS, ALSO RE. STRU. DWG. 1/2" FROSTED TEMPERED GLASS GUARDRAIL W/ 1/2" JOINTS EVERY 4' MAX & POLISHED EXPOSED EDGES EXSTING FLOOR MOUNT SEAT 1" X 1" STAINLESS STEEL U- CHANNEL TOP RAIL W/ PROTECTIVE INSERT GLAZING GASKET SEALANT, BLACK, @ EACH SIDE2' - 2"1" X 1" STAINLESS STEEL U- CHANNEL TOP RAIL W/ PROTECTIVE INSERT ROUND CORNER ALUMINUM BASE SHOE STAINLESS STEEL CLADDING TO MATCH RAILINGS EACH SIDE OF BASE SHOE STAINLESS STEEL ENDCAPS @ EVERY BASE SHOE TERMINATION - TO MATCH RAILING 4 1/2"1/2" X 4" STEEL PLATE 1/2" CAP SCREW @ 12" O.C. 2" W/ WALL BACK SUPPORT 20" TO 24"1"17" TO 19"WALL ATTACHED ADA BENCH EXISTING WALL PARTITION EXISTING CONC. SLAB ON GRADE INSTALL BLOCKING IN WALL AS REQUIRED TO ANCHOR BENCH EXISTING WALL SCH'D WALL PARTITION 3 5/8" METAL STUD MIRROR ATTACHED TO THE LOCKER SOLID PLASTIC LOCKER CONC. SLAB ON GRADE SCH'D TILE BASE FLOOR TILE ON SLOPED MORTAREXISTING CONC. SLAB ON GRADE CMU BASE 20 GA. SLOPED CAP TOP W/ 20 GA. CLOSURE @ EA. END OF A LOCKER RUN 20 GA. GUSSET @ 4' -0" O/C 2"1' - 8"5"MECH. EXHAUST DUCT, RE. MECH. DWG. MTL. STUD FURRING & INSULATION TO SPAN FROM FLOOR TO FLOOR @ ALL EXTERIOR WALL LOCATIONS 1' - 4"SOLID PLASTIC LOCKER EXISTING WALL CONC. SLAB ON GRAD SCH'D WALL EXISTING CONC. SLAB ON GRADE SCH'D TILE BASE FLOOR TILE ON SLOPED MORTAR CMU BASE 20 GA. SLOPED CAP TOP W/ 20 GA. CLOSURE @ EA. END OF A LOCKER RUN 20 GA. GUSSET @ 4' -0" O/C5"3"1' - 3"2"1' - 4"MECH. VENTED CAVITY 1" SOLID SURFACE SOLID PLASTIC LOCKER CMU BASE TILE BASE FLOOR TILE ON SLOPED MORTAR CONC. SLAB ON GRADE 1/2" PLYWOOD ON 2X3 (2) TREATED WOOD 20 GA. SLOPED CAP TOP W/ 20 GA. CLOSURE @ EA. END OF A LOCKER RUN 20 GA. GUSSET @ 4' -0" O/C5"1' - 0"1"1' - 4"2"1' - 3"3"1' - 3" MECH. VENTED CAVITY CMU BASE LOCKER 1X4 SLEEPER 20 GA. SLOPING CAP TOP W/ 20 GA. CLOSURE @ EACH END OF LOCKER RUN 20 GA. GUSSETS @ 4' -0" O/C SCH'D WALL PARTITION SCH'D TILE SCH'D TILE BASE THICK SET FLOOR TILE, SLOPED TO DRAIN CONC. SLAB ON GRADE6"8"MECH. VENTED CAVITY NEW CMU WALL EXISTING BRICK WALL 7/8" HAT CHANNEL 5/8 TYPE X GYP. W/ TEXTURED PAINT 1 1/2”X 2”STAINLESS STEEL TRIM, MATCH EXISTING (2) LAYER TYPE X. GYP. PAINT, RE. FINISH SCHEDULE 2" X 2" X 4' STAINLESS STEEL CORNER GUARD, TYP. AT ALL EXPOSED GYP. BOARD VERTICAL CORNERS EXISTING COLUMN 3 5/8" METAL STUD, TYP. NOTE: APPLY THIS DETAIL TO ALL EXPOSED/EXISTING COLUMN AND BEAM THAT ARE RELATED TO THE PROJECT MIN.4"DEPTH VARIESMIN. 4" MIN. 4" EXPANSION JOINT EXPANSION JOINT CONCRETE SLAB AND/OR RAMP SEE STRUCTURAL GRAVEL EARTH STAINLESS STEEL GRATE W/ WALL BACK SUPPORT 20" TO 24"1"17" TO 19"WALL ATTACHED ADA FOLDING BENCH SCH'D WALL EXISTING CONC. SLAB ON GRADE INSTALL BLOCKING IN WALL AS REQUIRED TO ANCHOR BENCH1' - 3"5 1/2"2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:51:11 AMAE500 DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1 1/2" = 1'-0" C5 ADA SEATNG PLATFORM DETAIL SCALE: 1 1/2" = 1'-0" C2 ADA FIXED SEATING DETAIL SCALE: 1 1/2" = 1'-0" A4 LOCKER SECTION SCALE: 1 1/2" = 1'-0" A3 LOCKER SECTION SCALE: 1 1/2" = 1'-0" A1 LOCKER SECTION SCALE: 1 1/2" = 1'-0" C3 LOCKER SECTION SCALE: 1 1/2" = 1'-0" D2 CMU/BRICK WALL DETAIL SCALE: 1 1/2" = 1'-0" E2 2 HR. RATED COLUMN WRAP DETAIL SCALE: 1 1/2" = 1'-0" D1 TRENCH DRAIN DETAIL SCALE: 1 1/2" = 1'-0" C1 ADA FOLDING SEATING DETAIL 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 1/2" CLEAR TEMPERED GLASS A4 AE501 ALUMINUM COMPOSITE PANEL SCHEDULED BASE 1/2" WIDE ALUMINUM COMPOSITE PANEL JOINT 1" SQUARE STAINLESS U TOP TRIM STAIR RISERS BEHIND 1/2" WIDE GLASS OPEN JOINT -POLISHED EDGES 1 1/2"3' - 6"1"2' - 10 1/2"6 1/2"1/2" CLEAR TEMPERED SAFETY GLASS GUARDRAIL A4 AE501 ALUMINUM COMPOSITE PANEL 1/2" WIDE ALUMINUM COMPOSITE PANEL JOINT 1" SQUARE STAINLESS U TOP TRIM CONCRETE STAIR RISERS WITH WOOSTER ANTI-SLIP NOSING CAST INTO EACH RISER 1/2" WIDE GLASS OPEN JOINT -POLISHED EDGES 1" SQUARE STAINLESS U TOP TRIM 3' - 6"1"2' - 10 1/2"6 1/2"3' - 6"1 1/2" C1 AE501 C2 AE501 A4 AE501 GYP. BOARD REVEAL MITER CORNERS TYP. 2" TYP.2" TYP.2" FASTENER. RE: MFR. RECOMMENDATION TAPE & JOINT COMPOUND FRY REGLET REVEAL SCHEDULED PARTITION 5/8" GYP. BOARD PANEL SCHEDULED PARTITION 5/8" GYP. BOARD PANEL TAPE & JOINT COMPOUND ALUMINUM TRIM GYPSUM BOARD FLUSH BASE 4"FINISH FLOOR NOTE: ALIGN FINISHED SURFACES 4 1/2"1/4" CLEAT 3/4" WOOD VENEER PLY. PANEL 1" ALUMINUM CHANNEL BASE W/ RETURN KEY FINISH FLOOR 5/8" GYP. BOARD OR EXISTING SUBSTRATE METAL FURRING SCHEDULED BASE SOLID WOOD BLOCKING TO ALIGN FACE OF BASE WITH FACE OF WOOD PANEL SEALANT, COLOR: BLACK PARTITION SCH'D 1"6 1/2"1"1 1/2"1"1" HORIZONTAL SOLID WOOD SUPPORT, PAINTED BALCK @ 24" O.C. VERTICALLY SOLID OAK, VERTICAL SLAT GRILLE, STAINED TO MATCH EXISTING WOOD PANELING 1 1/2" X 3/4" VERTICAL HARDWOOD SLATS ATTACHED TO 3/4" THICK PLYWOOD PANEL SCHEDULED BASE SCHEDULED PARTITION SOLID WOOD BLOCKING TO ALIGN FACE OF BASE WITH FACE OF WOOD SLATS PREFINISHED FLAT BLACK SHEET METAL FLASHING, FINISH BEHIND WALL BASE TAPER BOTTOM OF SLATS TO ACCOMODATE FLASHING 2 1/2"PARITION SCH'D 1 1/2" X 3/4" VERTICAL HARDWOOD SLATS @ 1 1/2" O.C. ATTACHED TO SOLID WOOD FRAME. VERTICAL SLAT PANEL SHALL HAVE REMOVABLE PORTION FOR MAINTENANCE SCHEDULED BASE SOLID WOOD BLOCKING TO ALIGN FACE OF BASE WITH FACE OF WOOD SLATS PAINT EXPOSED TOP OF BLOCKING FLAT BLACK 2X4 HORIZONTAL FRAME @24" O.C. MAX, PAINTED FLAT BLACK ALL SIDES 2X4 VERTICAL FRAME @24" O.C. MAX, PAINTED FLAT BLACK ALL SIDES SOLID WOOD BLOCKING SUPPORTING FRAME1/2"PREFINISHED FLAT BLACK SHEET METAL FLASHING, FINISH BEHIND WALL BASE ALUMINUM COMPOSITE PANEL CLIPPED TO PLYWOOD SUBSTRATE 3/4" FIRE RETARDANT TREATED PLYWOOD SCHEDULED BASE 1/2" X 4" STEEL BASE PLATE SOLID WOOD BLOCKING TO ALIGN FACE OF BASE WITH FACE OF ALUMINUM PANEL SEALANT, COLOR: BLACK WRAP ALUMINUM FINISH AROUND END OF PANEL 3"PARTITION SCH'D 3' - 6"1" X 1" BRUSHED STAINLESS STEEL U-CHANNEL TOP RAIL W/ PROTECTIVE INSERT 1/2" CLEAR TEMPERED GLASS GUARDRAIL WITH POLISHED EDGES CONCRETE SLAB SEALANT, COLOR: BLACK BRUSHED STAINLESS STEEL BASE CLADDING J-TRIM, MUDDED IN PARTITION SCH'D FASCIA MOUNTED BASE SHOE GLAZING GASKET EXISTING STRUCTURAL BEAM, BO. ELE. 89' -8", VERIFY CONCRETE STEPPED AISLE CORE DRILL CONCRETE AND SET TOP AND BOTTOM POSTS IN EPOXY GROUT POWER SUPPLY FOR LED LIGHT FROM BELOW AND TRAVELS UP POST2' - 10"1 1/2" DIAMETER STAINLESS STEEL HAND RAIL 1 1/2" DIA STAINLESS STEEL BALUSTER POST -REFER TO ELEVATION 1 1/2" DIAMETER STAINLESS STEEL MID RAIL WITH LED LIGHT STRIP, CONTINUOUS BETWEEN HANDRAIL BRACKETS1' - 0"1' - 0"1 1/2" DIAMETER STAINLESS STEEL MID RAIL 2' - 10"1 1/2" DIAMETER STAINLESS STEEL HAND RAIL EXISTING CONCRETE STEPPED AISLE 1 1/2" DIA STAINLESS STEEL BALUSTER POST -REFER TO ELEVATION CORE DRILL CONCRETE AND SET POST IN EPOXY GROUT ADA COMPLIANT STAINLESS STEEL POST CAP WITH ADJUSABLE RAILING BRACKET. 1 1/2" DIAMETER STAINLESS STEEL MID RAIL WITH LED LIGHT STRIP, CONTINUOUS BETWEEN HANDRAIL BRACKETS1' - 0"1' - 0"1 1/2" DIAMETER STAINLESS STEEL MID RAIL 3' - 6"1" X 1" STAINLESS STEEL U-CHANNEL TOP RAIL W/ PROTECTIVE INSERT 1/2" CLEAR TEMPERED GLASS GUARDRAIL WITH POLISHED EDGES SEALANT, COLOR: BLACK GLAZING GASKET ALUMINUM COMPOSITE PANEL CLIPPED TO PLYWOOD SUBSTRATE CONCRETE SLAB 3/4" FIRE RETARDANT TREATED PLYWOOD SCHEDULED BASE 6" 1/2" X 4" STEEL BASE PLATE SEALANT, COLOR: BLACK SOLID WOOD BLOCKING TO ALIGN FACE OF BASE WITH FACE OF ALUMINUM PANEL STRUCTURAL TAPE AND EPOXY ALUMINUM WRAPS UP AND OVER SILL SOLID WOOD BLOCKING SEALANT, COLOR: BLACK WRAP ALUMINUM FINISH AROUND END OF PANEL6 1/2"2"SLOPED 10" CHANNEL, MATCH STAIR RISER ANGLE CORE DRILL AND SET RAILING POST IN EPOXY GROUT COORDINATE CORE LOCATION WITH STRUCTURAL ENGINEER - TYPICAL AT ENDS D1 AE501 D2 AE501 POWER SUPPY FOR LED LIGHTED HANDRAIL TRAVELS UP THROUGH FLOOR SLAB FROM BELOW POWER SUPPY FOR LED LIGHTED HANDRAIL TRAVELS UP THROUGH FLOOR SLAB FROM BELOW 1 1/2" DIAMETER STAINLESS STEEL HAND RAIL TURNED DOWN AT ENDS TO FORM POSTS 1 1/2" DIAMETER STAINLESS STEEL HAND RAIL WITH LED LIGHT STRIP, CONTINUOUS BETWEEN HANDRAIL BRACKETS 4" 4"R 6"R 6" EXISTING BEAM BELOW STEPPED AISLE-TYP EXISTING STEPPED CONCRETE SLAB FOR SEATING-TYP EXISTING CONCRETE RISER FOR STEPPED AISLE-TYP HANDRAIL HEIGHT NOTE: EXISTING STEPPED AISLES WERE CONSTRUCTED UNDER PREVIOUS BUILDING CODE WHICH ALLOWED NON-UNIFORM TREADS. IT IS TECHNICALLY INFEASIBLE TO REVISE THE STEPPED AISLES TO A UNIFORM TREAD LENGTH. DUE TO THIS NON-UNIFORM SLOPE ANGLE, THE HANDRAIL SLOPE VARIES ABOVE THE NOSING OF THE RISER; THE HEIGHT OF THE HANDRAIL ABOVE EACH NOSING SHALL BE WITHIN THE 34-38" REQUIRED BY CURRENT 2018 IBC.2' - 10"3' - 1"1' - 0"D2 AE501 91' - 0" 2 ND LEVEL LANDING ROW 9 ROW 8 ROW 7 ROW 6 ROW 5 ROW 4 ROW 3 ROW 2 ROW 1 80' - 9 1/2" 4" ADA-COMPLIANT POST CAP WITH ADJUSTABLE MOUNTING BRACKET TYPICAL -SEAT ROW NUMBER 2' - 4" +/- 2' - 4" 5' - 8"2' - 4"5' - 8"2' - 4"5' - 8"2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:51:14 AMAE501 DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" C1 GLASS GUARDRAIL SCALE: 1/2" = 1'-0" C2 GLASS GUARDRAIL SCALE: 1/2" = 1'-0" A1 ENLARGED GLASS GUARDRAIL SCALE: 1 1/2" = 1'-0" B6 GYPSUM BOARD REVEAL INTERSECTION SCALE: 1 1/2" = 1'-0" C5 TYPICAL GYPSUM BOARD REVEAL PLAN SCALE: 1 1/2" = 1'-0" B5 TYPICAL GYPSUM BOARD PANELING SECTION SCALE: 1 1/2" = 1'-0" A6 TYPICAL BASE @ PLYWOOD PANELING SECTIONSCALE: 1 1/2" = 1'-0" C4 WOOD SLAT PLAN SCALE: 1 1/2" = 1'-0" D5 WOOD SLAT BASE DETAIL SCALE: 1 1/2" = 1'-0" D4 WOOD SLAT BASE DETAIL @ RETURN AIR SCALE: 1 1/2" = 1'-0" D6 ALUMINUM PANEL BASE DETAIL SCALE: 1 1/2" = 1'-0" A2 GLASS GUARDRAIL DETAIL @ WALKWAY SCALE: 1 1/2" = 1'-0" D1 STEPPED AISLE HANDRAIL DETAIL SCALE: 1 1/2" = 1'-0" D2 STEPPED AISLE HANDRAIL INTERMEDIATE POST DETAIL SCALE: 1 1/2" = 1'-0" A4 GLASS GUARDRAIL DETAIL @ BLEACHER SCALE: 1/2" = 1'-0" A5 TYPICAL EXISTING STEPPED AISLE LED LIGHTED HANDRAIL DETAIL 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 4 Date 4 ASI #1 LEVEL 2 91' -0"11' - 4"1' - 4"9' - 0"2' - 4"8' - 8"3"1' - 2"1' - 8"4"1' - 7" 3/4" TOE KICK NATURAL WOOD MILLWORK FRONT WOOD VENEER GLASS DISPLAY CASE W/ SLIDING DOORS GLASS SHELVES CUSTOME WOOD GRILLE6' - 0"STAINLESS STEEL BASEBOARD 1' - 4" 6"1' - 11 1/2"1' - 4"1' - 4"1' - 4 1/2"EXISTING CONC. SLAB EXISTING CONC. TOPPING SLAB EXISTING CMU WALL W/ WOOD PANEL SPRAY APPLIED FIREPROOFING STEEL TUBE 3/4" FIRE RETARDANT TREATED PLYWOOD WRAP ALUMINUM FINISH AROUND PANEL END 3" AE502 A2 2' - 4"99' - 8" 3" NORTH EXIT E003 EXISTING CONC. SLAB EXISTING CONC. TOPPING SLAB EXISTING CMU WALL W/ WOOD PANEL SCH'D CEILING DOOR FRAME SCH'D WALL PARTITION SPRAY APPLIED FIREPROOFING STEEL TUBE 3/4" FIRE RETARDANT TREATED PLYWOOD WRAP ALUMINUM FINISH AROUND PANEL END 1 5/8" STEEL STUD LEDGER CONTINUOUS LED STRIP LIGHT WITH DIFFUSER SCH'D DOOR L NORTH EXIT E003 EXISTING STUD WALL W/ WOOD PANEL DOOR FRAME SCH'D WALL PARTITION SCH'D DOOR EXISTING CONC. SLAB EXISTING CONC. TOPPING SLAB SCH'D CEILING BASE MILLWORK TOP MILLWORK 1/4" TEMPERED GLASS BASE GLIDER UPPER ROLLERS2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:51:16 AMAE502 DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1 1/2" = 1'-0" A5 WOOD SLAT WALL AT DISPLAY SCALE: 1 1/2" = 1'-0" A3 INTERIOR NORTH WALL DETAIL AT LIGHT LOCK SCALE: 1 1/2" = 1'-0" C3 INTERIOR SOUTH WALL DETAIL AT LIGHT LOCK SCALE: 1 1/2" = 1'-0" A2 DISPLAY CASE GLASS DETAIL 1 10/30/20 Addendum #1 RIM @ 10' - 0" A.F.F.3 X 2 WELDED BRACE FLOOR FINISH AE503 A6 FLOOR FINISH10' - 0"JACKKNIFING SIDE BRACE 1/4, 7 X 19 AIRCRAFT CABLE 6-5/8" O.D. MAIN DROP PIPE 3-1/2" O.D. PIPE AE503 B6 SIM. AE503 C62"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:51:17 AMAE503 DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1 1/2" = 1'-0" A6 HINGE CLAMP SCALE: 1/2" = 1'-0" A5 BAKSETBALL BACKSTOP SCALE: 1 1/2" = 1'-0" B6 BEAM CLAMP SCALE: 1 1/2" = 1'-0" C6 BRACE CLAMP SCALE: 1/2" = 1'-0" A3 BASKETBALL BACKSTOP 2 11/05/20 Addendum #2 THIS ENTIRE SHEET IS FOR REFERENCE ONLY, ALSO REFER TO STRUCTURAL DWG. AND MANUFACTURER PRODUCT INFO. SINGLE PLY ROOFING EXTG. OR NEW INSULATION EXISTING METAL ROOF DECK 12" MIN. @ HIGHEST PT.COVER BOARD IF APPLICABLE 6" MIN. EXTG. SINGLE PLY ROOFING STL. TUBE, RE. STR. DWG 3 5/8" MTL. STUD BETWEEN STL. TUBES 2" RIGID INSULATION 5/8" EXT. SHEATHING STL . CHANNEL, RE. STR. DWG. RTU MECH. DUCT BLACK BUTYL SEALANT ALUMINUM RETAINER CAP POLYURETHANE SEALANT FASTENERS EXISTING ROOF CURB ACRYLIC OUTER DOME ACRYLIC INNER DOME CONDENSATE PROVISION SANTOPRENE THERMOPLASTIC GASKET (UL LISTED) CONDENSATE WEEP HOLES SEALANT ALUMINUM CURB FRAME SINGLE PLY ROOFING, MATCH EXISTING 6" WIDE LAP STRIP EXISTING ROOFING 12" MIN.12" MIN.1"PREFINISHED METAL FLASHING, AS REQUIRED EXISTING SURFACE MODIFY ECISTING ROOF CURB IF NECESSARYBASE FLASHING FLASHING SEAM EDGE TREATMENT 4"9" MIN.SEALANT VARIES VENT STACK 1/2" GYPSUM PROTECTION BOARD, MATCH EXISTING, IF REQUIRED 5/8" GLASS MAT SINGLE PLY. ROOFING, MATCH EXISTING OVERLAP 1' - 0"2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:51:18 AMAE504 ROOF DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1 1/2" = 1'-0" A1 TYPICAL MECH. UNIT CURB DETAIL SCALE: 6" = 1'-0" A3 TYPICAL SKYLIGHT DETAIL SCALE: 1 1/2" = 1'-0" A5 TYPICAL PIPE PENETRATION 2 11/05/20 Addendum #2 SCHEDULED TILE STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. SCHEDULED TILE CONCRETE SLAB TILE MOVEMENT JOINT TO BE INSTALLED IN ACCORDANCE WITH TCNA EJ171 STANDARD; SEALANT TO MATCH GROUT COLOR. WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"SCHEDULED TERAFLEX AND BACKING. STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. VINYL COMPOSITION TILE CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"8" DIA. DRAIN CUT-OUT 4"3/8"CENTER LINE OF DRAIN SCHEDULED SHEET FLOORING EDGE "T" TO COVER MARINE-GRADE SILICONE SEALANT AT JOINT, 1/8" AND 3/16" MATERIAL THICKNESS T-SHAPED RUBBER WATER STOPPER SHOWER PAN INSERT GYPCRETE UNDERLAYMENT INTEGRAL LEVEL SUPPORT SOUND MAT 3/4" FLOOR SHEATHING CONCRETE STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. SCHEDULED VINYL COMPOSITION TILE. CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"CONCRETE STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. SCHEDULED TILE CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"CONCRETE STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. SCHEDULED TERAFLEX AND BACKING. CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"CONCRETE STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL CONCRETE STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. SCHEDULED CARPET AND BACKING CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"SCHEDULED CARPET AND BACKING. STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. VINYL COMPOSITION TILE CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"SCHEDULED CARPET AND BACKING. STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. SCHEDULED TILE CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"SCHEDULED CARPET AND BACKING. STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. SCHEDULED CARPET AND BACKING CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"2" EQ EQ RUBBER TRANSITION STRIP CONCRETE SCHEDULED CARPET ROUTED FLOORING ADHESIVE DOOR STAINLESS STEEL FLAT HEAD SCREWS 6 1/2" O.C. SEALANT 1/4" MIN. BEAD IN 3 LOCATIONS 2" EQ EQ RUBBER TRANSITION STRIP CONCRETE MARLEY FLOORING ROUTED FLOORING ADHESIVE DOOR SEALANT 1/4" MIN. BEAD IN 3 LOCATIONS 2" EQ EQ STAINLESS STEEL TRANSITION STRIP SCHEDULED VINYL COMPOSITION TILE VINYL COMPOSITION TILE ROUTED FLOORING DOOR STAINLESS STEEL FLAT HEAD SCREWS 6 1/2" O.C. SEALANT 1/4" MIN. BEAD IN 3 LOCATIONS SCHEDULED VINYL COMPOSITION TILE. STONE THRESHOLD, SUBMIT PROFILE FOR APPROVAL; WIDTHS VARY. VINYL COMPOSITION TILE CONCRETE SLAB WIDTH OF JAMB VARIES WITH T.O. UNRECESSED CONC. FLOOR SLAB DOOR PANEL 3/4"2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:51:21 AMAE505 FLOOR TRANSITION DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 3" = 1'-0" A5 TILE TO TILE METAL THRESHOLD SCALE: 3" = 1'-0" A3 TERAFLEX TO VINYL COMPOSITION TILE METAL THRESHOLD SCALE: 3" = 1'-0" A1 ROLL-IN SHOWER THRESHOLD SCALE: 3" = 1'-0" D1 CONCRETE TO VINYL COMPOSITION TILE METAL THRESHOLD SCALE: 3" = 1'-0" B5 CONCRETE TO TILE METAL THRESHOLD SCALE: 3" = 1'-0" B3 CONCRETE TO TERAFLEX METAL THRESHOLD SCALE: 3" = 1'-0" B1 CONCRETE TO CONCRETE METAL THRESHOLD SCALE: 3" = 1'-0" D3 CONCRETE TO CARPET METAL THRESHOLD SCALE: 3" = 1'-0" C5 CARPET TO VINYL COMPOSITION TILE METAL THRESHOLD SCALE: 3" = 1'-0" C3 CARPET TO TILE METAL THRESHOLD SCALE: 3" = 1'-0" C1 CARPET TO CARPET METAL THRESHOLD SCALE: 3" = 1'-0" D5 CONCRETE TO CARPET TRANSITION SCALE: 3" = 1'-0" D6 CONCRETE TO MARLEY FLOORING TRANSITION SCALE: 3" = 1'-0" E1 VCT TO VCT TRANSITION SCALE: 3" = 1'-0" E3 VCT TO VCT METAL THRESHOLD G2-T G2-T G2-T G2-T G2-T AL17' - 0"2"2' - 2"2"9' - 6"2"3' - 2"2"6' - 0"2"6' - 0"2"6' - 0"2" 22' - 0" GLAZING TYPE GLAZING SCHEDULE G1 G1 1/4" GLASS G1-T 1/4" TEMPERED GLASS G2 1" GLASS G2-T 1" TEMPERED GLASS G3-T 1/4" TEMPERED & FROSTED GLASS GENERAL DOOR NOTES 1. DOOR CALLOUTS ARE ON AE100 SERIES KEYPLANS 2. MATCH EXISTING DOOR PANEL, FRAME COLOR & FINISH DOOR SCHEDULE NOTES (REFER TO DOOR SCHEDULE "NOTES" COLUMN) A. THIS DOOR IS INCLUDED AS AN ALTERNATE, REFER TO ALTERNATES B. COMBINE DOOR FRAME WITH ADJACENT FRAME FOR 1 FRAME SYSTEM FOR ALL 4 DOORS AS SHOWN IN PLAN. C. REFER TO ALUMINUM STOREFRONT SYSTEMS FOR FRAME TYPE D. TEMPORARY CONSTRUCTION ACCESS DOOR, CONTRACTOR'S OPTION FOR SECURITY AND ACCESS PURPOSES. E. VAPOR TIGHT STEAM ROOM DOOR, FRAME AND SEAL SYSTEM. F. FROSTED GLASS AT THIS GLASS PANEL. PANEL & FRAME MATERIAL HM HOLLOW METAL WD FLUSH WOOD-THERMO FUSED DOOR ALUM ALUMINUM STOREFRONT FINISH PAINT PAINT -MATCH EXISTING STAIN THERMO FUSED TO MATCH EXISTING DOOR SCHEDULE NOTES WIDTH +1"PARTITION5/8" TYPE "X" GYPSUM BOARD TILE (APPLIED AREA) HM DOOR FRAME 3 5/8" METAL STUD SEALANT @ BOTH SIDES 2" SCHEDULED DOOR JAMB ANCHORS PER JAMB MIN FILL FRAME WITH BATT INSULATION TO MATCH PARTITIONWIDTH + 1"PARTITIONHM DOOR FRAMESEALANT @ BOTH SIDES 2"PARTITIONSCH'D1/2"1/2"SCHEDULED DOOR FILL FRAME WITH BATT INSULATION TO MATCH PARTITION JAMB ANCHORS 3 PER JAMB MIN.8 1/2"5/8" TYPE "X" GYPSUM BOARD (APPLIED AREA) HM DOOR FRAME 1" AIR GAP 8" X 8" X 16" CMU 2" FACE BRICK DOOR SCREW @ 24" O.C. W/ CONDUIT SPACER 12 GA. METAL STRAP 8 1/2"5/8" TYPE "X" GYPSUM BOARD (APPLIED AREA) HM DOOR FRAME 12" X 8" X 16" CMU 2" DOOR SCREW @ 24" O.C. W/ CONDUIT SPACER 12 GA. METAL STRAP SOLID SLAB W/ GLASS PANEL P10 6"6" NARROW HALF GLASS PANEL P21 WIDTH SCH'D 3' - 6"6"VARIES6"6"6"WIDTH SCH'D 6"VARIES 6"6"VARIES1' - 0"HEIGHTSCH'DWIDTH SCH'D SOLID SLAB W/ GLASS PANEL P30 P30AHEIGHTSCH'DHEIGHTSCH'DALUMINUM WIDE STILE (MATCH EXIST'G) WIDTH SCH'D 4 1/2"4 1/2"4 1/2"10"HEIGHTSCHEDULEDFINISHED FLOOR P40 WIDTH SCH'D HEIGHTSCHEDULEDSTEAM ROOM ALUMINUM DOORHEIGHTSCH'D10"SOLID SLAB P01HEIGHTSCH'DWIDTH SCH'D G1-T G1-T G1-T G2-T G2-T TYPICAL FRAME F01 FRAME W/ SINGLE SIDELIGHT F21 NARRROW FRAME F10 FINISHED FLOORHEIGHTSCH'D2" WIDTH SCH'D 2"HEIGHTSCH'D2" WIDTH SCH'D 2"4' - 0"2"1 1/2"3' - 1"1 1/2"HEIGHTSCH'D1 1/2"G1-T 8 1/2" ALIGN EXISTING CMU AND BRICK WALL STEEL ANGLE HEADER AE702 E1 SIM STEEL DOOR FRAME 2"2 1/2"1/4" THICK CLEAT 3/4" THICK HARDWOOD VENEER PANEL ALIGN EXISTING CMU AND BRICK WALL SIMSTEEL DOOR FRAME 2"1/4" THICK CLEAT 3/4" THICK HARDWOOD VENEER PANEL 12 GA. METAL STRAP AE702 E1 SCHEDULED DOOR SCREW @ 24" O.C. W/ CONDUIT SPACER FINISHED FLOOR 2"2' - 8"2"2"4' - 4"2"2' - 6"A G1 EXISTING OPENING EXISTING OPENINGB HOLLOW METAL WINDOW ALUMINUM SKYLIGHT2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:51:25 AMAE600 DOOR, WINDOW SCHEDULE & DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 DOOR AND FRAME SCHEDULE DOOR SIZE DOOR FRAME FIRE RATING (MINUTES) HW. GROUP NOTES RV.WIDTH HEIGHT THICK LEAF 1 TYPE LEAF 2 TYPE MATERIAL FINISH TYPE MATERIAL FINISH LEVEL 1 175 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F21 HM PAINT 0 176 6' - 0" 7' - 0" 1 3/4" P01 P01 HM PAINT F01 HM PAINT 0 A. 177 6' - 0" 7' - 0" 1 3/4" P01 P01 HM PAINT F01 HM PAINT 0 178 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 A. 179 3' - 0" 7' - 0" 1 3/4" P30 WD STAIN F21 HM PAINT 0 179A 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F21.18 HM PAINT 0 179B 3' - 0" 7' - 0" 1 3/4" P10 WD STAIN F21 HM PAINT 0 179C 3' - 0" 7' - 0" 1 3/4" P10 WD STAIN F21 HM PAINT 0 179D 3' - 0" 7' - 0" 1 3/4" P10 WD STAIN F21.18 HM PAINT 0 180 6' - 0" 7' - 0" 1 3/4" P21 P21 WD STAIN F01 HM PAINT 0 181 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0 183 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0 183A 2' - 8" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 189 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F01 HM PAINT 0 189A 4' - 0" 7' - 0" 1 3/4" P01 P01 HM PAINT F01 HM PAINT 0 190 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 190A 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 190B 4' - 0" 7' - 0" 1 3/4" P01 P01 HM PAINT F01 HM PAINT 0 191 3' - 6" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 LEVEL 1C 200 7' - 0" 8' - 0" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 200A 6' - 0" 7' - 0" 1 3/4" P30A P30A AL ANODIZED * AL ANODIZED 0 C. 200B 6' - 0" 7' - 0" 1 3/4" P30A P30A AL ANODIZED * AL ANODIZED 0 C. 200C 6' - 0" 7' - 0" 1 3/4" P30A P30A AL ANODIZED * AL ANODIZED 0 C. 200D 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 211 6' - 0" 8' - 0" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 E001 6' - 0" 7' - 0" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 E002 6' - 0" 7' - 0" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 LEVEL 1D 210 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0 212 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0 213 3' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 LEVEL 2 207A 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 F. 207B 2' - 8" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 207C 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F01 HM PAINT 0 F. 207D 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 A,E. 207E 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 207F 3' - 0" 7' - 0" 1 3/4" P21 WD STAIN F01 HM PAINT 0 F. 220A 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0 220B 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0 261A 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 F. 261B 3' - 0" 7' - 0" 1 3/4" P21 HM PAINT F01 HM PAINT 0 F. 261C 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0 F. 261D 3' - 0" 7' - 0" 1 3/4" P21 HM PAINT F01 HM PAINT 0 F. 261E 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 A,E. 261F 2' - 0" 7' - 0" 1 3/4" P01 HM PAINT F01 HM PAINT 0 261G 3' - 0" 7' - 0" 1 3/4" P01 WD STAIN F01 HM PAINT 0 261H 3' - 0" 7' - 0" 1 3/4" P40 AL ANODIZED F10 AL ANODIZED 0 E003A 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 E003B 3' - 0" 8' - 8" 1 3/4" P01 WD STAIN F01 HM PAINT 0 B. E003C 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 B. E003D 3' - 0" 8' - 8" 1 3/4" P01 WD STAIN F01 HM PAINT 0 B. E003E 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 E003F 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 E003G 3' - 0" 8' - 8" 1 3/4" P01 WD STAIN F01 HM PAINT 0 B. E003H 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 B. E003J 3' - 0" 8' - 8" 1 3/4" P01 WD STAIN F01 HM PAINT 0 B. E003K 6' - 0" 8' - 8" 1 3/4" P01 P01 WD STAIN F01 HM PAINT 0 S004 2' - 6" 6' - 8" 1 3/4" P01 HM PAINT F01 HM PAINT 0 FLOOR FINISH SCALE: 1/4" = 1'-0" B5 ALUMINUM STOREFRONT SYSTEMS SCALE: 1 1/2" = 1'-0" C4 INTERIOR DOOR DETAIL SCALE: 1 1/2" = 1'-0" C3 INTERIOR DOOR DETAIL SCALE: 1 1/2" = 1'-0" C2 INTERIOR DOOR DETAIL SCALE: 1 1/2" = 1'-0" D2 INTERIOR DOOR DETAIL SCALE: 1/4" = 1'-0" DOOR PANEL TYPES SCALE: 1/4" = 1'-0" DOOR FRAME TYPES SCALE: 1 1/2" = 1'-0" E3 GYM DOOR HEAD @ WOOD SCALE: 1 1/2" = 1'-0" D3 GYM DOOR JAMB @ WOOD A2 A5 SCALE: 1/4" = 1'-0" WINDOW TYPESB2 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 SCHEDULED CEILING SCHEDULED BASE FINISH FLOOR LINE NOTES PARTITION TYPE FIRE RATING GA FILE # WP-_ _ _ IBC 2015, TABLE 721.1 (2), 3-1.1 2 HR. CMU6, CMU8, CMU12 8" WALL 12" WALL6" WALL CMU6 CMU8 CMU12 CMU WALL -FOR AREAS WITH TILE FINISH THAT ARE NOT RATED USE THE FOLLOWING FOR TILE ASSEMBLY: TCNA CW223. SEE INTERIOR ELEVATION & FINISH PLANS FOR AREAS W/ WALL FINISH. SCHEDULED CEILING ; SEE REFLECTED CEILING PLANS (1) LAYER OF 5/8" TYPE "X" GYPSUM BOARD STEEL STUD SCHEDULED BASE ACOUSTICAL SEALANT (BOTH SIDES TOP AND BOTTOM) FINISH FLOOR LINE NOTES PARTITION TYPE FIRE RATING GA FILE # WP.___ 3 5/8" STEEL STUD P3 1HR (P3R & P6R) 1049, UL419 *5/8" TYPE "X" GYPSUM BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS W/ 6d CEMENT COATED NAILS, 1 7/8" LONG, 0.0915" SHANK, 15/64" HEAD, 7" O.C., WALL TYPE P3.1.1)* P3, P3S, P6, P6S, P6S-2 STEEL DEFLECTION TRACK P3S 3 5/8" STEEL STUD W/ SOUND INSULATION 6" STEEL STUD 6" STEEL STUD W/ SOUND INSULATION P6 P6S 5"5"7 1/2"7 1/2" 2HR (P6S-2)-2 LAYERS 5/8" "X" ON BOTH SIDES -FOR AREAS WITH TILE FINISH THAT ARE NOT RATED USE THE FOLLOWING FOR TILE ASSEMBLY: DRY AREAS: TCNA W242-20 WET AREAS: TCNA W244C-20 SEE INTERIOR ELEVATION & FINISH PLANS FOR AREAS W/ WALL FINISH. -'S' DENOTES INSULATION, TYPICAL SCHEDULED CEILING ; SEE REFLECTED CEILING PLANS (1) LAYER OF 5/8" TYPE "X" GYPSUM BOARD STEEL STUD SCHEDULED BASE ACOUSTICAL SEALANT (ONE SIDE TOP AND BOTTOM) FINISH FLOOR LINE NOTES PARTITION TYPE FIRE RATING GA FILE # WP.___ C2S-2 1/2" STL. STUD C3-3 5/8" STL. STUD C2S/C3/C3S N/A 1049, UL419 *5/8" TYPE "X" GYPSUM BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS W/ 6d CEMENT COATED NAILS, 1 7/8" LONG, 0.0915" SHANK, 15/64" HEAD, 7" O.C., WALL TYPE P3.1.1)* C1, C2S, C3, C6 STEEL DEFLECTION TRACK 6" STEEL STUD C6 7/8" HAT CHANNEL C1 R18 BATT INSULATION TO BE APPLIED AT ALL EXTERIOR WALL LOCATIONS -FOR AREAS WITH TILE FINISH THAT ARE NOT RATED USE THE FOLLOWING FOR TILE ASSEMBLY: DRY AREAS: TCNA W242-20 WET AREAS: TCNA W244C-20 SEE INTERIOR ELEVATION & FINISH PLANS FOR AREAS W/ WALL FINISH. -APPLY BATT INSULATION TO ALL EXTERIOR WALL LOCATIONS. -'S' DENOTES INSULATION, TYPICAL CONCRETE WALL FINISH FLOOR LINE NOTES PARTITION TYPE FIRE RATING GA FILE # WP-_ _ _ N/A CON6 N/A 6" WALL CON6 BOTTOM OF STRUCTURE2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 12/17/2020 11:51:27 AMAE610 WALL, CEILING, FLOOR TYPES & FINISH LEGENDJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 INTERIOR WALL FINISH LEGEND Finish Code Product Type Location Specs Note(s) W2 FIBERGLASS REINFORCED PANEL CUSTODIAN 176 MANF: ALTRO PURAGUARD TYPE: EXTRUDED SEMI-RIGID PVCu SHEET STYLE/PATTERN: SMOOTH SURFACE COLOR: SALT W139 INSTALLATION: APPLIED TO WALL WITH ALTRO ADHESIVE, W/ 1-PART START & EDGE TRIM DIMENSIONS: 4'X4', .08" THICK PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR FINISH LEGEND Finish Code Product Type Location Specs Note(s) M2 SOLID SURFACE TICKET BOOTH, EQUIPMENT ROOM MANF: WILSONART TYPE: SOLID SURFACE STYLE/PATTERN: COLOR: CASHMERE MIRAGE 9135MG INSTALLATION: DIMENSIONS: WEIGHT: BACKING: PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: M3 SOLID WOOD DISPLAY AREA MANF: TYPE: NATURAL WOOD STYLE/PATTERN: OAK COLOR: WHITE OAK INSTALLATION: DIMENSIONS: PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: M4 PLASTIC LAMINATE SORT & ASSEMBLE ROOM MANF: FORMICA TYPE: LAMINATE STYLE/PATTERN: COLOR: NEUTRAL TWILL MATTE FINISH 8826-58 INSTALLATION: VERTICAL SURFACE-CABINETS, DRAWERS AND SHELVES DIMENSIONS: WEIGHT: BACKING: PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: M5 SOLID SURFACE RESTROOMS, LOCKER ROOMS MANF: WILSONART TYPE: SOLID SURFACE STYLE/PATTERN: - COLOR: FROSTY WHITE MIRAGE INSTALLATION: COUNTERTOP & 4" BACKSPLASH DIMENSIONS: 3/4" THICK (2CM) WEIGHT: BACKING: PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR REP: REP PHONE: REP EMAIL: PAINT P1 PAINT GENERAL WALL PAINT MANF: SHERWIN WILLIAMS TYPE: PAINT STYLE/PATTERN: COLUMBIA (COLOR GUILD) COLOR: SHELL WHITE SW8917 INSTALLATION: 3X COATS, EGGSHELL FOR WALLS; SEMI-GLOSS FOR TRIM, DOORS & MILLWORK; FLAT FOR CEILINGS PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: P2 PAINT PLATFORM MANF: SHERWIN WILLIAMS TYPE: PAINT COLOR: TRICORN BLACK SW6258 INSTALLATION: 3X COATS, EGGSHELL FOR WALLS; SEMI-GLOSS FOR TRIM, DOORS & MILLWORK; FLAT FOR CEILINGS PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: P3 PAINT DISPLAY AREA MANF: SHERWIN WILLIAMS TYPE: PAINT COLOR: NAVAL SW6244 INSTALLATION: 3X COATS, EGGSHELL FOR WALLS; SEMI-GLOSS FOR TRIM, DOORS & MILLWORK; FLAT FOR CEILINGS PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: WALL T1 TILE LOCKER ROOMS MANF: AMERICAN OLEAN TYPE: GLAZED CERAMIC STYLE/PATTERN: PERSPECTA COLOR: CIRRUS WHITE PE09 INSTALLATION: STRAIGHT VERTICAL STACK DIMENSIONS: 8"X24" GROUT MANF: MAPEI GROUT COLOR: SILVER 27 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR T2 TILE LOCKER ROOMS SHOWERS MANF: DALTILE TYPE: GLAZED CERAMIC STYLE/PATTERN: COLOR WHEEL COLLECTION - LINEAR COLOR: SEA BREEZE 1174 INSTALLATION: STRAIGHT VERTICAL STACK DIMENSIONS: 8"X24" GROUT MANF: MAPEI GROUT COLOR: SILVER 27 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR T3 TILE STEAM ROOM WALLS MANF: DALTILE TYPE: PORCELAIN MOSAIC STYLE/PATTERN: KEYSTONES COLORBODY PORCELAIN COLOR: ARCTIC WHITE D617 INSTALLATION: STRAIGHT JOINT DIMENSIONS: 2"X2" GROUT MANF: MAPEI GROUT COLOR: SILVER 27 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONSTRACTOR T4 TILE MEN'S 183 & WOMEN'S 181 RESTROOMS, RESTROOM 212 MANF: DALTILE TYPE: COLORBODY PORCELAIN STYLE/PATTERN: UNIFORM CONCRETE, POLISHED COLOR: WHITE UC10 INSTALLATION: HORIZONTAL STRAIGHT STACK DIMENSIONS: 12"X24" GROUT MANF: MAPEI GROUT COLOR: ALABASTER 01 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONSTRACTOR W1 ACOUSTIC WOOD GRILL TICKET BOOTH, DISPLAY AREA MANF: 9 WOOD TYPE: 3200 ACOUSTIC WOOD GRILLE STYLE/PATTERN: 3200 STYLE ACOUSTIC PLANK SPECIES: MAPLE, QUARTER SAWN, BOOK MATCHED TO MATCH ARCHITECTS SAMPLE FINISH: SATIN SHEEN INSTALLATION: DIMENSIONS: 3/4" THICK WITH 1/16" WIDE GROOVES SPACED 8mm O.C.; PANEL SIZE AND JOINTS AS DETAILED BACKING: 1" THICK, BLACK INSULATION BEHIND PANEL FACE PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR FINISH LEGEND Finish Code Product Type Location Specs Note(s) C6 PORCELAIN TILE STEAM ROOM MANF: DALTILE TYPE: PORCELAIN MOSAIC STYLE/PATTERN: KEYSTONES COLORBODY PORCELAIN COLOR: ARCTIC WHITE D617 INSTALLATION: STRAIGHT JOINT DIMENSIONS: 2"X2" GROUT MANF: MAPEI GROUT COLOR: SILVER 27 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR FLOOR F1 CARPET TILE TICKET BOOTH, OFFICES MANF: INTERFACE TYPE: CARPET TILE STYLE/PATTERN: FREQUENCY II COLOR: REPETEND 9422 INSTALLATION: DIMENSIONS: PROVIDED BY: OWNER INSTALLED BY: OWNER REP: REP PHONE: REP EMAIL: F2 CARPET TILE MANF: INTERFACE TYPE: CARPET TILE STYLE/PATTERN: STEP REPEAT SR899 COLOR: SMOKE 104938 INSTALLATION: DIMENSIONS: WEIGHT: BACKING: PROVIDED BY: OWNER INSTALLED BY: OWNER REP: REP PHONE: REP EMAIL: F3 VINYL COMPOSITION TILE 2ND FLOOR FINISH MANF: ARMSTRONG TYPE: VCT STYLE/PATTERN: IMPERIAL TEXTURE STANDARD EXCELON COLOR: SHELTER WHITE 51836 INSTALLATION: DIMENSIONS: WEIGHT: BACKING: PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: F4 VINYL COMPOSITION TILE 2ND FLOOR ACCENT FINISH MANF: ARMSTRONG TYPE: VCT STYLE/PATTERN: IMPERIAL TEXTURE STANDARD EXCELON COLOR: GENTIAN BLUE 51946 INSTALLATION: DIMENSIONS: WEIGHT: BACKING: PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: F5 CONCRETE MANF: TYPE: POLISHED CONCRETE STYLE/PATTERN: CLEAR COLOR: CLEAR INSTALLATION: LOW SHEEN, 300 GRIT PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: F6 PORCELAIN TILE LOCKER ROOMS, STEAM ROOM, NURSING ROOMS MANF: DALTILE TYPE: PORCELAIN MOSAIC STYLE/PATTERN: KEYSTONES COLORBODY PORCELAIN COLOR: 15% SUEDE GRAY D182, 15% DESERT GRAY SPEC D200, 35% GALAXY D023, 35% ARCTIC WHITE D617 INSTALLATION: STRAIGHT JOINT DIMENSIONS: 1"x1" GROUT MANF: MAPEI GROUT COLOR: IRON 107 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR F7 PORCELAIN TILE MEN'S 183 & WOMEN'S 181 RESTROOMS MANF: DALTILE TYPE: PORCELAIN MOSAIC STYLE/PATTERN: KEYSTONES COLORBODY PORCELAIN COLOR: 50% MOONSHINE D117, 25% DESERT GRAY SPEC D200, 25% GALAXY D023 INSTALLATION: STRAIGHT JOINT DIMENSIONS: 1"X1" GROUT MANF: MAPEI GROUT COLOR: SILVER 27 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR F8 TARAFLEX SPINNING ROOM MANF: GERFLOR TYPE: TARAFLEX STYLE/PATTERN: SPORT M PLUS DRY-TEX COLOR: LIGHT CHERRY DESIGN 6350 INSTALLATION: GLUE DOWN DIMENSIONS: BACKING: DOUBLE DENSITY CXP HD FOAM BACKING PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR F9 CONCRETE MANF: - TYPE: POLISHED CONCRETE STYLE/PATTERN: STAINED BLACK COLOR: BLACK STAIN INSTALLATION: LOW SHEEN, 300 GRIT PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR F10 PORCELAIN TILE RESTROOM 212 MANF: DALTILE TYPE: PORCELAIN MOSAIC STYLE/PATTERN: KEYSTONES COLORBODY PORCELAIN COLOR: DESERT GRAY D014 INSTALLATION: STRAIGHT JOINT DIMENSIONS: 2"X2" GROUT MANF: MAPEI GROUT COLOR: PEWTER 02 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR MILLWORK M1 PLASTIC LAMINATE TICKET BOOTH, EQUIPMENT ROOM MANF: WILSONART TYPE: LAMINATE STYLE/PATTERN: COLOR: WHITE NEBULA 4621 INSTALLATION: DIMENSIONS: WEIGHT: BACKING: PROVIDED BY: INSTALLED BY: REP: REP PHONE: REP EMAIL: FINISH LEGEND Finish Code Product Type Location Specs Note(s) BASE B1 RUBBER BASE OFFICES, CUSTODIAN 176, MECH, STORAGE, VEST. 1-G, CORRIDOR 143, SW EXIT E001 MANF: ROPPE TYPE: VINYL BASED, TYPE TV STYLE/PATTERN: COLOR: DARK GRAY P150 INSTALLATION: DIMENSIONS: 4"H PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR B2 CARPET BASE OFFICES, TICKET BOOTH, NURSING ROOMS MANF: INTERFACE TYPE: CARPET BASE STYLE/PATTERN: FREQUENCY II COLOR: REPETEND 9422 INSTALLATION: PROVIDE EDGE BAND DIMENSIONS: 4"H PROVIDED BY: OWNER INSTALLED BY: OWNER B3 CARPET BASE SE EXIT MANF: INTERFACE TYPE: CARPET BASE STYLE/PATTERN: STEP REPEAT SR899 COLOR: SMOKE 104938 INSTALLATION: PROVIDE EDGE BAND DIMENSIONS: 4"H PROVIDED BY: OWNER INSTALLED BY: OWNER B4 RUBBER BASE ACTIVITY STORAGE, SPINNING STORAGE, LAUNDRY MANF: ROPPE TYPE: VINYL BASED, TYPE TV STYLE/PATTERN: COLOR: FLAX 632 INSTALLATION: DIMENSIONS: 4"H PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR B5 RUBBER BASE SPINNING ROOM, CORRIDORS MANF: ROPPE TYPE: VINYL BASED, TYPE TV STYLE/PATTERN: COLOR: BLACK 100 INSTALLATION: DIMENSIONS: 4"H WEIGHT: BACKING: PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR B6 (ALT.) STAINLESS STEEL BASE LOBBY MANF: INPRO TYPE: STAINLESS STEEL SANI-BASE STYLE/PATTERN: STRAIGHT BASE COLOR: - INSTALLATION: DIMENSIONS: 4"H PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR B7 TILE BASE MEN'S & WOMEN'S LOCKER ROOMS, NURSING ROOMS MANF: DALTILE TYPE: PORCELAIN MOSAIC BASE STYLE/PATTERN: KEYSTONES COLORBODY PORCELAIN, BUILD-UP BASE MB4C COLOR: 15% SUEDE GRAY D182, 15% DESERT GRAY SPEC D200, 35% GALAXY D023, 35% ARCTIC WHITE D617 INSTALLATION: BUILD-UP BASE DIMENSIONS: 4"H GROUT MANF: MAPEI GROUT COLOR: IRON 107 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR B8 TILE BASE MEN'S 183 & WOMEN'S 181 RESTROOMS MANF: DALTILE TYPE: PORCELAIN MOSAIC BASE STYLE/PATTERN: KEYSTONES COLORBODY PORCELAIN, BUILD-UP BASE MB4C COLOR: 50% MOONSHINE D117, 25% DESERT GRAY SPEC D200, 25% GALAXY D023 INSTALLATION: BUILD-UP BASE DIMENSIONS: 4"H GROUT MANF: MAPEI GROUT COLOR: SILVER 27 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR B9 TILE BASE RESTROOM 212 MANF: DALTILE TYPE: PORCELAIN MOSAIC BASE STYLE/PATTERN: KEYSTONES COLORBODY PORCELAIN, BUILD-UP BASE MB4C COLOR: DESERT GRAY D014 INSTALLATION: BUILD-UP BASE DIMENSIONS: 4"H GROUT MANF: MAPEI GROUT COLOR: PEWTER 02 GROUT SIZE: 1/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR CEILING C3 ACOUSTIC TILE OFFICES, HW 2-B MANF: USG CEILING SOLUTIONS TYPE: RADAR BASIC ACOUSTICAL PANELS STYLE/PATTERN: DON BRAND COLOR: WHITE INSTALLATION: 15/16" SQUARE LAY-IN EDGE PROFILE, ITEM#1910, PRELUDE SUSPENSION DIMENSIONS: 24"X24"X5/8" PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR C4 PAINT MANF: SHERWIN WILLIAMS TYPE: PAINTED GYP STYLE/PATTERN: COLUMBIA (COLOR GUILD) COLOR: SHELL WHITE SW8917 INSTALLATION: 3X COATS, EGGSHELL FOR WALLS; SEMI-GLOSS FOR TRIM, DOORS & MILLWORK; FLAT FOR CEILINGS DIMENSIONS: PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR C5 OPEN TO STRUCTURE ABOVE SPINNING ROOM, SPINNING STORAGE, MECH, ACTIVITY STORAGE MANF: - TYPE: DRY FALL PAINT STYLE/PATTERN: - COLOR: DUST GREY INSTALLATION: SPRAY ON ALL ITEMS ON CEILING, DECK, MECH DUCTS, ETC.; SPRAY 12" BELOW LOWEST MECHANICAL DUCTWORK-FIELD VERIFY. PROVIDED BY: CONTRACTOR INSTALLED BY: CONTRACTOR 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 4 Date 4 ASI #1 5' - 0"2' - 0"4 1/2"4' - 0" 26.04 B5 09.01 P1 26.04 26.04 6' - 4 1/2"12' - 0"12' - 0"6' - 7 1/2" SIM. 09.10 10.05 7 1/2" 02.09 P1 08.03 09.10 B5 4' - 0"5' - 8"5' - 8"4' - 8" 08.05 08.05 08.05 02.28 08.03 08.03 02.28 02.06 09.10 09.01 02.2809.10 02.28 02.09 3' - 0"1' - 6"3' - 0"2' - 10"254 2'-0" 212 2'-0" 212 2'-0" M4 M4 M4 06.02 M2 1"1" 06.06 M4 3' - 0"1' - 6"3' - 0"2' - 10"212 2'-0" 254 2'-0" 212 2'-0" M4 M4 M4 06.02 M2 1"1" 06.06 M4 5' - 0"2' - 10"06.06 M4 06.02 M2 3' - 0"3' - 0"3' - 0"1' - 0"2' - 0"7' - 0"08.03 P1 09.10 B1 400 1'-8" 400 1'-8" 400 1'-8" M4 M4 M4 09.10 B1 09.0109.01 1/2"3' - 6"3' - 9"3' - 6"1/2"1' - 8"1' - 7" 09.01 09.01 P1 P1 P1 P1 09.10 09.107' - 0"2' - 0"400 1'-4" 400 1'-4" 400 1'-4" B1 B1 M4 M4 M4 02.28 02.28 2' - 0"7' - 0"09.01 P1 09.10 B1 400 1'-4" 400 1'-4" 400 1'-4" M4 M4 M4 3' - 0"3' - 0"3' - 0"1' - 3"1' - 3"3' - 5"3' - 5"3' - 5"3' - 5"1' - 3 1/2"2' - 0"7' - 0"09.01 P1 400 1'-4" 400 1'-4" 400 1'-4" 400 1'-4" M4 M4 M4 M4 08.03 08.03 09.10 09.01 08.03 09.10 09.01 09.01 08.0308.03 09.01 08.03 09.10 09.01 P1B48"03.0202.09 11.01 09.10 02.09 02.0202.27 B4 P1 09.0109.1002.27 P1B4 02.37 09.01 11.01 11.01 11.01 11.01 02.03 02.09 03.02 8"09.10 B4 P12"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:51:34 AMAE700 INTERIOR ELEVATIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/4" = 1'-0" A2 SPINNING - SOUTH SCALE: 1/4" = 1'-0" A4 SPINNING - WEST SCALE: 1/4" = 1'-0" A1 SPINNING ROOM - EAST SCALE: 1/4" = 1'-0" A6 SPINNING ROOM - NORTH SCALE: 1/4" = 1'-0" C6 SORT & ASSEMBLE ISLAND - WEST SCALE: 1/4" = 1'-0" D6 SORT & ASSEMBLE ISLAND - EAST SCALE: 1/4" = 1'-0" B1 SORT & ASSEMBLE ISLAND - NORTH SCALE: 1/4" = 1'-0" B4 SORT & ASSEMBLE - WEST SCALE: 1/4" = 1'-0" B6 SORT & ASSEMBLE - NORTH SCALE: 1/4" = 1'-0" B5 SORT & ASSEMBLE - SOUTH SCALE: 1/4" = 1'-0" B2 SORT & ASSEMBLE - EAST SCALE: 1/4" = 1'-0" C5 WELLNESS CENTER - NORTH SCALE: 1/4" = 1'-0" C4 WELLNESS CENTER - SOUTH SCALE: 1/4" = 1'-0" C2 WELLSNESS CENTER - WEST SCALE: 1/4" = 1'-0" C1 WELLNESS CENTER - EAST SCALE: 1/4" = 1'-0" D5 LAUNDRY RM. - NORTH SCALE: 1/4" = 1'-0" D4 LAUNDRY RM. - SOUTH SCALE: 1/4" = 1'-0" D2 LAUNDRY RM. - WEST SCALE: 1/4" = 1'-0" D1 LAUNDRY RM. - EAST 1 10/30/20 Addendum #1 02.02 EXISTING WALL TO REMAIN 02.03 EXISTING CONC. COLUMN 02.06 EXISTING TYP. REINFORCED CONCRETE BLEACHER SEATING 02.09 EXISTING BEAM 02.27 EXISTING BRICK VENEER 02.28 EXISTING 12" X 8" X 16" CMU WALL 02.37 EXISTING CONC. FOUND. WALL, 16" THICK 03.02 CONC. FLOOR 06.02 SOLID SURFACE COUNTERTOP 06.06 SIDE MILLWORK PANEL 08.03 SCH'D DOOR 08.05 SCH'D WINDOW 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.10 WALL BASE 10.05 MIRROR 11.01 WASHER / DRYER PROVIDED BY OWNER 26.04 OWNER PROVIDED TV OPENOPEN OPEN OPEN OPEN OPENOPENOPEN 09.15 22.0222.01 10.07 10.01 10.02 10.03 T4 08.03 06.0222.05 22.02 SIM.M5 09.15 T4 08.03 10.03 10.06 SIM.SIM. 10.01 10.02 22.0110.07 SIM. 09.15 T4 09.15 22.05 06.02 T4 M5 10.06 SIM. 22.02 SIM. 10.03 SIM. 09.1509.15 T4 T4 10.11 10.01 10.07 22.01 SIM. SIM. 09.15 09.15 T4 T4 06.02 M5 22.05 10.02 08.03 22.0506.022' - 10"SIM. 09.15 T4 09.1509.15 T4 T4 M5 10.06 10.05 10.05 22.0110.07 09.15 T4 09.15 T4 10.11 10.02 09.15 10.02 T4 06.02 M5 10.06 10.0909.01 09.01 SIM.SIM. 10.09 P1P1 09.10 09.10 09.10 B5 B5 B5 09.08 09.08 09.15 06.02 SIM.M5 T4 10.11 06.02 09.15 SIM. M5 T4 22.05 22.01 10.07 10.02 GENERAL LOCKER NOTES A. REFER TO AE102A FOR 2TIER, 3 TIER, AND REPURPOSED LOCKER LOCATIONS 10.0810.01 10.15 10.1110.0210.01 09.15 T42"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:51:40 AMAE701 INTERIOR ELEVATIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/4" = 1'-0" A6 RESTROOM (MEN) - NORTH SCALE: 1/4" = 1'-0" B6 RESTROOM (MEN) - SOUTH SCALE: 1/4" = 1'-0" A4 RESTROOM (MEN) - WEST 1 SCALE: 1/4" = 1'-0" A2 RESTROOM (MEN) - WEST SCALE: 1/4" = 1'-0" B4 RESTROOM (MEN) - EAST SCALE: 1/4" = 1'-0" D6 RESTROOM (WOMEN) - EAST SCALE: 1/4" = 1'-0" C4 RESTROOM (WOMEN) - NORTH SCALE: 1/4" = 1'-0" D4 RESTROOM (WOMEN) - SOUTH SCALE: 1/4" = 1'-0" C6 RESTROOM (WOMEN) - WEST SCALE: 1/4" = 1'-0" C1 HALLWAY LOCKERS - EAST SCALE: 1/4" = 1'-0" B1 RESTROOM (WOMEN) - EAST SCALE: 1/4" = 1'-0" A1 RESTROOM (WOMEN) - WEST SCALE: 1/4" = 1'-0" B2 RESTROOM (MEN) - NORTH 1 10/30/20 Addendum #1 06.02 SOLID SURFACE COUNTERTOP 08.03 SCH'D DOOR 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.08 SCH'D TILE BASE, RE: AE500 DETAILS 09.10 WALL BASE 09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG. 10.01 ADA COMPLIANT GRAB BAR 10.02 TOILET PARTITION 10.03 URINAL PARTITION 10.05 MIRROR 10.06 PAPER TOWEL DISPENSER 10.07 TOILET PAPER DISPENSER 10.08 ADA BENCH 10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE OF EXISTING 10.11 DRESSING PARTITION W/ BENCH 10.15 22.01 WALL MOUNTED TOILET, RE PLUMBING DWG. 22.02 WALL MOUNTED URINAL, SEE PLUMBING 22.05 LAVATORY & FAUCET, RE PLUMBING DWG. 3' - 0"2' - 0" 22.05 10.01 10.07 09.15 T3 22.096' - 8"22.07 09.15 08.03 T3 09.15 T3 10.08 10.01 T3 22.05 09.15 10.01 10.08 22.0709.15 6' - 8"T3 22.09 10.01 10.07 10.01 10.08 09.0109.10 B5 P1 E4 AE702 E5 AE702 E4 AE702 E5 AE702 E5 AE702 E1 AE702 E4 AE702 E5 AE702 A6 AE501 A6 AE501 AE501 A2 AE501 A2 A1 AE7025' - 3"E3 AE600 E5 AE702 E1 AE702 E4 AE702 E3 AE600 D3 AE600 D3 AE600 E4 AE702 E2 AE702 E1 AE702 C1 4' - 0"4" STEEL STUDS @ 16" O.C. HANG FROM VERTICAL TUBE STEEL SUPPORT 5/8" TYPE X GYPSUM BOARD EA. SIDE 1/4" CLEATS @ 24" O.C. MAX HORIZONTALLY 3/4" HARDWOOD VENEER PANEL AE702 E4 AE702 E1 PAINT EXPOSED GYPSUM BOARD ON PLATFORM SIDE FLAT BLACK TO MATCH OTHER PLATFORM WALLS 4" STEEL STUD BOX BEAM HEADER 5/8" GYPSUM BOARD AE702 E1 STEEL TUBE SUPPORT PLATFORM 210 EXISTING GYM COORDINATE HANGING OF STEEL FRAMING WITH SPRAY APPLIED FIREPROOFING FIREPROOFING 1 5/8" STEEL STUDS @ 16" O.C. ATTACHED WITH Z CLIPS CLIPPED TO STUDS PRIOR TO FIREPROOFING PAINT EXPPOSED GYPSUM BOARD FINISH FLAT BLACK EXISTING MASONRY WALL AS SUBSTRATE 1" INSIDE CORNER CHANNEL W/ RETURN KEYS 3/4" THICK WOOD VENEER PANEL 1/4" CLEATS @ 24" O.C. HORIZONTALLY EXISTING MASONRY OR SCH'D PARTITION SUBSTRATE 1" ALUMINM OUTSIDE CORNER CHANNEL W/ RETURN KEYS 3/4" THICK HARDWOOD VENEER PANEL 1/4" THICK CLEATS @ 24" O.C. HORIZONTALLY 1" ALULMINUM "L" ANGLE CHANNEL W/ RETURN KEYS 3/4" THICK HARDWOOD VENEER PANEL EXISTING MASONRY WALL OR SCH'D PARTITION SUBSTRATE 1/4" THICK CLEATS @ 24" O.C. HORIZONTALLY 1" ALUMINUM CHANNEL W/ RETURN KEYS 3/4" THICK HARDWOOD VENEER PANEL EXISTING MASONRY OR SCH'D PARTITION SUBSTRATE 1/4" THICK CLEATS @ 24" O.C. HORIZONTALLY 1/2"JOINT2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:51:45 AMAE702 INTERIOR ELEVATIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/4" = 1'-0" A6 RESTROOM 212 - NORTH SCALE: 1/4" = 1'-0" B6 RESTROOM 212 - SOUTH SCALE: 1/4" = 1'-0" A5 RESTROOM 212 - WEST SCALE: 1/4" = 1'-0" B5 RESTROOM 212 - EAST SCALE: 1/4" = 1'-0" A2 SOUTHWEST EXIT - NORTH SCALE: 1/8" = 1'-0" C6 PLATFORM - EAST SCALE: 1/8" = 1'-0" C5 PLATFORM - WEST SCALE: 1/8" = 1'-0" C1 MAIN GYM - SOUTH SCALE: 1 1/2" = 1'-0" A1 PLATFORM OPENING HEAD DETAIL SCALE: 1 1/2" = 1'-0" E2 HARDWOOD VENEER PANEL INSIDE CORNER DETAIL SCALE: 1 1/2" = 1'-0" E4 HARDWOOD VENEER PANEL CHANNEL OUTSIDE CORNER DETAIL SCALE: 1 1/2" = 1'-0" E1 HARDWOOD VENEER PANEL EDGE DETAIL SCALE: 1 1/2" = 1'-0" E5 HARDWOOD VENEER TYPICAL REVEAL DETAIL SCALE: 1 1/2" = 1'-0" D1 HARDWOOD VENEER PANEL PLAN 2 11/05/20 Addendum #2 4 Date 4 ASI #1 08.03 SCH'D DOOR 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.10 WALL BASE 09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG. 10.01 ADA COMPLIANT GRAB BAR 10.07 TOILET PAPER DISPENSER 10.08 ADA BENCH 22.05 LAVATORY & FAUCET, RE PLUMBING DWG. 22.07 SHOWER FIXTURE, SEE PLUMBING 22.09 WATER CLOSET OPEN OPEN 10.0211.04 09.15 T1 22.05 06.02 10.06 09.15 T1 M5 22.01 10.01 10.07 09.15 T1 10.01 10.07 22.01 10.02 06.02 22.05 10.05 10.06 SIM. 09.15 09.15 SIM.SIM. T1 M5 6' - 0"3' - 10"10.07 22.01 10.02 10.06 06.02 SIM. SIM. 09.15 09.15 10.05 22.05 10.09 09.08 T1 T1 M58"6' - 8"SIM. 22.01 10.07 09.15 T1 10.0609.15 06.02 M5 T1 22.05 10.02 09.15 6' - 0"T16' - 8"8"05.11 09.01 B5P1 09.1005.11 09.01 05.11 P1 09.10 B5 09.10 09.10 09.01 P1 P1 B5 B5 02.28 08.03 09.10 B5 09.01 P1 09.01 02.02 P1P1 5' - 1"2' - 11"2' - 3" 08.03 09.10 P1B5 09.10 B5 E3 AE600 02.28 09.10 B5 B5 09.01 P1 17' - 1"9' - 9" 02.28 P1 09.10 22.10 09.10 B5 P1 04.0402.28 P1 22.10 11' - 11 1/2"6' - 4 1/2" 09.10 B5 09.01 P1 P1 09.10 B5 02.28 P1 09.10 B5 09.01 05.16 05.162"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:51:52 AMAE703 INTERIOR ELEVATIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/4" = 1'-0" B2 EMPLOYEE'S RESTROOM (WOMEN) - EAST SCALE: 1/4" = 1'-0" A4 EMPLOYEE'S RESTROOM (WOMEN) - NORTH SCALE: 1/4" = 1'-0" B4 EMPLOYEE'S RESTROOM (WOMEN) - SOUTH SCALE: 1/4" = 1'-0" A2 EMPLOYEE'S RESTROOM (WOMEN) - WEST SCALE: 1/4" = 1'-0" B5 STUDENT'S RESTROOM (WOMEN) - EAST SCALE: 1/4" = 1'-0" A6 STUDENT'S RESTROOM (WOMEN) - NORTH SCALE: 1/4" = 1'-0" B6 STUDENT'S RESTROOM (WOMEN) - SOUTH SCALE: 1/4" = 1'-0" A5 STUDENT'S RESTROOM (WOMEN) - WEST SCALE: 1/4" = 1'-0" C5 SOUTHEAST EXIT - EAST SCALE: 1/4" = 1'-0" C2 SOUTHEAST EXIT - WEST SCALE: 1/4" = 1'-0" A1 PLATFORM - NORTH SCALE: 1/4" = 1'-0" B1 PLATFORM - EAST SCALE: 1/4" = 1'-0" D2 STORAGE 211 - NORTH SCALE: 1/4" = 1'-0" E2 STORAGE 211 - SOUTH SCALE: 1/4" = 1'-0" D1 STORAGE 211 - WEST SCALE: 1/4" = 1'-0" E1 STORAGE 211 - EAST SCALE: 1/4" = 1'-0" D4 SOUTHEAST EXIT - NORTH 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 4 Date 4 ASI #1 02.02 EXISTING WALL TO REMAIN 02.28 EXISTING 12" X 8" X 16" CMU WALL 04.04 05.11 METAL RAILING 05.16 METAL RAILING W/ GLAZING PANEL 06.02 SOLID SURFACE COUNTERTOP 08.03 SCH'D DOOR 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.08 SCH'D TILE BASE, RE: AE500 DETAILS 09.10 WALL BASE 09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG. 10.01 ADA COMPLIANT GRAB BAR 10.02 TOILET PARTITION 10.05 MIRROR 10.06 PAPER TOWEL DISPENSER 10.07 TOILET PAPER DISPENSER 10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE OF EXISTING 11.04 SPIN DRYER PROVIDED BY OWNER 22.01 WALL MOUNTED TOILET, RE PLUMBING DWG. 22.05 LAVATORY & FAUCET, RE PLUMBING DWG. 22.10 FLOOR SINK, RE. PLUMBING DWG. OPEN OPENOPEN OPEN OPENOPEN OPEN OPEN 10.08 10.05 SIM. 10.10 09.15 SIM. 08.03 09.08 4' - 10"3' - 10"06.02 T1 M5 09.15 08.03 11.04 T1 10.09 SIM. 09.0811.04 10.10 SIM. 10.08 09.15 10.05 SIM. 06.0209.08 T1 M5 09.15 T1 T1 T2 09.15 09.15 4' - 0"2' - 0"3' - 0"09.15 T1 09.15 T2 3' - 0"2' - 0"4' - 0"09.15 10.09 11.04 T1 09.15 T2 3' - 0"2' - 0"4' - 0"12.0510.13 22.07 08.03 09.15 09.08 10.10 SIM. 04.03 T1 10.1009.15 09.08 SIM. 04.03 04.03 10.09 T1 04.03 09.08 09.1510.10 SIM.T1 09.15 T1 09.15 T2 3' - 0"2' - 0"4' - 0"12.05 22.07 10.1610.08 10.01 GENERAL LOCKER NOTES A. REFER TO AE102A FOR 2TIER, 3 TIER, AND REPURPOSED LOCKER LOCATIONS 09.15 T1 08.02 10.08 10.10 SIM. 09.08 10.05 3' - 10"SIM. 2' - 9"09.15 T1 10.10 SIM. 08.03 09.01 P1 09.10 B7 08.03 06.02 22.05 M5 09.01 P1 09.10 B7 09.10 B7 P1 09.01 09.10 B7 22.05 06.02 M5 09.01 P1 09.10 B7 06.02 M5 09.01 09.10 B7 P1 22.05 06.02 M5 09.01 09.10 P1 B7 06.0222.05 M5 09.13 09.10 B7 P1 08.03 09.01 P1 09.10 B72"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:52:01 AMAE704 INTERIOR ELEVATIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/4" = 1'-0" D5 EMPLOYEE'S LOCKER ROOM (WOMEN) - NORTH SCALE: 1/4" = 1'-0" D3 EMPLOYEE'S LOCKER ROOM (WOMEN) - SOUTH SCALE: 1/4" = 1'-0" A2 STUDENT'S LOCKER ROOM (WOMEN) - NORTH SCALE: 1/4" = 1'-0" B2 STUDENT'S LOCKER ROOM (WOMEN) - SOUTH SCALE: 1/4" = 1'-0" C6 TYP. STUDENT'S SHOWER ROOM (WOMEN) - NORTH SCALE: 1/4" = 1'-0" C5 TYP. STUDENT'S SHOWER ROOM (WOMEN) - SOUTH SCALE: 1/4" = 1'-0" C4 TYP. STUDENT'S SHOWER ROOM (WOMEN) - WEST SCALE: 1/4" = 1'-0" A1 STUDENT'S LOCKER ROOM (WOMEN) - WEST SCALE: 1/4" = 1'-0" B1 STUDENT'S LOCKER ROOM (WOMEN) - EAST SCALE: 1/4" = 1'-0" C1 EMPLOYEE'S LOCKER ROOM (WOMEN) - EAST SCALE: 1/4" = 1'-0" C2 TYP. STUDENT'S SHOWER ROOM (WOMEN) - EAST SCALE: 1/4" = 1'-0" B5 EMPLOYEE'S LOCKER ROOM (MEN) - NORTH SCALE: 1/4" = 1'-0" A5 EMPLOYEE'S LOCKER ROOM (MEN) - SOUTH SCALE: 1/4" = 1'-0" D2 NURSING 261B - NORTH SCALE: 1/4" = 1'-0" D1 NURSING 261B - SOUTH SCALE: 1/4" = 1'-0" E2 NURSING 261B - WEST SCALE: 1/4" = 1'-0" E1 NURSING 261B - EAST SCALE: 1/4" = 1'-0" E6 NURSING 261D - NORTH SCALE: 1/4" = 1'-0" E5 NURSING 261D - SOUTH SCALE: 1/4" = 1'-0" E4 NURSING 261D - WEST SCALE: 1/4" = 1'-0" E3 NURSING 261D - EAST 1 10/30/20 Addendum #1 4 Date 4 ASI #1 04.03 CMU BASE, RE: AE500 DETAILS 06.02 SOLID SURFACE COUNTERTOP 08.02 CEILING ACCESS PANEL 08.03 SCH'D DOOR 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.08 SCH'D TILE BASE, RE: AE500 DETAILS 09.10 WALL BASE 09.13 CMU WALL 09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG. 10.01 ADA COMPLIANT GRAB BAR 10.05 MIRROR 10.08 ADA BENCH 10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE OF EXISTING 10.10 SOLID PLASTIC LOCKER W/ BENCH, REFER TO AE102A FOR 2 OR 3 TIER STYLE LOCATIONS 10.13 WALL MOUNTED ADJUSTABLE BRACKET SHELVES, PROVIDE BLOCKING AS REQ'D 10.16 11.04 SPIN DRYER PROVIDED BY OWNER 12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND STRU. DWGS. FOR CONNECTION AND SUPPORT 22.05 LAVATORY & FAUCET, RE PLUMBING DWG. 22.07 SHOWER FIXTURE, SEE PLUMBING OPEN OPEN OPEN OPENOPEN OPEN 09.15 T1 22.01 10.01 10.07 OPEN SIM. 09.0811.0409.08 04.03 10.10 OPEN 10.09 SIM. SIM. SIM. 06.02 09.08 10.10 09.15 4' - 9" T1 10.08 M5 3' - 11 1/2"3' - 10"3' - 11"3' - 10"4' - 10" 10.05 06.02 10.02 SIM. 10.05 SIM.SIM. 10.06 22.01 10.07 10.01 22.02 10.03 6' - 8"5' - 8"22.05 M5 SIM. SIM. 1' - 0"6' - 0"3' - 10"11.04 10.02 09.15 T1 22.05 09.15 T1 10.06 09.15 T1 09.15 T2 10.13 6' - 8"4' - 0"2' - 0"3' - 0"09.15 2' - 0"3' - 0"09.15 T2 12.05 10.13 6' - 8"T1 4' - 0"09.15 10.10 SIM. 09.083' - 0"2' - 0"T1 09.15 T2 6' - 8"10.13 12.05 09.15 T1 T23' - 0"2' - 0"22.07 6' - 8"SIM. 12.05 10.13 09.15 4' - 0"04.03 09.08 SIM. 04.0306.0209.08 10.05 09.1510.10 10.094' - 9"3' - 10"T1 M5 10.1010.09 SIM.SIM. 06.02 09.0809.08 04.0304.03 09.15 M5 T1 SIM. 04.03 04.0309.08 10.0910.10 09.15 T1 10.1010.10 SIM. 09.08 04.03 GENERAL LOCKER NOTES A. REFER TO AE102A FOR 2TIER, 3 TIER, AND REPURPOSED LOCKER LOCATIONS 08.03 SIM. 10.05 SIM. 10.10 09.08 10.10 2' - 9"3' - 10"09.15 T1 10.08 08.03 09.15 11.04 10.10 SIM.T1 10.10 09.082"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:52:10 AMAE705 INTERIOR ELEVATIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/4" = 1'-0" C2 STUDENT RESTROOM (MEN) - EAST SCALE: 1/4" = 1'-0" B5 STUDENT'S LOCKER ROOM (MEN) - EAST SCALE: 1/4" = 1'-0" A5 STUDENT'S LOCKER ROOM (MEN) - WEST SCALE: 1/4" = 1'-0" C5 STUDENT'S RESTROOM (MEN) - NORTH SCALE: 1/4" = 1'-0" D5 STUDENT'S RESTROOM (MEN) - SOUTH SCALE: 1/4" = 1'-0" C3 STUDENT'S RESTROOM (MEN) - WEST SCALE: 1/4" = 1'-0" D6 TYP. STUDENT'S SHOWER ROOM (MEN) - EAST SCALE: 1/4" = 1'-0" B1 TYP. STUDENT'S SHOWER ROOM (MEN) - NORTH SCALE: 1/4" = 1'-0" B3 TYP. STUDENT'S LOCKER ROOM (MEN) - SOUTH SCALE: 1/4" = 1'-0" C6 TYP. STUDENT'S SHOWER ROOM (MEN) - WEST SCALE: 1/4" = 1'-0" A3 STUDENT'S LOCKER ROOM (MEN) - NORTH SCALE: 1/4" = 1'-0" A1 STUDENT'S LOCKER ROOM (MEN) - SOUTH SCALE: 1/4" = 1'-0" B2 STUDENT'S LOCKER ROOM (MEN) - EAST SCALE: 1/4" = 1'-0" E1 EMPLOYEE'S LOCKER ROOM (MEN) - NORTH SCALE: 1/4" = 1'-0" E3 EMPLOYEE'S LOCKER ROOM (MEN) - EAST SCALE: 1/4" = 1'-0" D1 EMPLOYEE'S LOCKER ROOM (MEN) - WEST 1 10/30/20 Addendum #1 4 Date 4 ASI #1 04.03 CMU BASE, RE: AE500 DETAILS 06.02 SOLID SURFACE COUNTERTOP 08.03 SCH'D DOOR 09.08 SCH'D TILE BASE, RE: AE500 DETAILS 09.15 SCH'D WALL TILE FROM A.F.F. TO FIN, CLG. 10.01 ADA COMPLIANT GRAB BAR 10.02 TOILET PARTITION 10.03 URINAL PARTITION 10.05 MIRROR 10.06 PAPER TOWEL DISPENSER 10.07 TOILET PAPER DISPENSER 10.08 ADA BENCH 10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE OF EXISTING 10.10 SOLID PLASTIC LOCKER W/ BENCH, REFER TO AE102A FOR 2 OR 3 TIER STYLE LOCATIONS 10.13 WALL MOUNTED ADJUSTABLE BRACKET SHELVES, PROVIDE BLOCKING AS REQ'D 11.04 SPIN DRYER PROVIDED BY OWNER 12.05 MOTORIZED CURTAIN, ALSO REFER TO ELEC. AND STRU. DWGS. FOR CONNECTION AND SUPPORT 22.01 WALL MOUNTED TOILET, RE PLUMBING DWG. 22.02 WALL MOUNTED URINAL, SEE PLUMBING 22.05 LAVATORY & FAUCET, RE PLUMBING DWG. 22.07 SHOWER FIXTURE, SEE PLUMBING OPEN OPEN OPEN OPEN 08.03 08.0308.03 08.03 08.03 09.01 09.01 09.01 P3 P3 P3 09.10 09.10 09.10 B4 B4 B4 A5 AE502 D5 AE501 D5 AE501 D5 AE501 D6 AE501 D6 AE501 D6 AE501 D6 AE501 08.07 08.07 08.07 08.07 09.01 P1 09.27 B6 (ALT.) 08.03 08.03 09.20 09.20 06.0706.0706.07 09.2009.20 09.20 OPEN OPEN 3' - 8 1/2"3' - 10"3' - 8 1/2"3' - 10"3' - 8 1/2" OPENOPEN 06.10 06.10 M3 M3 06.09 06.09 06.07 06.07 06.0709.27 09.2709.278' - 4 1/2"4"B6 (ALT.)B6 (ALT.)B6 (ALT.) 09.27 B6 (ALT.) 09.27 09.27 09.27 09.27 B6 (ALT.)B6 (ALT.)B6 (ALT.)B6 (ALT.) 09.27 B6 (ALT.) 09.27 B6 (ALT.) W1 W1 W1 W1 W1 W13' - 4"1' - 11 1/2"4' - 0 1/2"1' - 11 1/2"4' - 0 1/2"1' - 11 1/2"8' - 10"2' - 8"C5 AE501 C5 AE501 TYP.TYP. 08.03 08.03 08.03 08.03 08.03 09.0109.0109.01 P3 P3 P3 09.10 09.10 09.10 B4 B4 B4 09.10 B4 P3 09.0109.01 08.03 09.10 09.01 P3 B4 09.01 211 2'-0" 212 2'-0" 212 2'-0" 7' - 7"6' - 0"6' - 0"6' - 0"7' - 2" 09.01 P1 M1M1M1 09.10 B1 08.0308.03 08.0708.0708.07 08.07 1' - 9"1' - 9"2' - 6"3' - 6"2' - 6"3' - 6" 211 2'-0" M1 06.02 M23' - 4"09.10 B15' - 9 1/2"2' - 8"4' - 11"06.02 M2 P1 09.10 B1 02.282' - 7"2' - 0" 09.01 P1 09.10 B1 M2 2' - 0" 09.10 P1B1 M2 02.28 A5 AE502 1' - 10"29' - 1"1' - 10"3' - 0"EQ.EQ.EQ.2' - 0"1' - 8"4"1' - 4"30' - 1"1' - 4" 06.09 06.09 06.09 06.10 06.10 M3 M3 06.10 M3 06.10 06.1006.10 M3 M3M3 1' - 4"6"11' - 0"2' - 0"6' - 0"3' - 0"3' - 0"1' - 4"1' - 4"1' - 4"2' - 0"1' - 8"4"1' - 4"6' - 4 1/2" 1' - 10"5' - 6 1/2" 1' - 4"6" 06.10 M3 06.10 M3 06.09 6' - 4 1/2"1' - 4" 5' - 6 1/2"1' - 10"3' - 0"1' - 4"1' - 4"1' - 4"2' - 0"2' - 0"2' - 0"6' - 0"3' - 0"6"1' - 4" 06.10 06.10 M3 M3 06.09 D4 AE501 C4 AE501 06.07 W12"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:52:18 AMAE706 INTERIOR ELEVATIONJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/4" = 1'-0" B5 NORTH EXIT - NORTH SCALE: 1/4" = 1'-0" A1 NORTH EXIT - SOUTH SCALE: 1/4" = 1'-0" D5 NORTH EXIT - SOUTH SCALE: 1/4" = 1'-0" B4 NORTH EXIT - WEST SCALE: 1/4" = 1'-0" D4 NORTH EXIT - EAST SCALE: 1/4" = 1'-0" B2 TICKET OFFICE - NORTH SCALE: 1/4" = 1'-0" D2 TICKET OFFICE - SOUTH SCALE: 1/4" = 1'-0" E1 TICKET OFFICE - WEST SCALE: 1/4" = 1'-0" D1 TICKET OFFICE - EAST SCALE: 1/4" = 1'-0" E5 DISPLAY - SOUTH SCALE: 1/4" = 1'-0" E4 DISPLAY - WEST SCALE: 1/4" = 1'-0" E2 DISPLAY - EAST SCALE: 1/4" = 1'-0" B1 TICKET OFFICE EAST SIDE - WEST 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 3 11/10/20 Addendum #3 4 Date 4 ASI #1 02.28 EXISTING 12" X 8" X 16" CMU WALL 06.02 SOLID SURFACE COUNTERTOP 06.07 CUSTOM WOOD GRILLE 06.09 GLASS DISPLAY CASE WITH SLIDING LOCKABLE DOORS 06.10 NATURAL OAK WOOD MILLWORK 08.03 SCH'D DOOR 08.07 OWNER PROVIDED COUNTER SHUTTER 09.01 5/8" TYPE 'X' GYPSUM BOARD 09.10 WALL BASE 09.20 ALUMINUM COMPOSITE MATERIAL PANEL WITH 1/2" REVEAL, CONCEALED FASTENER. SUBMIT SHOP DRAWING FOR THE JOINT LAYOUT 09.27 STAINLESS STEEL BASE AS ALTERNATE, RE. FINISH SCHEDULE F8 P1B5 189 SPINNING RM. F3 P1B4 191 ACTIVITY STOR. F5 P1B1 190 MECH. AE700 A2 A4 F3 P1B4 189A STOR. A3 AE505 B3 AE505 B1 AE505 D1 AE505 A1 A6 09.21 TYP. STOR. F3 P1B4 190B D1 AE505 AE701 A6 B6 AE701 A4B4 AE701 C6D6 AE701 D4 C4 AE700D1 D2 D4 D5 A2 AE701C1 AE700 C4 C1 C2 C5 F3 P1B4 177 ACTIVITY STOR. WELLNESS CTR OFFICE F1 P1B2 179D WELLNESS CTR OFFICE F1 P1B2 179C WELLNESS CTR OFFICE F1 P1B2 179BF1P1B2 179A SORT & ASSEMBLE F1 P1B2 175 CUSTODIAN OFFICE F3 P1B4 178 EQUIP. RM. F5 P1B1 176 CUSTODIAN F3 P1B4 180 LAUNDRY RM. (ALT. 1) (ALT. 2) B1 A1 VEST. F5 P1B1 1-G F1 P1B2 179 NEW WELLNESS CENTER WOMEN'S F7 T4T1 181 MEN'S F7 T4T1 183 11.01 11.01 06.02 M5 10.11 10.11 06.02 M5 VEST. F5 P1B1 1-G 10.09 10.09 D1 AE505 D1 AE505 D1 AE505 D3 AE505 D1 AE505 C1 AE505 C1 AE505 C1 AE505 C1 AE505 D3 AE505 B5 AE505 B5 AE505 09.21 TYP. AE410 A3 AE411 A3 B2 AF101 A5 FITNESS CENTER X XX 182 F5 P1B1 211 STORAGE F10 T4B9 212 RR. STAIR X P2B5 S003 F2 P1B3 E002 SE. EXIT AE703 E2 AE703 C2 AE703 C5 D4 AE702 A2 AE703B1 A1 E1 D2 D1 MAIN GYM 250A PLATFORM X P2B5 210 SW. EXIT X P1B1 E001A1 AE401 E3 AE401 P2 STOR. X P2B1 200 03.07 03.07 STAIR X P2B5 279 D3 AE505 B1 AE505 C1 AE505 B1 AE505 B1 AE505 B1 AE505 D6 AE505 D6 AE505 D5 AE505 E3 AE600 AE702C6 AE702 C5 09.21 TYP. AF101 A3 F5 P1B1 213 HW. F2 P1B3 214 HW. C1 AE501 C2 AE501 AE706 D2 D1 B2 E1 AE706 E5 E2 E4 AE706 A1 AE706 B5 D4 D5 B4 F3 P1- 221 DISPLAY F1 P1B2 220 TICKET OFFICE F3 P3B4 E003 NORTH EXIT AE706 B1 A5 AE502P3 P3 09.27 B6 (ALT.) 09.27 09.27 09.27 09.27 09.27 B6 (ALT.) B6 (ALT.) B6 (ALT.) B6 (ALT.) B6 (ALT.) C5 AE505 C5 AE505 E3 AE505 E3 AE505 E3 AE505 AE704 D3 AE703B2 A2 D5 AE703 A5B5AE704 C6 C4 AE704 A2 B2 B4 A4 C5 A6 B6 A1B1 C1 C2 AE413 A6 F6 T1B7 261A WOMEN'S EMPLOYEE LOCKER RM. 261E STORAGE ALT. 31/4" / 1'-0"1/4" / 1'-0"06.02 M5 06.02 M5 10.11 10.11 10.10 A5 AE505 AE704E1 D1 D2 E2 F6 T1B7 261 WOMEN'S STUDENT LOCKER RM. F6 P1B7 261B NURSING F6 P1B7 261D NURSING AE704 E6 E3 E5 E4 AE705 C6 AE705 D5 C3C2 C5AE705D1 AE705 A5B5 E3 B3 B1 D6 A3 AE705 A1 B2 E1 AE704 B5 AE413 D6 F6 T1B7 207A MEN'S EMP. LOCKER RM. 207D STORAGE ALT. 3 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" 06.02 06.02 M5 M5 10.10 10.10 10.10 A5 AE505 F6 T1B7 207 MEN'S STUDENT LOCKER RM. A5 10.08 FINISH TAG LEGEND F WB 101 ROOM NAME SEE FINISH LEGEND ON SHEET AE610 FOR FINISHES X = KEEP EXISTING FINISH. PATCH & REPAIR AS REQUIRED WALL FINISH BASE FINISEFLOOR FINISH ROOM NUMBER FLOOR FINISH HATCH LEGEND CARPET VCT CONCRETE TILE TERAFLEX2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:52:36 AMAF100 LEVEL 1 & 2 FINISH PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/8" = 1'-0" D3 SPINNING, ACTIVITY & MECH. RMS. FINISH PLANS SCALE: 1/8" = 1'-0" D5 WELLNESS CTR., ACTIVITY STORAGE & LAUNDRY RMS. FINISH PLAN SCALE: 1/8" = 1'-0" D6 FITNESS CENTER FINISH PLAN SCALE: 1/8" = 1'-0" B3 PLATFORM & EXITS FINISH PLAN SCALE: 1/8" = 1'-0" A3 TICKET SALES & NORTH EXIT FINISH PLAN SCALE: 1/8" = 1'-0" D1 WOMEN'S LOCKER ROOM FINISH PLAN SCALE: 1/8" = 1'-0" A1 MEN'S LOCKER ROOM FINISH PLAN 03.07 CONCRETE STAIRS 06.02 SOLID SURFACE COUNTERTOP 09.21 09.27 STAINLESS STEEL BASE AS ALTERNATE, RE. FINISH SCHEDULE 10.08 ADA BENCH 10.09 15" X 18" DOUBLE STACKED LOCKER UNIT, REUSE OF EXISTING 10.10 SOLID PLASTIC LOCKER W/ BENCH, REFER TO AE102A FOR 2 OR 3 TIER STYLE LOCATIONS 10.11 DRESSING PARTITION W/ BENCH 11.01 WASHER / DRYER PROVIDED BY OWNER 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 AE700B2 AE700C6AE700D6 B5 B4 B6 AE700 B1 AE702B5 A6 A5 B6 RESTROOM F10 B9 T4 212 A1 AE505 FINISH TAG LEGEND F WB 101 ROOM NAME SEE FINISH LEGEND ON SHEET AE610 FOR FINISHES X = KEEP EXISTING FINISH. PATCH & REPAIR AS REQUIRED WALL FINISH BASE FINISEFLOOR FINISH ROOM NUMBER FLOOR FINISH HATCH LEGEND CARPET VCT CONCRETE TILE TERAFLEX2"1"0"654321 654321 EDCBAREFERENCE NOTES DATE REVISION PROJECT NUMBER 12/17/2020 11:52:38 AMAF101 ENLARGED FINISH PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020REXBURG ID20054 SCALE: 1/2" = 1'-0" A5 SORT & ASSEMBLE PLAN FINISH PLAN (ALT. 2) SCALE: 1/2" = 1'-0" A3 RESTROOM 212 FINISH PLAN 1 10/30/20 Addendum #1 2 11/05/20 Addendum #2 STRUCTURAL GENERAL NOTES BASIS OF DESIGN 1.GOVERNING BUILDING CODE...............................................2018 IBC 2.OCCUPANCY CATEGORY.......................................................III 3.LOAD COMBINATIONS: ASD -GRAVITY AND LATERAL.......................................1605.3.1 LRFD -GRAVITY AND LATERAL....................................1605.2.1 4.GRAVITY DESIGN: DEAD LOAD ROOF................................................................................20 PSF FLOOR..............................................................................VARIES LIVE LOAD (UNIFORMLY DISTRIBUTED LOADS) STAGE..............................................................................150 PSF GYM FLOOR WITH REINF...............................................150 PSF MECHANICAL....................................................................125 PSF ROOF LIVE LOAD (NOT CONCURRENT WITH ROOF SNOW LOAD)............20 PSF ROOF SNOW LOAD GROUND SNOW LOAD...................................................50 PSF FLAT ROOF SNOW LOAD...............................................39 PSF Is........................................................................................1.10 Ce......................................................................................1.00 Ct.......................................................................................1.00 DRIFTING PER ASCE 7 5.LATERAL DESIGN: WIND DESIGN PER ASCE 7-10 ULTIMATE DESIGN WIND SPEED..................................112 MPH EXPOSURE.....................................................................B INTERNAL PRESSURE COEFFICIENT..........................0.18 TOPOGRAPHIC FACTOR...............................................1.00 SEISMIC DESIGN SEISMIC DESIGN PROCEDURE.....................................EQUIVALENT Ss CHART VALUE.............................................................37 g S1 CHART VALUE.............................................................143 g SITE COEFFICIENT FA....................................................1.30 SITE COEFFICIENT FV....................................................1.50 SDS....................................................................................321 g SD1....................................................................................143 g SITE CLASS.....................................................................C SEISMIC DESIGN CATEGORY.......................................C IMPORTANCE FACTOR Ie...............................................1.25 REDUNDANCY FACTOR..................................................1.00 PORTION OF SNOW LOAD INCLUDED..........................20% GENERAL 1.THE GENERAL CONTRACTOR SHALL: A.BECOME FAMILIAR WITH ALL PORTIONS OF THE CONTRACT DOCUMENTS AND INSURE THAT ALL SUBCONTRACTORS ARE FAMILIAR WITH THOSE PORTIONS PERTAINING TO THEIR AREA OF WORK. NO DEVIATIONS WILL BE ALLOWED UNLESS AGREED UPON BY ALL PARTIES IN WRITING PRIOR TO CONSTRUCTION FABRICATION. B.VERIFY ALL DIMENSIONS AND ELEVATIONS. COORDINATE ALL DEMOLITION, DOORS, WINDOWS, NON- BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS, KERFS, ETC. C.COORDINATE DEMOLITION WITH ARCHITECT'S DRAWINGS. FIELD VERIFY ALL SITE CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER REGARDING ACTUAL CONDITIONS AT THE SITE WHICH ARE NOT PER THE DRAWINGS. D.COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES AND SUBCONTRACTORS. REPORT ANY MODIFICATIONS TO THE STRUCTURAL PORTION OF THE BUILDING BY OTHER TRADES TO THE ARCHITECT AND STRUCTURAL ENGINEER. E.BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES. F.REPORT PROGRESS OF WORK TO ARCHITECT AND STRUCTURAL ENGINEER. G.COORDINATE AND VERIFY LOCATIONS AND WEIGHTS OF MECHANICAL UNITS AND/OR OTHER EQUIPMENT OR DEVICES PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY SUPPORTING STRUCTURE. SUCH LOADS SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF SUCH UNITS AND/OR EQUIPMENT. LATERAL SUPPORT FOR THE EQUIPMENT SHALL BE PROVIDED BY EQUIPMENT INSTALLER. H.COORDINATE AND VERIFY ROOF, FLOOR, AND WALL OPENINGS REQUIRED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR OTHER DRAWINGS PRIOR TO CONSTRUCTION. REPORT OPENINGS REQUIRED WHICH ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. I.COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL NOTES, OR SPECIFICATIONS WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 2.CONTRACT DOCUMENTS: A.REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE DRAWINGS. B.DETAILS, SECTIONS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OR SHOWN OTHERWISE. C.THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. D.INFORMATION ON DRAWINGS INDICATING EXISTING CONDITIONS IS BASED ON BEST PRESENT KNOWLEDGE, BUT MAY NOT BE ENTIRELY ACCURATE AND MUST BE FIELD VERIFIED. 3.BUILDING CODE COMPLIANCE: A.INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND STANDARDS. ASTM, IBC, AND OTHER DESIGNATIONS SHALL BE AS AMENDED TO LATEST DATE UNLESS NOTED OTHERWISE. 4.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS: A.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD, MEANS, AND SEQUENCE OF ALL STRUCTURAL ERECTION EXCEPT WHEN SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING TO PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT DURING ERECTION. THIS SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE PLACED AND ALL FINAL CONNECTIONS ARE COMPLETED, INCLUDING ALL ROOF AND FLOOR ATTACHMENTS. B.SHORING AND SUPPORTING FORM WORK FOR SUSPENDED CONCRETE OR MASONRY MATERIAL SHALL REMAIN IN PLACE AND SHALL NOT BE REMOVED UNTIL THE STRUCTURAL MEMBERS HAVE ACQUIRED SUFFICIENT STRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT AND ANY ADDITIONAL CONSTRUCTION, STORAGE, AND/OR OTHER LOADS TO WHICH THE MAY BE SUBJECTED. IN NO CASE SHALL THEY BE REMOVED PRIOR TO 7 DAYS. RE-SHORING SHALL BE IMMEDIATELY INSTALLED UPON REMOVAL OF SUCH FORMS AND SHALL REMAIN IN PLACE UNTIL 28 DAYS AFTER PLACING OF MATERIAL OR UNTIL MATERIAL HAS REACHED ITS 28 DAY DESIGN STRENGTH, WHICHEVER IS LONGER. DO NOT REMOVE LARGE AREAS OF SHORING BEFORE STARTING RE-SHORING PROCEDURES. C.NON-BEARING INTERIOR WALLS SHALL BE ADEQUATELY BRACED TO THE STRUCTURE ABOVE WITH ALLOWANCE FOR DEFLECTION OF THE STRUCTURE ABOVE AND/OR BELOW. D.BUILDING WALLS WHICH RETAIN EARTH MUST BE BRACED AT THE TOP. DO NOT BACKFILL UNLESS BRACING IS PROVIDED OR UNTIL THE COMPLETE FLOOR OR ROOF SYSTEM IS IN PLACE, TYPICAL, UNLESS NOTED OTHERWISE. 5.OMISSIONS AND/OR CONFLICTS: A.OMISSIONS IN AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH ANY WORK INVOLVED. B.IN CASE OF CONFLICTS IN THE STRUCTURAL WORK, THE MOST STRINGENT REQUIREMENTS, AS DIRECTED BY THE ARCHITECT AND STRUCTURAL ENGINEER, SHALL BE IMPLEMENTED AT NO ADDITIONAL COST TO THE OWNER. 6.MISCELLANEOUS: A.DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND/OR OWNER SHALL KEEP THE LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN. B.OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. C.STAIRS ARE TO BE AS PER THE ARCHITECTURAL DRAWINGS. D.ELEVATOR MACHINERY SUPPORT BEAMS, GUIDE RAILS, SUPPORTS, ETC., SHALL BE SUPPLIED BY THE ELEVATOR MANUFACTURER. ALL LOADS IMPOSED BY THE ELEVATOR ONTO THE STRUCTURE SHALL BE DETERMINED BY THE ELEVATOR MANUFACTURER AND SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS SUBMITTED FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF THESE LOADS. COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER. E.ALL WORK SHALL BE DONE IN ACCORDANCE WITH OSHA REQUIREMENTS. ANY CONFLICTS BETWEEN THESE DOCUMENTS AND OSHA REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK. 7.SUBMITTALS: A.THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, ERECTION, INSTALLATION, OR OTHERWISE BEING INCORPORATED INTO THE WORK. MATERIALS CERTIFICATION FOR ALL CONCRETE MATERIALS. MIX DESIGNS FOR EACH TYPE OF CONCRETE. REINFORCING STEEL SHOP DRAWINGS. STRUCTURAL STEEL SHOP DRAWINGS. WELDING PROCEDURES AND CERTIFICATIONS. B.A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR THE REVIEW OF ALL SUBMITTALS BY THE ARCHITECT AND STRUCTURAL ENGINEER. C.REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING. REASON(S) FOR THE REQUEST AND COST DIFFERENTIALS SHALL BE INCLUDED IN THE REQUESTS. SUBSTITUTIONS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER. G.CONTINUOUS FOOTINGS WITHOUT CONCRETE FOUNDATION WALLS ABOVE SHALL BE REINFORCED WITH A MINIMUM OF 2-#6 LONGITUDINAL TOP BARS IN ADDITION TO REINFORCING SPECIFIED IN THE FOOTING SCHEDULE. AT OPENINGS, PROVIDE (1) #6 TOP BAR FOR EACH FOOT OF FOOTING WIDTH OR PORTION THEREOF, EXTEND 24" BEYOND EDGE OF OPENING, EACH SIDE. H.NO PENETRATIONS SHALL BE ALLOWED THROUGH ANY CONCRETE FOOTING. WHEN CONFLICTS ARISE BETWEEN UNDERGROUND PLUMBING, UTILITIES, ETC., THE FOOTING SHALL BE STEPPED DOWN BELOW THE CONFLICT AND A CONCRETE WALL, PIER, COLUMN ETC., SHALL BE EXTENDED TO THE FOOTING AS REQUIRED. I.BEARING SURFACES FOR FOOTINGS WHICH ARE, OR BECOME, UNDERMINED DURING CONSTRUCTION SHALL BE BACKFILLED WITH A LEAN-MIX CONCRETE (2000 PSI MIN.). 6.SLABS ON GRADE: A.INTERIOR SLABS ON GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, SHALL BEAR ON A 4 INCH MINIMUM LAYER OF FREE-DRAINING GRAVEL, AND SHALL BE REINFORCED WITH #4 BARS AT 18" O.C. BOTH WAYS, TYPICAL UNLESS NOTED OTHERWISE. PROVIDE CHAIRS WITH SAND PLATES FOR PROPER PLACEMENT. B.SLABS ON GRADE SHALL BE SUBDIVIDED BY CONSTRUCTION AND/OR CONTRACTION (CONTROL) JOINTS INTO ROUGHLY SQUARES WHOSE SIDES SHALL NOT EXCEED 15 FEET IN EITHER DIRECTION. C.SEE ARCHITECTURAL FOR EXTERIOR SLABS ON GRADE, TYPICAL, UNLESS NOTED OTHERWISE. 7. WALLS: A.CONCRETE WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE: WALL VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING (GRADE 60)(GF 0.0012)(GF 0.0020) 8"#4 @ 18" O.C.#4 @ 12" O.C. 10"#4 @ 16" O.C.#5 @ 14" O.C. 12"#4 @ 18" O.C.,E.F.#4 @ 16" O.C.,E.F. 14"#4 @ 18" O.C.,E.F.#4 @ 14" O.C.,E.F. 16"#4 @ 18" O.C.,E.F.#4 @ 12" O.C.,E.F. 18" #4 @ 18" O.C.,E.F.#4 @ 10" O.C.,E.F. (SHEAR WALLS)(GF 0.0025)(GF 0.0025) 8"#5 @ 14" O.C.#5 @ 14" O.C. 10"#5 @ 12" O.C.#5 @ 12" O.C. 12"#4 @ 12" O.C.,E.F.#4 @ 12" O.C.,E.F. 14"#4 @ 10" O.C.,E.F.#4 @ 10" O.C.,E.F. 16"#5 @ 14" O.C.,E.F.#5 @ 14" O.C.,E.F. 18" #5 @ 12" O.C.,E.F.#5 @ 12" O.C.,E.F. B.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL (EXCEPT FOR BASEMENT WALLS, RETAINING WALLS, OR WHEN EACH FACE IS SPECIFIED). C.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR STRUCTURE BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED OTHERWISE. D.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND SPACING AS THE HORIZONTAL REINFORCING. E.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH A STANDARD HOOK. F.WHEN TWO CURTAINS OF STEEL ARE REQUIRED, THE SPLICES IN THE HORIZONTAL REINFORCING OF EACH CURTAIN SHALL NOT OCCUR AT THE SAME LOCATION. G.PENETRATIONS THROUGH ANY CONCRETE WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. H.PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT WALLS. 8. SUSPENDED SLABS, SLABS ON DECK, BEAMS, AND JOISTS: A.LARGE AREAS OF SUSPENDED SLAB SHALL BE PLACED SUCH THAT THE MAXIMUM EXTENT OF ANY INDIVIDUAL CASTING OF SUSPENDED SLAB SHALL NOT EXCEED 65 FEET IN EITHER DIRECTION. B.FORMS AND SCREEDS FOR SUSPENDED CONCRETE MEMBERS SHALL BE CAMBERED 1/4" PER 10 FEET OF SPAN TO COMPENSATE FOR DEAD LOAD DEFLECTIONS. C.CONSTRUCTION JOINTS IN SUSPENDED SLABS AND/OR BEAMS SHALL OCCUR AT OR NEAR MID SPAN, WITHIN THE MIDDLE THIRD. COORDINATE PLACEMENT WITH THE ARCHITECT AND STRUCTURAL ENGINEER. SEE PLANS FOR REQUIRED POUR STRIPS. D.BRIDGING IN CONCRETE JOISTS SHALL BE 6 INCHES NOMINAL WIDTH BY FULL DEPTH OF THE JOIST. REINFORCE WITH 1#5 BY CONTINUOUS TOP AND BOTTOM. 9. COLUMNS: A.VERTICAL REINFORCING IN COLUMNS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS SPLICE LENGTH. SPLICES SHALL OCCUR AT FLOOR LEVELS ONLY. B.LATERAL TIES IN COLUMNS SHALL BE SPACED AT ONE HALF THE REGULAR SPACING BUT NOT MORE THAN 8 INCHES ON CENTER AT THE TOP AND BOTTOM OF THE COLUMN FOR A DISTANCE OF 1/6 THE CLEAR COLUMN HEIGHT, THE MAXIMUM COLUMN PLAN DIMENSION, OR 18 INCHES, WHICHEVER IS GREATER. C.WHEN CROSS SECTIONAL CHANGES OCCUR IN COLUMNS, THE LONGITUDINAL BARS SHALL BE OFFSET IN A REGION WHERE LATERAL SUPPORT IS PROVIDED. AT THE OFFSET, THE SLOPE OF THE INCLINED PORTION SHALL NOT BE MORE THAN 1 IN 6, AND THE LATERAL TIES SHALL BE SPACED NOT OVER 3 INCHES ON CENTER FOR A DISTANCE OF ONE FOOT BELOW AND ABOVE THE POINT OF OFFSET. MASONRY 1.CODES AND STANDARDS: A.MASONRY CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES", AND SECTIONS 2103, 2104, AND 2105 OF THE IBC. 2.MATERIALS: A.MASONRY BLOCK SHALL BE LIGHTWEIGHT CONCRETE MASONRY UNITS AND SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2800 PSI AT 28 DAYS FOR NET AREA. B.MASONRY BRICK SHALL BE CLAY MASONRY UNITS AND SHALL CONFORM TO ASTM C62, GRADE SW, WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. C.MORTAR SHALL BE TYPE "S" AS DEFINED BY THE IBC AND SHALL CONFORM TO ASTM C270, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. IT SHALL CONSIST OF 1.0 PART PORTLAND CEMENT, 0.25 TO 0.5 PARTS HYDRATED LIME OR PUTTY LIME, AND 3.5 TO 4.5 PARTS SAND. ALL MEASUREMENTS ARE PARTS BY VOLUME. NO ADDITIVES ARE ALLOWED. D.GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 FOR F'M = 2000 PSI AT 28 DAYS. IT SHALL BE OF A FLUID CONSISTENCY AND SHALL CONSIST OF A MINIMUM OF 1.0 PART PORTLAND CEMENT, 2.25 TO 3.0 PARTS SAND, AND MAY CONTAIN AN ADDITIONAL 1 TO 2 PARTS PEA GRAVEL IF GROUT SPACES ARE 4" OR MORE IN EVERY DIRECTION. ALL MEASUREMENTS ARE PARTS BY VOLUME. LIMIT FLY ASH TO 15% OF THE TOTAL CEMENTITIOUS MATERIAL. E.PRISM TESTS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'M = 2000 PSI AT 28 DAYS. F.EPOXY SHALL CONFORM TO ASTM C881, TYPES I, II, IV, AND V, GRADE 3, CLASSES B AND C. 3.CONSTRUCTION: A.ALL MASONRY BLOCK SHALL BE STORED UNDER COVER AT THE JOB SITE. B.FACE SHELLS SHALL BE FULLY BEDDED. C.ALL MORTAR JOINTS SHALL BE TOOLED CONCAVE UNLESS NOTED OTHERWISE. D.DO NOT USE MORTAR FOR GROUT. E.DO NOT USE ANY FROZEN MATERIAL. F.PRIOR TO PLACING MASONRY, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC. G.GROUT SHALL BE POURED IN ACCORDANCE WITH LOW LIFT PROCEDURES PER ACI 530, TYPICAL, UNLESS NOTED OTHERWISE. H.GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING AND RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED BUT BEFORE WORKABILITY IS LOST. I.ALL CELLS WHICH CONTAIN REINFORCING, BOLTS, ANCHORS, ETC., AND AS OTHERWISE SPECIFIED SHALL BE GROUTED SOLID. ALL CELLS WHICH ARE TO BE GROUTED SHALL BE CLEAN AND FREE FROM DELETERIOUS MATERIALS. J.GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE. K.HOLES FOR BOLTS IN MASONRY FACE OR END SHELLS SHALL HAVE A DIAMETER TWO INCHES LARGER THAN THE BOLT DIAMETER AND THE HOLE SHALL BE FILLED WITH GROUT. L.NO PENETRATION SHALL BE ALLOWED THROUGH ANY MASONRY BEAM, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT'S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS. M.ALL BOLTS TO BE DRILLED AND EPOXIED SHALL BE INSTALLED IN SOLID MATERIAL. AT CAVITY LOCATIONS GROUT SOLID. ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS. 4.WALLS: A.MASONRY WALLS SHALL BE CONSTRUCTED UTILIZING COMMON RUNNING BOND, TYPICAL, UNLESS NOTED OTHERWISE. B.MASONRY WALLS SHALL BE BUILT AS AN INTEGRAL UNIT AT CORNERS AND INTERSECTIONS. REINFORCING SHALL BE CONTINUOUS AND BACK TO BACK END SHELLS SHALL BE REMOVED IN EACH COURSE. C.MASONRY WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE. WALL VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING (WITH JOINT REINFORCING) 6"1-#4 AT 32" O.C.1-#4 AT 48" O.C. 8"1-#5 AT 32" O.C.2-#3 AT 48" O.C. 10"1-#5 AT 32" O.C.2-#4 AT 48" O.C. 12"1-#6 AT 32" O.C.2-#4 AT 48" O.C. PROVIDE LADDER-TYPE JOINT REINFORCING CONSISTING OF 2-#9 WIRES (3-#9 WIRES AT VENEER) AT 16" O.C. HORIZONTALLY IN ALL MASONRY WALLS. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS. (WITHOUT JOINT REINFORCING) 6"1-#5 AT 32" O.C.1-#4 AT 48" O.C. 8"1-#5 AT 32" O.C.2-#4 AT 48" O.C. 10"1-#6 AT 32" O.C.2-#4 AT 48" O.C. 12"1-#7 AT 32" O.C.2-#4 AT 48" O.C. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS. D.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL UNLESS EACH FACE IS SPECIFIED OR UNLESS NOTED OTHERWISE. E.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR FOUNDATION WALL BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED OTHERWISE. F.PROVIDE VERTICAL REINFORCING IN GROUTED CELL AT ALL CORNERS AND INTERSECTIONS. G.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND SPACING AS THE HORIZONTAL REINFORCING. H.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH A STANDARD HOOK. I.HORIZONTAL REINFORCING SHALL OCCUR AT THE TOP AND BOTTOM COURSE OF ALL MASONRY WALLS EXCEPT THE BOTTOM COURSE HORIZONTAL REINFORCING MAY BE OMITTED WHEN THE WALL IS DOWELED TO A CONCRETE FOUNDATION WALL BELOW. J.OPENINGS IN WALLS WHICH EXCEED 24 INCHES IN EITHER DIRECTION SHALL BE REINFORCED WITH A MINIMUM OF 2-#5 BARS IN GROUTED SPACE ON ALL SIDES OF THE OPENING, TYPICAL, UNLESS NOTED OTHERWISE. VERTICAL BARS SHALL EXTEND THE FULL HEIGHT OF THE WALL BETWEEN SUPPORTS. HORIZONTAL BARS SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND THE EDGES OF THE OPENING. K.PENETRATIONS THROUGH ANY MASONRY WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. L.CONSTRUCTION JOINTS IN REINFORCED MASONRY WALLS SHALL NOT OCCUR AT THE EDGE OF BEAM SUPPORTS AND SHALL BE PROVIDED PER THE ARCHITECTURAL DRAWINGS. M.WHERE HORIZONTAL REINFORCING BARS JOIN CONCRETE WALLS, COLUMNS, OR PILASTERS, REINFORCING SHALL BE CONTINUOUS. ALSO, A KEY SHALL BE PROVIDED BETWEEN THE MASONRY AND THE CONCRETE. FILL KEY WITH GROUT. 5.COLUMNS: A.GROUT JAMBS SOLID FOR FULL HEIGHT OF WALL (FLOOR TO FLOOR AND/OR ROOF) AT SIDES OF OPENINGS; ONE CELL FOR EACH 4'-0" OF SPAN OR PORTION THEREOF. REINFORCE WITH 2- #5 VERTICAL BARS IN EACH GROUTED CELL WITH ONE BAR PLACED AT EACH FACE OF WALL, TYPICAL UNLESS NOTED OTHERWISE. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS. MASONRY VENEER 1.PRODUCT: A.LEDGERS AND LINTELS SHALL BE ASTM A36 GALVANIZED MATERIAL. B.MASONRY VENEER ANCHOR TIES SHALL BE ONE OF THE FOLLOWING. I.DOVETAIL ANCHORS. II.DW-10 SEISMIC CLIP INTERLOCK SYSTEM BY HOHMANN & BARNARD. III.ARCHITECT AND STRUCTURAL ENGINEER APPROVED TWO PIECE ADJUSTABLE HOT-DIPPED GALVANIZED TIES. 2.INSTALLATION: A.MASONRY VENEER SHALL BE INDEPENDENTLY SUPPORTED AT EACH STORY IN SEISMIC DESIGN CATEGORY D, E, OR F. B.MAXIMUM SPACING OF ANCHOR TIES SHALL BE 16" O.C. HORIZONTAL AND VERTICAL. C.PROVIDE CONTINUOUS HORIZONTAL GALVANIZED #9 WIRE IN CENTER THIRD OF MORTAR JOINTS AT 16" O.C.. ENGAGE #9 WIRE WITH ALL ANCHOR TIES. D.MAXIMUM SPACING OF STUD BACKING SHALL BE 16" O.C. STUDS SHALL BE COVERED WITH 1/2" SHEATHING AND APPROVED PAPER. E.CONSTRUCTION JOINTS IN MASONRY VENEER WALLS SHALL BE PROVIDED AS PER THE ARCHITECTURAL DRAWINGS, AND SHALL BE SPACED AT A MAXIMUM OF 30'-0" O.C. FOR BRICK VENEER AND A MAXIMUM OF 15'-0" O.C. FOR MASONRY BLOCK VENEER. REINFORCING STEEL 1.CODES AND STANDARDS: A.REINFORCING STEEL SHALL COMPLY WITH: I.CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE". II.AMERICAN CONCRETE INSTITUTE "DETAILING MANUAL", ACI 315 (OR SP-66). 2.MATERIALS: A.REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS AND SHALL CONFORM TO ASTM A615, GRADE 60, WITH A DESIGN YIELD STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW. I. DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A615, GRADE 40 OR ASTM A706, GRADE 60, "LOW-ALLOY STEEL". II. REINFORCING TO BE WELDED SHALL BE ASTM A706, GRADE 60,"LOW-ALLOY STEEL". B.MASONRY JOINT REINFORCING SHALL CONFORM TO ASTM 951 AND SHALL BE MANUFACTURED FROM WIRE WHICH CONFORMS TO ASTM A82. C.MECHANICAL SPLICE COUPLERS SHALL BE CAPABLE OF DEVELOPING 125% OF THE SPECIFIED STRENGTH OF THE BAR. 3.CONSTRUCTION: A.REINFORCING SHALL BE DETAILED, BOLSTERED, AND SUPPORTED PER ACI 315. B.REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. C.REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS, FOOTINGS, ETC. D.SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS OF COMPRESSION AND/OR AT POINTS OF MINIMUM STRESS, TYPICAL UNLESS NOTED OTHERWISE. LAP SPLICES SHALL BE MINIMUM OF 40 BAR DIAMETERS LONG IN CONCRETE AND 48 BAR DIAMETERS LONG IN MASONRY, TYPICAL UNLESS NOTED OTHERWISE. MINIMUM LAP SHALL BE 24 INCHES LONG. DOWELS SHALL HAVE A MINIMUM OF 30 BAR DIAMETERS EMBEDMENT. TENSION SPICES SHALL BE USED IN CONCRETE WHEN SPECIFICALLY NOTED, USE A CLASS B SPLICE. SPLICES IN TOP BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT MID SPAN. SPLICES IN BOTTOM BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT SUPPORTS. E.BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL BE DONE IN THE FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR THE FIELD. DO NOT UN-BEND OR RE- BEND A PREVIOUSLY BENT BAR. F.REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR TO PLACING CONCRETE AND SHALL BE POSITIONED WITH THE FOLLOWING MINIMUM CONCRETE COVER: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH................................................................3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER........................................................................2" #5 AND SMALLER......................................................................1-1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS AND WALLS, #11 AND SMALLER..................................3/4" BEAMS AND COLUMNS, MAIN REINFORCING OR TIES.........1-1/2" SLABS ON GRADE.....................................................................CENTER OF SLAB G.REINFORCING STEEL IN MASONRY SHALL BE PLACED PRIOR TO GROUTING AND SHALL BE PLACED, POSITIONED, AND LOCATED ACCORDING TO THE STRUCTURAL DRAWINGS. IT SHALL BE SECURED AGAINST DISPLACEMENT AT INTERVALS NOT TO EXCEED 200 BAR DIAMETERS OR TEN FEET. H.NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX ELECTRODES AND ASTM A706 REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS. I.EPOXY COATED REINFORCING BARS SHALL BE USED WHEN SPECIFICALLY NOTED. INCREASE LAP SPLICE LENGTHS AS REQUIRED BY THE IBC AND ACI. 8.DEFERRED SUBMITTALS: A.THE FOLLOWING ITEMS REQUIRING DEFERRED SUBMITTALS ARE LISTED BELOW. THESE ITEMS SHALL BE DESIGNED AND FABRICATED BY THE MANUFACTURER ACCORDING TO THE SPECIFICATIONS GIVEN IN THE CONTRACT DOCUMENTS. PRE-CAST CONCRETE MEMBERS MANUFACTURED WOOD JOIST AND BEAMS B.THESE DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION. UPON THE COMPLETION OF THE ARCHITECT/ENGINEER REVIEW, THE ARCHITECT/ENGINEER WILL SUBMIT THE DEFERRED SUBMITTALS TO THE BUILDING OFFICIAL FOR REVIEW AND APPROVAL. THE SUBMITTAL TO THE BUILDING OFFICIAL SHALL INCLUDE A LETTER STATING THAT THE ARCHITECT/ENGINEER REVIEW HAS BEEN PERFORMED AND THAT THE PLANS AND THE CALCULATIONS FOR THE DEFERRED SUBMITTAL ITEMS ARE FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN DRAWINGS WITH NO EXCEPTIONS. C.THE FINAL SUBMITTAL SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR AND SHALL BE AVAILABLE AT THE JOBSITE THROUGHOUT CONSTRUCTION. D.CONSTRUCTION RELATED TO DEFERRED SUBMITTALS SHALL NOT COMMENCE UNTIL THE BUILDING OFFICIAL HAS APPROVED THE SUBMITTAL. QUALITY ASSURANCE PLAN FOR STRUCTURE 1.INSPECTION: A.THE OWNER SHALL PROVIDE SPECIAL INSPECTION BY QUALIFIED INSPECTORS FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1704 AND 1707, THE SPECIFICATIONS, AND THE ATTACHED TABLES INCLUDED IN THESE GENERAL NOTES. REINFORCED CONCRETE:DURING THE CASTING OF ALL CONCRETE AND TAKING OF ALL TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING. INSPECTOR SHALL BE ACI-II OR ICC CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION. BOLTING: ALL HIGH STRENGTH BOLTS AND BOLTS EMBEDDED IN CONCRETE AND/OR EPOXY. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION. WELDING: ALL SHOP AND FIELD WELDS. INSPECTOR SHALL BE AWS-QC1 CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION. POST-INSTALLED ANCHORS:THE FIRST 25 POST-INSTALLED ANCHORS SHALL BE INSPECTED AND 10 PERCENT OF THE REMAINING ANCHORS SHALL BE INSPECTED. 2.TESTING: A.THE OWNER SHALL PROVIDE TESTING BY QUALIFIED TESTING AGENCIES FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1708 AND THE SPECIFICATIONS. SOILS: COMPACTION OF STRUCTURAL FILL. CONCRETE: STRENGTH, SLUMP, AIR, AND TEMPERATURE. MASONRY: STRENGTH OF MORTAR, GROUT, BLOCK, AND PRISMS. BOLTING: PROPER INSTALLATION AND CORRECT TORQUE AND/OR TENSION. WELDING:TYPE, SIZE, LENGTH, AND QUALITY OF ALL SHOP AND FIELD WELDS BY APPROVED METHODS. ULTRASONICALLY TEST ALL COMPLETE PENETRATION WELDS. 3.STRUCTURAL OBSERVATIONS: A.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS AT SIGNIFICANT STAGES OF CONSTRUCTION.: B.THE STRUCTURAL ENGINEER SHALL PROVIDE A COPY OF THE OBSERVATION REPORT TO THE ARCHITECT FOR FURTHER DISTRIBUTION. 4.THE CONTRACTOR SHALL: A.SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER AND BUILDING OFFICIAL PRIOR TO COMMENCING WORK ON STRUCTURE THAT INCLUDES AWARENESS OF THE QUALITY ASSURANCE PLAN REQUIREMENTS, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE TO CONSTRUCTION DOCUMENTS, PROCEDURES FOR EXERCISING CONTROL, METHOD AND FREQUENCY OF REPORTING, AND IDENTIFICATION AND QUALIFICATIONS OF PERSONNEL IN CHARGE OF CONTROL. B.CORRECT ALL WORK FOUND TO BE DEFICIENT AT NO ADDITIONAL COST TO THE OWNER. C.COORDINATE ALL THE REQUIRED INSPECTIONS, TESTING, AND/OR STRUCTURAL OBSERVATIONS OF THE QUALITY ASSURANCE PLAN. DO NOT PROCEED WITH SUBSEQUENT WORK UNTIL THE REQUIRED INSPECTIONS, TESTING, AND STRUCTURAL OBSERVATIONS HAVE BEEN PROVIDED. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED OBSERVATIONS. D.PROVIDE COPIES OF THE DAILY INSPECTION REPORTS AND ALL TESTING RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, OWNER, AND BUILDING OFFICIAL. CONCRETE 1.CODES AND STANDARDS: A.CONCRETE CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS OF: I.ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". II.ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS MODIFIED BY THE IBC. III.ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". 2.MATERIALS: A.CEMENT SHALL CONFORM TO ASTM C150, PORTLAND CEMENT. I.USE TYPE I OR II FOR EXPOSURE CLASS S0 II.USE TYPE I OR V FOR EXPOSURE CLASS S1 III.USE TYPE V FOR EXPOSURE CLASS S2 AND S3 B.HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330. C.WATER SHALL BE POTABLE. D.AIR ENTRAINMENT SHALL CONFORM TO ASTM C260. I.LIMIT AIR CONTENT TO 3% AT TROWEL FINISHED FLOOR SLABS OR FINISH PER ACI302.1R-96 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" WHERE AIR CONTENT IS >3%. E.FLY ASH, CLASS F POZZOLAN SHALL CONFORM TO ASTM C618. F.CALCIUM CHLORIDE SHALL NOT BE USED. G.DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A496. H.HEADED ANCHOR STUDS (HAS) SHALL CONFORM TO ASTM A108. I.SILICA FUME (2% TO SUSPENDED PARKING SLABS) SHALL CONFORM TO ASTM C1240 3.MIX DESIGNS: A.ONLY ONE TYPE OF CONCRETE SHALL BE PLACED AT THE SITE AT ANY GIVEN TIME. B.LIMIT SLUMP TO 4" MAXIMUM PRIOR TO THE ADDITION OF PLASTICIZERS AND WATER REDUCING ADD MIXTURES. CONCRETE SUPPLIER SHALL INDICATE FINAL SLUMP OF EACH CONCRETE MIX DESIGN. C.CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING: D. LIMIT FLY ASH TO 25% OF THE TOTAL CEMENTITIOUS MATERIAL. E. PEA GRAVEL AGGREGATE AND/OR PLASTICIZER MAY BE USED IN CONGESTED AREAS WHEN REQUIRED TO PROPERLY FILL ALL VOIDS AND/OR FOR WORKABILITY. (CONTRACTORS OPTION). 4.CONSTRUCTION: A. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT. B. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC. ANCHOR BOLTS AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE. C. CONSTRUCTION JOINTS AND BULKHEADS SHALL BE FORMED WITH A KEY WAY. ALL CONTACT SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED TO A 1/4" AMPLITUDE PRIOR TO CASTING ADJACENT POUR. D. GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE. E. OPENINGS IN FLOORS AND/OR WALLS SHALL HAVE ADDITIONAL REINFORCING AROUND ALL SIDES OF THE OPENING EQUIVALENT TO THE BARS CUT BY THE OPENING WITH HALF ON EACH SIDE OF THE OPENING OR 2-#5 BARS, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE. BARS PARALLEL TO THE PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF THE SPAN. BARS IN THE OTHER DIRECTION SHALL RUN 24 INCHES BEYOND THE EDGE OF THE OPENING OR END WITH A STANDARD HOOK. ALSO PROVIDE 2-#5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF EACH OPENING. F.NO PENETRATION SHALL BE ALLOWED THROUGH ANY CONCRETE BEAM, JOIST, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT?S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS. G.ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS. 5.FOOTINGS: A.FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL. SEE THE SITE PREPARATION NOTES. B.FOOTINGS SHALL BE CENTERED BELOW THE WALL AND/OR COLUMN ABOVE, TYPICAL UNLESS NOTED OTHERWISE. C.EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF FROST. D.PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS. E.STAGGER FOOTING CONSTRUCTION JOINTS FROM WALL CONSTRUCTION JOINTS ABOVE BY AT LEAST 6 FEET. F.REINFORCING IN CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND/OR INTERSECTIONS BY PROVIDING PROPER LAP LENGTHS AND/OR CORNER BARS. STRUCTURAL STEEL 1.CODES AND STANDARDS: A.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WITH: I.THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-16)", WITH "COMMENTARY". II.AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303-10)" EXCLUDING SECTIONS 1.5.1,4.4,7.5.4, AND 7.13.3. III.AMERICAN WELDING SOCIETY (AWS-D1.1) "STRUCTURAL WELDING CODE -STEEL", EXCLUDING ITEMS CONFLICTING WITH AISC REQUIREMENTS. 2.MATERIALS: A.STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER STRUCTURAL STEEL SHAPES, PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A36. RUSSIAN STEEL IS NOT PERMITTED. B.HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE B, WITH A MINIMUM YIELD STRENGTH Fy = 46 KSI. C.STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, WITH A MINIMUM YIELD STRENGTH Fy = 35 KSI. D.HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325 (A490). ANCHOR RODS SHALL HAVE HEADED STUDS AND SHALL CONFORM TO ASTM F1554. ALL OTHER BOLTS SHALL CONFORM TO ASTM A307 OR BETTER. E.HEADED ANCHOR STUDS AND DEFORMED BAR ANCHORS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. F.ALL MEMBERS AND WELDS WHICH HAVE COMPLETE PENETRATION GROOVE WELDS SHALL MEET THE CHARPY V-NOTCH TOUGHNESS IMPACT TEST OF 20 FOOT POUNDS AT 0 DEGREES FAHRENHEIT AND 40 FOOT POUNDS AT 70 DEGREES FAHRENHEIT. 3.CONSTRUCTION: A.FABRICATION SHALL BE DONE IN AN APPROVED FABRICATOR'S SHOP. B.CAMBER IN BEAMS SHALL BE AS INDICATED ON PLANS. C.PROVIDE A SHOP COAT OF PAINT ON ALL STEEL ITEMS, EXCEPT AT AREAS OF WELDING AND/OR BOLTING. D.USE HIGH STRENGTH (8000 PSI MINIMUM AT 28 DAY), NON-SHRINK, LIQUID EPOXY GROUT BENEATH ALL STEEL BASE PLATES AND BEARING PLATES. MIX GROUT WITH SAND OR PEA GRAVEL AS RECOMMENDED BY THE MANUFACTURER. PLACE GROUT AS SOON AS STEEL MEMBER HAS BEEN PROPERLY POSITIONED AND ALIGNED. E.WHERE STRUCTURAL STEEL WIDE FLANGE, PIPE, OR HOLLOW STRUCTURAL SECTIONS ARE EMBEDDED IN CONCRETE OR MASONRY AND REINFORCING BARS BUTT TO IT, DEFORMED BAR ANCHORS OR REINFORCING BARS WITH THE SAME SIZE AND SPACING AS THE ADJACENT REINFORCING BARS, 48 BAR DIAMETERS LONG, SHALL BE WELDED TO THE STRUCTURAL STEEL. THE MANUFACTURER?S WELDING PROCEDURES SHALL BE ADHERED TO. 4.BOLTED CONNECTIONS: A.STEEL TO STEEL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH BOLTS AND NUTS, UNLESS NOTED OTHERWISE. BOLTS SHALL CARRY THE IDENTIFYING MARK OF THREE (3) RADIAL LINES. B.ALL OTHER BOLTED CONNECTIONS SHALL BE MADE WITH BOLTS AND NUTS CONFORMING TO ASTM A307 UNLESS NOTED OTHERWISE. C.BOLTS SHALL BE 3/4" DIAMETER, TYPICAL, UNLESS NOTED OTHERWISE. STANDARD SPACING SHALL BE 3" O.C. AND STANDARD EDGE DISTANCE SHALL BE 1.1/2", TYPICAL, UNLESS NOTED OTHERWISE. D.BOLT SHALL BE BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED UNLESS NOTED OTHERWISE. E.BOLTED CONNECTIONS SHALL BE TIGHTENED SNUG TIGHT AND SHALL HAVE WASHERS AS REQUIRED BY AISC UNLESS NOTED OTHERWISE. F.ENLARGING OF HOLES SHALL BE ACCOMPLISHED BY MEANS OF REAMING. DO NOT USE A TORCH ON ANY BOLT HOLES. 5.WELDED CONNECTIONS: A.WELDING AND GAS CUTTING SHALL BE DONE PER AWS. B.WELDERS SHALL BE CURRENTLY CERTIFIED ACCORDING TO AWS. ALL WELDING PROCEDURES SHALL BE PRE-QUALIFIED. WELDERS SHALL FOLLOW WELDING PROCEDURES. C.WELDED CONNECTIONS SHALL BE MADE USING LOW HYDROGEN MATCHING FILLER MATERIAL ELECTRODES, UNLESS NOTED OTHERWISE. D.WELDS SHALL HAVE THE SLAG REMOVED. E.FULL PENETRATION WELDS, SHOP OR FIELD, SHALL HAVE BACKER BARS REMOVED, BE BACK GOUGED, AND REWELDED PER AWS TO HAVE FULL PENETRATION WELD. STEEL DECK 1.PRODUCT: A.STEEL DECK SHALL BE SIZE AND GAUGE AS SPECIFIED ON PLANS. B.STEEL DECK AND ACCESSORIES SHALL BE MANUFACTURED FROM COLD ROLLED STEEL CONFORMING TO ASTM A-653, (GALVANIZED G-60), OR ASTM A-611, GRADE C (PAINTED), AND SHALL CONFORM TO THE STEEL DECK INSTITUTE (SDI) AND AISC STANDARDS 2.ATTACHMENT AND HANDLING: A.WELDING PATTERN SHALL BE AS SPECIFIED ON PLAN. B.WELD METAL DECK TO SUPPORTING FRAMING MEMBERS WITH E60XX OR E70XX ELECTRODES. C.PUDDLE WELDS SHALL HAVE A FUSION AREA OF NOT LESS THAN 3/4" DIAMETER AT THE UPPER SURFACE. WELD METAL SHALL PENETRATE ALL LAYERS OF THE DECK MATERIAL AND SHALL HAVE PROPER FUSION TO THE SUPPORTING MEMBERS. D.CRIMP SIDE SEAMS BEFORE WELDING SIDE LAPS. TOP SEAM WELDS SHALL ENGAGE ALL LAYERS OF THE DECK MATERIAL. E.END LAPS SHALL OVERLAP AT LEAST 2" AND SHALL OCCUR OVER A SINGLE STEEL SUPPORT. PUDDLE WELDS SHALL OCCUR AT LEAST 1" AWAY FROM EITHER END OF DECK. F.PUDDLE WELDS 3/8" X 1.1/2" LONG MAY REPLACE 3/4" DIAMETER PUDDLE WELDS WHEN ACCESS IS LIMITED. G.INSTALL DECK WITH A MINIMUM OF 3 SPANS WHEREVER POSSIBLE. H.PROVIDE ANGLE AND/OR OTHER SUPPORT AROUND THE PERIMETER OF ALL OPENINGS LARGER THAN 10" IN EITHER DIRECTION THROUGH METAL DECK. I.PROVIDE DECK SUPPORT AS REQUIRED AT COLUMNS. J.DO NOT BEND OR MAR DECK. K.STORE DECKING OFF THE GROUND WITH ONE END ELEVATED. COVER DECK WITH WATERPROOF MATERIAL AND VENTILATE TO AVOID CONDENSATION. WOOD 1.CODES AND STANDARDS: A.WOOD CONSTRUCTION SHALL COMPLY WITH: I.THE AMERICAN FOREST & PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION", AFPA-NDS. II.THE GRADING REQUIREMENTS OF THE WESTERN WOODS PRODUCTS ASSOCIATION, WWPA. 2.MATERIALS: A.STRUCTURAL LUMBER SHALL BE AS FOLLOWS AND SHALL BE CLEARLY MARKED AS TO SPECIES AND GRADE: I.JOISTS, BEAMS OR HEADERS -DOUGLAS FIR-LARCH #2 OR BETTER. II.POSTS AND COLUMNS -DOUGLAS FIR-LARCH #1 OR BETTER. III.STUDS -DOUGLAS FIR-LARCH #2 OR BETTER. STUD GRADE AND STANDARD GRADE ARE NOT ALLOWED. B.MANUFACTURED JOISTS SHALL BE AS PER THE DRAWINGS UNLESS OTHERWISE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO BIDDING. ALTERNATE JOIST MANUFACTURERS PRODUCTS ARE ACCEPTABLE PROVIDED THE SECTION PROPERTIES, DESIGN PARAMETERS, AND LOADING CAPACITIES OF THE SPECIFIED PRODUCT ARE MET OR EXCEEDED. C.STRUCTURAL GLUED-LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED PER AITC A190.1 AND ASTM D 3737. IT SHALL BE 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CONTINUOUS SPANS OR CANTILEVERED BEAMS AND CLEARLY MARKED, MEETING THE GRADE REQUIREMENTS AS DEFINED BY THE IBC. D.STRUCTURAL LAMINATED-VENEER-LUMBER (LVL) SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PARAMETERS: Fb =2,600 PSI Fv =285 PSI E =1,900,000 PSI E.STRUCTURAL PARALLEL-STRAND-LUMBER (PSL) SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PARAMETERS: Fb =2900 PSI Fv =290 PSI E =2,000,000 PSI F.STRUCTURAL LAMINATED-STRAND-LUMBER (LSL) SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PARAMETERS: Fb =2250 PSI Fv =285 PSI E =1,500,000 PSI G.WOOD STRUCTURAL PANELS SHALL BE EXPOSURE 1 GRADE OR BETTER A.P.A. RATED SHEATHING WITH EXTERIOR GLUE AND SHALL CONFORM TO STANDARD PS 1-07, OR PS 2-04. H.WOOD CONNECTORS SHALL BE SIMPSON STRONG-TIE UNLESS OTHERWISE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO BIDDING. I.WOOD JOISTS AND BEAMS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR. 3.CONSTRUCTION: A.ROOF AND FLOOR JOISTS SHALL BE AS NOTED ON THE PLANS. ALL JOISTS SHALL BE LATERALLY SUPPORTED AT THE ENDS BY SOLID BLOCKING AND/OR A METAL HANGER. B.MANUFACTURED JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL BE DESIGNED TO SUPPORT THE MAXIMUM LOADS INDICATED IN THE MANUFACTURER'S PUBLISHED LOAD TABLES. C.PROVIDE APPROVED BRIDGING AT 8'-0" O.C. MAXIMUM SPACING FOR ALL DIMENSIONAL LUMBER, LVL, PSL, AND LSL JOISTS. PROVIDE BRIDGING IN ALL OTHER MANUFACTURED JOISTS PER THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE SHOWN ON PLAN. D.HOLES IN WOOD CONNECTORS (FRAMING ANCHORS, JOIST HANGERS, PURLIN ANCHORS, ETC.) MUST BE FILLED WITH NAILS AS SPECIFIED BY THE MANUFACTURER, TYPICAL, UNLESS NOTED OTHERWISE. E.BOLTS THRU WOOD SHALL HAVE WASHERS UNDER NUTS. ALL BOLTS HOLES SHALL BE 1/32 TO 1/16 INCH LARGER THAN BOLTS. NUTS SHALL BE TIGHTENED SNUGLY, BUT NOT SO TIGHT AS TO CAUSE CRUSHING OF THE WOOD. DO NOT COUNTERSINK BOLTS UNLESS SPECIFICALLY NOTED. F.NAILING OF MEMBERS SHALL CONFORM TO THE FASTENING SCHEDULE IN THE IBC, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. G.EDGE NAILING BETWEEN PANELS OF SHEATHING SHALL OCCUR ALONG A SINGLE COMMON BACK UP MEMBER. SHEATHING SHALL BE EDGE NAILED TO ALL MEMBERS ATTACHED TO DRAG STRUTS, HOLD DOWNS, FLOOR TIE ANCHORS, ETC. H.CORNERS AND INTERSECTIONS OF SHEAR WALLS SHALL BE BUILT INTEGRALLY. THE SHEATHING FROM EACH WALL SHALL BE EDGE NAILED TO A COMMON BACK UP MEMBER. I.SILL PLATES FOR SHEAR WALLS SHALL BE 2X MATERIAL (3X WHEN SPECIFIED), AND ANCHOR BOLTS SHALL HAVE A 3"X3" SIMPSON BPS 5/8-6 ANCHOR BOLT PLATE OR EQUAL WHICH SHALL BE INSTALLED A MAXIMUM OF 1/2" FROM THE WOOD STRUCTURAL PANEL FACE OF THE WALL. J.LAMINATED BUILT-UP BEAMS OF 2X__ MEMBERS 10" DEEP OR LESS SHALL BE NAILED TOGETHER WITH NOT LESS THAN 16d NAILS AT 12" O.C., STAGGERED. USE (2)-20d COMMON NAILS AT ALL SUPPORTS. 2X__ MEMBERS DEEPER THAN 10" SHALL BE BOLTED TOGETHER WITH 1/2" BOLTS AT 16" O.C. STAGGERED WITH 2 BOLTS AT SUPPORTS. K.SPLIT RINGS SHALL BE TECO SPLIT RINGS AS MANUFACTURED BY THE TIMBER ENGINEERING COMPANY UNLESS OTHERWISE APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO BIDDING. SPLIT RINGS SHALL BE MANUFACTURED FROM HOT ROLLED S.A.E.-1010 CARBON STEEL. EACH RING SHALL FORM A CLOSED TRUE CIRCLE WITH THE PRINCIPAL AXIS OF THE CROSS SECTION OF THE RING PARALLEL TO THE GEOMETRIC AXIS OF THE RING. THE RING SHALL FIT SNUGLY IN THE PREPARED GROOVE. GROVES FOR SPLIT RINGS SHALL NOT BE GREATER THEN 1/16"DEEPER THAN REQUIRED. DEPTH OF GROVE SHALL BE EQUAL ON BOTH WOOD MEMBERS. POST-INSTALLED ANCHORS 1.EPOXY ANCHORS: A.THE FOLLOWING EPOXY ADHESIVES SYSTEMS SHALL BE ALLOWED: FOR CONCRETE: SIMPSON SET-XP HILTI HIT-RE 500-V3 HILTI HIT-RE 100 FOR SOLID GROUTED MASONRY: SIMPSON SET HILTI HIT HY 200 FOR UNGROUTED MASONRY: SIMPSON ET HILTI HY 270 B.ANCHOR RODS SHALL BE ASTM A-307, THREADED AND GALVANIZED, AND THE DIAMETER AS INDICATED ON PLAN. C.SCREEN TUBES SHALL BE USED AT UNGROUTED MASONRY UNITS. D.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. E.INSTALLATION OF ADHESIVE ANCHORS THAT ARE TO BE UNDER SUSTAINED TENSION LOADING IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2014 (Section 17.8.2.2). PROOF OF CURENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. F.PER ACI 318-2014 (Section 17.1.2) ADHESIVE ANCHORS SHALL BE INSTALLLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS SOONER THAN 21 DAYS CONSULT ADHESIVE MANUFACTURER. G.IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE INSTALLATION IS AT 45 DEGREES (FAHRENHEIT) OR LESS, AN “ACRYLIC” (COLD WEATHER) ADHESIVE IS REQUIRED –ie DEWALT AC200+, HILTI HY200, SIMPSON AT-XP. 2.MECHANICAL ANCHORS A.THE FOLLOWING MECHANICAL ANCHORS SHALL BE ALLOWED: SIMPSON TITEN HD HILTI KWIK HUS-EZ B.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. 3.SUBSTITUTES: CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR APPROVAL TO THE ARCHITECT AND STRUCTURAL ENGINEER.2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:00 AMSE-001 GENERAL NOTESJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number * (LW) CONCRETE SHALL HAVE A MIN. SPLITTING TENSILE STRENGTH OF 450 PSI. SLAB ON METAL DECK (LW)* 3000 0.50 110 3/4 - 470 F0,S0,P0,C0 SLAB ON METAL DECK (NW) 3000 0.50 145 3/4 - 470 F0,S0,P0,C0 SUSPENDED SLABS AND SLABS ON METAL DECK SLAB ON GRADE 3000 0.48 145 1 - 470 F0,S0,P0,C0 WALLS 4000 0.45 145 3/4 - 564 F0,S0,P0,C0 FOOTINGS 4000 0.45 145 1 - 564 F0,S0,P0,C0 INTERIOR MEMBERS SLAB ON GRADE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 OTHER SITE CONCRETE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 WALLS, PIERS, BEAMS 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 FOOTINGS 4000 0.45 145 1 6±1.5 564 F0,S0,P0,C0 EXTERIOR MEMBERS TYPE OF MEMBER MIN. STRENGTH @ 28 DAYS (PSI) MAX. W/C (RATIO) DRY WEIGHT (PCF) MAX AGGREGTE SIZE (INCHES) AIR ENTRAIN- MENT (%) MIN. CEMENT PER YARD (LBS) EXPOSURE CLASS CONCRETE MIX DESIGN TABLE Sheet List Sheet Number Sheet Name SE-001 GENERAL NOTES SE-002 INSPECTIONS SE-003 INSPECTIONS SE-004 SCHEDULES SE-005 3D RENDERING SE-110 FOUNDATION PLAN SE-111 STAGE FRAMING PLAN SE-121 LOW ROOF FRAMING PLAN SE-122 CURTAIN SUPPORTS SE-123 FITNESS CENTER ROOF FRAMING SE-201 ENLARGED FRAMING PLANS SE-202 ENLARGED FRAMING PLANS SE-511 FRAMING DETAILS SE-512 FRAMING DETAILS 11/24/2020 2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:02 AMSE-002 INSPECTIONSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number REINFORCEMENT COMPLYING WITH ASTM A 615 IN SPECIAL MOMENT FRAMES, SPECTION STRUCTURAL WALLS, AND COUPLING BEAMS X VERFY THAT ASTM A 615 REINFORCING STEEL USED IN THESE AREAS COMPLIES WITH ACI 318: 21.1.5.2 BY MEANS OF CERTIFIED MILL TEST REPORTS. IF THIS REINFORCING STEEL IS TO BE WELDED CHEMICAL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318: 3.5.2. FORMWORK X VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS. STRENGTH VERIFICATION X VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR TO THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF POST-TENSIONED TENDONS. ERECTION OF PRECAST CONCRETE X VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, ASSEMBLED AND BRACED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. PRE-STRESSED CNCRETE X CURING TEMPERATURE AND TECHNIQUES X VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT AT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT. HIGH-EARLY-STRENGTH CONCRETE SHALL BE KEPT AT >50°F FOR AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED (SEE ACI 318: 5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETE MATERIALS, REINFORCEMENT, FORMS FILLERS, AND GROUND SHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONS ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED WATER/CEMENT RATIO IS NOT EXCEEDED. CONCRETE AND SHOTCRETE PLACEMENT X CONCRETE SAMPLING FOR STRENGTH TESTS, SLUMP, AIR CONTENT, AND TEMPERATURE X USE OF REQUIRED MIX DESIGN X VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS; ACI 318-11: CH. 4,5.2-5.4; AND IBC 1904.3, 1913.2, 1913.3. POST-INSTALLED ANCHORS OR DOWELS X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT. CAST-IN BOLTS AND EMBEDS X INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT, AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT HOOKS, BENDS, TIES, STIRRUPS, AND SUPPLEMENTAL... CONCRETE CONSTRUCTION (IBC 1705.3) ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES CONCRETE CONSTRUCTION (IBC 1705.3 AND 1705.12.1) REINFORCEMENT COMPLYING WITH ASTM A 615 IN SPECIAL MOMENT FRAMES, SPECTION STRUCTURAL WALLS, AND COUPLING BEAMS X VERFY THAT ASTM A 615 REINFORCING STEEL USED IN THESE AREAS COMPLIES WITH ACI 318: 21.1.5.2 BY MEANS OF CERTIFIED MILL TEST REPORTS. IF THIS REINFORCING STEEL IS TO BE WELDED CHEMICAL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318: 3.5.2. FORMWORK X VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS. STRENGTH VERIFICATION X VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR TO THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF POST-TENSIONED TENDONS. ERECTION OF PRECAST CONCRETE X VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, ASSEMBLED AND BRACED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. PRE-STRESSED CONCRETE X APPLICATION OF PRESTRESSING FORCES AND GROUTING OF BONDED PRESTRESSING TENDONS. CURING TEMPERATURE AND TECHNIQUES X VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT AT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT. HIGH-EARLY-STRENGTH CONCRETE SHALL BE KEPT AT >50°F FOR AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED (SEE ACI 318: 5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETE MATERIALS, REINFORCEMENT, FORMS FILLERS, AND GROUND SHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONS ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED WATER/CEMENT RATIO IS NOT EXCEEDED. CONCRETE AND SHOTCRETE PLACEMENT X CONCRETE SAMPLING FOR STRENGTH TESTS, SLUMP, AIR CONTENT, AND TEMPERATURE X USE OF REQUIRED MIX DESIGN X VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS; ACI 318-11: CH. 4,5.2-5.4; AND IBC 1904.3, 1913.2, 1913.3. B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a. X A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. X POST-INSTALLED ANCHORS OR DOWELS. X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT. CAST-IN BOLTS AND EMBEDS X INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. C. INSPECT ALL OTHER WELDS X B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16" X A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 X REINFORCING BAR WELDING REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT, AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT HOOKS, BENDS, TIES, STIRRUPS, AND SUPPLEMENTAL... CONCRETE CONSTRUCTION (IBC 1705.3) ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES CONCRETE CONSTRUCTION (IBC 2015 1705.3) VERIFY THAT HELICAL PILES USED MATCH THE APPROVED SUBMITTAL X RECORD INSTALLATION EQUIPMENT USED, PILE DIMENSIONS, TIP ELEVATIONS, FINAL DEPTH, AND FINAL INSTALLATION TORQUE X HELICAL PILE FOUNDATIONS (IBC 1705.9): PERFORM ADDITIONAL INSPECTIONS FOR CONCRETE ELEMENTS CONCRETE PER IBC 1705.3. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELENTDIAMETERS, LENGTHSMBENTE END-BEARING CAPACITY. RECORD CONCRETE OR GROUT VOLUMES X OBSERVE DRILLING OPERATION AND REPORTING X CAST-IN-PLACE DEEP FOUNDATIONS (IBC 1705.8): PERFORM ADDITIONAL INSPECTIONS FOR STEEL, CONCRETE OR OTHER SPECIALTY ELEMENTS STEEL PER IBC 1705.2, CONCRETE PER IBC 1705.3, SPECIALTY ITEMS PER REGISTERED DESIGN PROFESSIONAL. VERIFY PLACEMENT LOCATION AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT, RECORD TIP AND BUTT ELEVATIONS, AND DOCUMENT ANDY DAMAGE TO ELEMENT X OBSERVE DRILLING OPERATIONS X DETERMINE CAPACITIES AND CONDUCT NECESSARY LOAD TESTS X VERIFY MATERIALS, SIZES AND LENGTHS X DRIVEN DEEP FOUNDATIONS (IBC 1705.7): ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES FOUNDATIONS (IBC 1705.7, 1705.8, AND 1705.9) LEGEND INDICATES BRACE CONNECTION. INDICATES CONCRETE FILLED STEEL COLUMN, FILL WITH 4000psi SELF CONSOLIDATING CONCRETE.HSS?? CFINDICATES CONCRETE SLAB ON GRADE, SEE PLAN NOTES. INDICATES FRAME ELEVATION VIEW. INDICATES CHANGE IN SLAB ELEVATION AND DEPTH FROM F.S.E. OPEN INDICATES OPENING IN DECK, SEE DETAIL ______. INDICATES CONCRETE WALL, SEE SCHEDULE. 1 Ref SE?-?? INDICATES SPECIAL MOMENT FRAME CONNECTION, SEE DETAIL C1/SE514. INDICATES DRAG CONNECTION, SEE STEEL TO STEEL CONNECTION SCHEDULE. INDICATES CANTILEVER MOMENT CONNECTION, SEE DETAIL _______. INDICATES SNOW DRIFT LOADS TO BE APPLIED TO JOISTS, SEE DRIFT SCHEDULE. INDICATES RECESSED SLAB, SEE ARCH. INDICATES FINISHED FLOOR SLAB ELEVATION. T.F. = ??'-??"INDICATES TOP OF FOOTING ELEVATION. INDICATES TOP OF WALL ELEVATION. INDICATES TOP OF PIER ELEVATION. T.W. = ??'-??" T.P. = ??'-??" INDICATES BAR GRATING SPAN DIRECTION, SEE PLAN NOTES. INDICATES EXPANSION JOINT. CW-?? ??" INDICATES MOMENT FRAME BRACING. INDICATES FOLDING PARTITION. DR-? INDICATES TOP OF STEEL ELEVATION.T.S. = ??'-??" INDICATES WOOD SHEATHING SPAN DIRECTION, SEE PLAN NOTES. SW-X.X-Y INDICATES STEEL STUD SHEAR WALL TYPE (X.X) AND SHEATHING (Y) IF REQUIRED. ARROW INDICATES FACE OF WALL SHEATHING SIDE OF STEEL STUD SHEAR WALL, SEE STEEL STUD SCHEDULES FOR SHEATHING AND NAILING. WW-X.X-Y INDICATES WOOD SHEAR WALL TYPE (X.X) AND SHEATHING (Y) IF REQUIRED. ARROW INDICATES FACE OF WALL SHEATHING SIDE OF WOOD STUD SHEAR WALL WHERE OCCURS, SEE WOOD SCHEDULES FOR SHEATHING AND NAILING. INDICATES MASONRY WALL, SEE SCHEDULE. MW-?? INDICATES DETAIL SECTION VIEW. ? SE?-?? ? SE?-??INDICATES DETAIL VIEW OR ENLARGED PLAN CALLOUT. INDICATES CONCRETE BEAM, SEE SCHEDULE. CB-?? INDICATES MASONRY BEAM, SEE SCHEDULE. MB-?? INDICATES NUMBER OF OF TRIMMER STUDS (T) AND KINGPOSTS (K) F.S.E. = INDICATES CONCRETE PIER (CP), SEE SCHEDULES CP-? INDICATES STEEL HSS (HSS) OR STEEL WIDE FLANGE (W). COLUMN AND BASE PLATE, SEE SCHEDULESBP-?BP-?HSS??W?X??INDICATES STEEL ROOF DECK SPAN DIRECTION AND TYPE, SEE SCHEDULES INDICATES CONCRETE ON METAL DECK SPAN DIRECTION AND TYPE, SEE SCHEDULES. ??-?? ??-??-?? T-K INDICATES DIFFERENT SLAB THICKNESS INDICATES RECESS IN CONCRETE FOUNDATION WALL CW-?? INDICATES NON-BEARING MASONRY WALL. MW-?? SS INDICATES STEP IN WALL F-????'-??"INDICATES CONCRETE FOOTING TYPE AND TOP OF FOOTING ELEVATION. INDICATES CONCRETE FOOTING & FOUNDATION WALL, SEE SCHEDULES FOR SIZE AND REINFORCING. INDICATES ISOLATION JOINT IN SLAB ON GRADE. SEE DETAIL ?" INDICATESMASONRY PIER (MP) OR COLUMN (MC), SEE SCHEDULESM?-?INDICATES MASONRY CHANNEL EMBED PLATE, SEE MASONRY SCHEDULES. MCE-? INDICATES MASONRY BEARING PLATE, SEE MASONRY SCHEDULES. MBC-? INDICATES CONCRETE CHANNEL EMBED PLATE, SEE CONCRETE SCHEDULES. CCE-? INDICATES CONCRETE BEARING PLATE, SEE CONCRETE SCHEDULES. CBP-? INDICATES BEAM WEB OPENING WIDTH- DEPTH-ELEVATION. W-D-E INDICATES OPENING FOR STRONG POINT, SEE ARCH. CS?? INDICATES SIZE/TYPE OF STRAP ABOVE AND BELOW WINDOW/DOOR, SEE TYPICAL STRAPPING OVER WINDOWS/DOORS DETAILHDU?MST??INDICATES STRAP OR HOLD DOWN, SEE HOLD DOWN AND STRAP SCHEDULE ABBREVIATIONS @ AT AB ANCHOR BOLT ABV ABOVE ALT ALTERNATE APPROX APPROXIMATE ARCH ACHITECT BLDG BUILDING BLW BELOW BM BEAM BOT BOTTOM BRG BEARING BTWN BETWEEN CJ CONSTRUCTION /CONTROLJOINT CJP COMPLETE JOINT PENETRATION CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER D.B.DECK BEARING D.B.A.DEFORMED BAR ANCHOR DBL DOUBLE DET DETAIL DIA (Ø)DIAMETER DIAG DIAGONAL DIM DIMENSION DK DECK DN DOWN DWG DRAWING DWL DOWEL E.F.EACH FACE E.J.EXPANSION JOINT E.W.EACH WAY EA EACH EL ELEVATION ELECT ELECTRICAL ELEV ELEVATOR ENG ENGINEER EQ EQUAL EQUIP EQUIPMENT EXIST (E)EXISTING EXP EXPOSED/ EXPANSION EXT EXTERIOR F.D.FLOOR DRAIN F.F.FINISH FLOOR F.S.E.FINISH FLOOR ELEVATION F.V.FIELD VERIFY FDTN FOUNDATION FIN FINISH FL FLOOR FT FOOT FTG FOOTING GA GAUGE GALV GALVANIZED GLB GLU-LAMINATED BEAM GR GRADE G.S.N.GENERAL STRUCTURAL NOTES HB HORIZONTAL BRIDGING HORIZ HORIZONTAL H.S.A.HEADED STUD ANCHORS HSS HOLLLOW STRUCTURAL STEEL HT HEIGHT I.F.INSIDE FACE IBC INTERNATIONAL BUILDING CODE ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICC INTERNATIONAL CODE COUNCIL IN INCHES INSUL INSULATION INT INTERIOR JT JOINT JST JOIST K KIPS -1,000 POUNDS KLF KIPS PER LINEAR FOOT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH LBS POUNDS LF LINEAR FOOT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAS MASONRY MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS NTS NOT TO SCALE O OBSERVE O.C.ON CENTER O.F.OUTSIDE FACE OPNG OPENING OPP OPPOSITE P PERFORM PCF POUNDS PER CUBIC FOOT PJP PARTIAL JOINT PENETRATION PL PLATE PLF POUNDS PER LINEAR FOOT PNL PANEL PP PARTIAL PENETRATION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P/T POST TENSIONED PT POINT REINF REINFORCING REQ'D REQUIRED SFRS SEISMIC FORCE RESISTING SYSTEM SHT SHEET SIM SIMILAR S.O.G.SLAB ON GRADE SQ SQUARE STD STANDARD ST STEEL STIFF STIFFENER STRUCT STRUCTURAL T&B TOP AND BOTTOM T.O.TOP OF TEMP TEMPERATURE T.C.TOP OF CONCRETE T.F.TOP OF FOOTING T.S.TOP OF SLAB T.ST.TOP OF STEEL T.W.TOP OF WALL TYP TYPICAL U.N.O.UNLESSS NOTED OTHERWISE VERT VERTICAL W.P.WORK POINT W/WITH WF WIDE FLANGE WT WEIGHT W.W.F.WELDED WIRE FABRIC YD YARD MEMBER DESIGNATION W12X26 (25) C = 1/2" HSS3X3X1/4 INDICATES SIZE AND TYPE OF BEAM (HSS, WIDE FLANGE, PIPE, ETC.) NUMBER IN PARENTHESES INDICATES NUMBER OF EQUALLY SPACED 3/4" Ø X 3.1/2"SHEAR STUDS UPWARD CAMBER AT MIDSPAN OF BEAM STANDARD STEEL CONNECTION, SEE STEEL TO STEEL CONNECTION SCHEDULE OR SEE PLAN FOR SPECIFIC INSTANCES FILLED TRIANGLE INDICATES MOMENT CONNECTION OPEN TRIANGLE INDICATES CANTILEVERED MOMENT CONNECTION FILLED CIRCLE INDICATES DRAG CONNECTION, ADDITIONAL ROW OF BOLTS REQUIRED, SEE STEEL TO STEEL CONNECTION SCHEDULE INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE MOMENT CONNECTION DETAIL SHEET FOR MOMENT CONNECTION INFORMATION. (2) 1¾x11⅞LVL STEEL BEAMS WOOD INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE STANDARD WOOD CONNECTION DETAILS FOR MORE INFORMATION. LEADING NUMBER IN PARENTHESES INDICATES NUMBER OF PLYS MEMBER WIDTH MEMBER DEPTH MEMBER TYPE (LVL, GLULAM, LSL, ETC.) STEEL JOISTS 18LH05 JOIST DEPTH JOIST TYPE DBP 88DLH 730/375 SPECIAL JOIST SHAPE OR DESIGNATION AS REQUIRED (I.E. DPB = DOUBLE PITCH) JOIST DEPTH JOIST TYPE TOTAL LOAD LIVE/SNOW LOAD INFORMATION BELOW IS FOR REFERENCE ONLY. SEE PLAN FOR ACTUAL MEMBER SIZES, SPACING, TYPES, SHAPES, CAMBER, ETC. SEE PLAN, TRUSS LOADING DIAGRAMS, AND GENERAL NOTES FOR APPROPRIATE LOADS. SEE PLAN FOR MECHANICAL UNIT LOCATIONS EL = 4" BEAM ELEVATION BELOW T.S.2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:04 AMSE-003 INSPECTIONSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number COMPOSITE MEMBER SIZE X VERIFY THAT COMPOSIT MEMBER IS THE REQUIRED SIZE. REINFORCING STEEL X VERIFY APPROPRIATE REINFORCEMENT SIZE, SPACING, AND ORIENTATION; THAT IT HAS NOT BEEN RE-BENT IN FIELD; THAT IT IS CORRECTLY TIED AND SUPPORTED; AND THAT REQUIRED STEEL... DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS X PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS X PLACEMENT AND INSTALLATION OF STEEL DECK X STEEL ELEMENTS OF COMPOSITE CONSTRUCTION (TABLE N6.1, AISC 360-10; TABLES J9-1 THRU J9-3, AISC 341-11): H-PILES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE MADE WITHIN THE PROTECTED ZONE OF PILING (SEE TABLE J8-1 OF AISC 341-10). PROTECTED ZONES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE MADE WITHIN THE PROTECTED ZONE (SEE TABLE J8-1 OF AISC... REDUCED BEAM SECTIONS (RBS) X VERIFY CONTOUR AND FINISH AS WELL AS DIMENSIONAL TOLERANCES (SEE TABLE J8-1 OF AISC 341-10). ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL X SHALL BE ON THE PREMISES DURING THE PLACMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY TH... STRUCTURAL STEEL DETAILS X ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS,... OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-10; TABLES J8-1 & J10-1, AISC 341-10): DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X AFTER BOLTING (TABLE N5.6, AISC 360-10): PRETENSIONED FASTENERS X VERIFY THAT FASTENERS ARE PRTENSIONED IN ACCORDANCE WITH RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES. FASTENER COMPONENT X VERIFY THAT FASTENER COMPONENT IS NOT TURNED BY WRENCH PREVENTED FROM ROTATING. SNUG-TIGHT PRIOR TO PRETENSIONING X VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING OPERATION. FASTENER ASSEMBLIES X VERIFY THAT FASTENER ASSEMBLIES AR OF SUITABLE CONDITION, PLACED IN ALL HOLES, AND WASHERS ARE POSITIONED AS REQUIRED. - NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING, DIRECT-TENSION-INDICATORS,OR TWIST-OFF TYPE TENSION CONTROL METHOD [PER SECTION N5.6(2) OF AISC 360-10]. - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10]. DURING BOLTING (TABLE N5.6-2, AISC 360-10): PROPER STORAGE X VERIFY PROPER STORAGE OF BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS PRE-INSTALLATION VERIFICATION TESTING X OBSERVE AND DOCUMENT VERIFICATION TESTING BY INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND... CONNECTING ELEMENTS X VERIFY APPROPIRATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET REQUIRMENTS. PROPER BOLTING PROCEDURE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL. PROPER FATENERS FOR JOINT X VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS ARE EXCLUDED FROM THE SHEAR PLANE. FASTENERS MARKED X VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. CERTIFICATIONS OF FASTENERS X - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10] PRIOR TO BOLTING (TABLE N5.6, AISC 360-10): WELDED JOINTS SUBJECT TO FATIGUE X ACCESS HOLES (FLANGE > 2") X CJP WELDS (RISK CAT. III OR IV) X A REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWED PER SECTION N5.5E. CJP WELDS (RISK CAT. II) X ULTRASONIC TESTIN SHALL BE PERFORMED ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN MATERIALS... NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360-10): DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT/MEMBER X BACKING AND WELD TABS REMOVED X K-AREA X ARC STRIKES X WELDS MEET VISUAL ACCEPTANCE CRITERIA X SIZE, LENGTH, AND LOCATION OF WELDS X WELDS CLEANED X VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED. AFTER WELDING (TABLE N5.4-3, AISC 360-10): WELDING TECHNIQUES X VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHIN PROFILE LIMITATIONS, AND QUALITY OF EACH PASS. WPB FOLLOWED X VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, WEDLING MATERIALS, SHIELDING GAS TYP/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED... ENVIRONMENTAL CONDITIONS X VERIFY WIND SPEED IS WITHIN LIMITS AS WELL AS PRECIPITATION AND TEMPERATURE. CRACKED TACK WELDS X VERIFY THAT WEDLING DOES NOT OCCUR OVER CRACKED TACK WELDS CONTROL AND HANDLING OF WELDING CONSUMABLES X VERIFY PACKAGING AND EXPOSURE CONTROL. USE OF QUALIFIED WELDERS X VERIFY THAT WELDERS ARE APROPRIATELY QUALIFIED. DURING WEDLING (TABLE N5.4-2, AISE 360-10): FIT-UP OF FILLET WELDS X VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL SURFACES, AND TACK WELD QUALITY AND LOCATION. ACCESS HOLES X VERIFY CONFIGURATION AND FINISH. FIT-UP GROOVE WELD X VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS, TACKING, AND BACKING. WELDER IDENTIFICATION X A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. MATERIAL IDENTIFICATION X VERIFY TYPE AND GRADE OF MATERIAL. VERIFY WELDING PROCEDURES (WPS) AND CONSUMABLE CERTIFICATES X PRIOR TO WELDING (TABLE N5.4-1, AISC 360-10): ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES STRUCTURAL STEEL (IBC 1705.2.1,1705.11.1, & 1705.12.2) DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P INSPECTIONS TASKS AFTER BOLTING (TABLE N5.6-3)QC QA SYSTEMATICALLY FROM THE MOST RIGID PO9INT TOWARD THE FREE EDGES FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE TCSC SPECIFICATION, PROGRESSING O O FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING OPERATION O O REQUIRED) ARE POSITIONED AS REQUIRED FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF O O INSPECTION TASKS DURING BOLTING (TABLE N5.6-2)QC QA PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHER, AND OTHER FASTENER COMPONENTS O O DOCUMENT FOR FASTENER ASSEMBLIES AND METHODS USED PRE-INSTALLATION VERIFCATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND P O HOLE PREPARATIOIN, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND O O PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF O O FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTNER MATERIALS O P INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6-1) QC QA STRUCTURAL STEEL BOLTING INSPECTIONS (AISC 360 N5.6-1,2,3) INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES OF THE WELD. * WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P REPAIR ACTIVITIES P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P P K-AREA*P P ARC STRIKES P P - POROSITY - UNDERCUT - WELD SIZE - WELD PROFILES - CRATER CORSS SECTION - WELD/BASE-METAL FUSION - CRACK PROHIBITION WELDS MEET VISUAL ACCEPTANCE CRITERIA P P SIZE, LENGTH AND LOCATION OF WELDS P P WELDS CLEANED O O INSPECTIONS TASKS AFTER WELDING (TABLE N5.4-3)QC QA - EACH PASS MEETS QUAILITY REQUIREMENTS - EACH PASS WITHIN PROFILE LIMITATIONS - INTERPASS AND FINAL CLEANING WELDING TECHNIQUES O O - PROPER POSITION (F, V, H, OH) - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PREHEAT APPLIED - SHIELDING GAS TYPE/FLOW RATE - SELECTED WELDING MATERIALS - TRAVEL SPEED - SETTINGS ON WELDING EQUIPMENT WPS FOLLOWED O O - PRECIPITATION AND TEMPERATURE - WIND SPEED WITHIN LIMITS ENVIRNOMENTAL CONDITIONS O O NO WELDING OVER CRACKED TACK WELDS O O - EXPOSURE CONTROL - PACKAGING CONTROL AND HANDLING OF WELDING CONSUMABLES O O USE OF QUALIFIED WELDERS O O INSPECTION TASKS DURING WELDING (TABLE N5.4-2)QC QA OR MEMBER CAN BE IDNTIFIED. STAMPS, IF USED, SHALL BE THE LOW STRESS TYPE. * THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT CHECK WELDING EQUIPMENT O - - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDITION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) FIT-UP OF FILLET WELDS O O CONFIGURATION AND FINISH OF ACCESS HOLES O O - BACKING TYPE AND FIT (IF APPLICABLE) - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDICATION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - JOINT PREPARATION FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) O O WELDER IDNETIFICATION SYSTEM*O O MATERIAL IDENTIFICATION (TYPE/GRADE)O O MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILIABLE P P WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1) QC QA STRUCTURAL STEEL WELDING INSPECTIONS (AISC 360 N5.4-1,2,3) STRUCTURAL WOOD X IF FASTENER SPACING IS < 4" O.C.: VERIFY THAT PROPER NAILING, BOLTING, ANCHORAING, AND OTHER FASTENING OF SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES, AND HOLDOWNS. PERFORMED BY CODE INSPECTION FIRM. WOOD TRUSSES SPANNING > 60-FEET X VERIFY THAT TEMPRORAY AND PERMANENT TRUSS BRACING IS INSTALLED IN ACCORDANCE WITH APPROVED TRUSS PACKAGE. PERFORMED BY CODE INSPECTION FIRM. HIGH-LOAD DIAPHRAGMS X VERIFY THICKNESS AND GRADE OF SHEATHING, SIZE OF FRAMING MEMBERS AT PANEL EDGES, NAIL/STAPLE DIAMETERS AND LENGTH, AND THE NUMBER OF FASTENER LINES AND FASTENER SPACING PER APPROVED PLANS. PERFORMED BY CODE... ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES WOOD CONSTRUCTION (IBC 1705.5, 1705.10.1, AND 1705.11.2) FULL DEPTH STIFFENER EACH SIDE OF BEAM. MATCH SINGLE SHEAR PLATE THICKNESS. STEEL BEAM. STEEL COLUMN. SHEAR PLATE. STEEL BEAM. TYP DSW 12" TYP. STEEL BEAM. SINGLE SHEAR STIFFENER. ADD TABS WHERE BEAMS OCCUR. STEEL COLUMN. TYP DSW SINGLE SHEAR PLATE. FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE SAME DEPTH. COPE JOIST FLANGES WHERE REQUIRED. 3 SIDES SSW NOTES: 1.BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS 2.BOLT EDGE DISTANCE SHALL BE 1.1/2" MINIMUM AT ALL EDGES. 3.BOLT SPACING SHALL BE 3" MIN. BOLT SPACING MAY BE REDUCED TO 3X BOLT DIAMETER IF REQUIRED FOR A SINGLE ROW OF BOLTS. 4.INDICATES DRAG CONNECTION. USE TWO ROWS OF SLIP CRITICAL BOLTS WITH A CLASS A FAYING SURFACE. 5.EXTEND ANGLED SINGLE PLATES TO ALLOW FOR BOLT CLEARANCE. TYP DSW TYP DSW TYP DSW TYP DSW TYP DSW TYP DSW HORIZ. STIFFENER PLATES TOP AND BOTTOM THICKNESS TO MATCH SPT. TYP DSW TYP DSW SSW 1/4 BEAM WEB, COLUMN WEB, OR COLUMN FLANGE. SINGLE PLATE SINGLE PLATE SINGLE BENT PLATE. EXTEND AS REQ'D TO ACHIEVE BOLT CLEARANCE.0° TO 30°OVER 45°BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO COLUMN STIFFENER PLATE CONNECTION BEAM TO COLUMN SINGLE PLATE CONNECTION BEAM TO COLUMN SINGLE PLATE DRAG CONNECTION BEAM TO COLUMN FLANGE SINGLE PLATE CONNECTION BEAM TO COLUMN WEB SINGLE PLATE CONNECTION 0° TO 30°30° TO 45°OVER 45° HSS TUBE COLUMN. HSS TUBE COLUMN. WIDE FLANGE COLUMN.WIDE FLANGE COLUMN. BEAM WEB, COLUMN WEB, OR COLUMN FLANGE. 3" TYP. 2.1/2" MAX. SKEWED SINGLE PLATE CONNECTIONS 2.1/2" MAX. 2.1/2" MAX.2.1/2" MAX. 2.1/2" MAX.2.1/2" MAX. COLUMN WEB. COPE JOIST FLANGES WHERE REQUIRED. KNIFE PLATE USE THICKEST REQ'D SPT. 3 " M A X .SPT4" TYP.S P T (4) 7/8"Ø BOLTS TYP.(4) 7/8"Ø BOLTS TYP. FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE HIGHER. COPE JOIST FLANGES WHERE REQUIRED. TYP DSW RAISED BEAM AT SINGLE PLATE CONNECTION FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE JOIST HANGS BELOW BEAM. COPE JOIST FLANGES WHERE REQUIRED. TYP DSW LOWERED BEAM AT SINGLE PLATE CONNECTION (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. SSW6" MAX.4" AT DRAGS SPT3 1/2" M A X .30° TO 45°3/4" CAP PLATE 3/4" CAP PLATE 3/8" CAP PLATECOLUMN ABOVE, WHERE OCCURS NOTE: 1. SPOT WELDS ARE 3/4" DIAMETER, TYP. U.N.O. 2. B AND N DECK WELDS AT SIDELAP SHALL BE 3/8"X1.1/2" SPOT WELDS. 3. TOP SEAM WELDS (TSW) SHALL BE 1.1/2" LONG, TYP, U.N.O. 4. SHEAR STUDS ARE 3/4"Ø, U.N.O. 5. CHAIR REINFORCING TO BE 1" FROM TOP OF CONCRETE SLAB. REINFORCING SHALL NOT REST ON TOP OF FLUTES. 6. 3-SPAN MINIMUM, U.N.O. CONCRETE ON METAL DECK. REINFORCING EACH WAY. METAL DECK. 36/4 36/3 36/7 36/4 32/5 32/4SHEAR STUD. NOTES: 1.ALL FOOTINGS SHALL BEAR ON BED ROCK 2.ALL FOOTINGS SHALL BE CENTERED BELOW THE COLUMN OR WALL ABOVE, TYP., U.N.O. 3.PROVIDE DOWELS WITH STANDARD HOOKS FROM FOOTINGS TO ANY REINFORCED ELEMENT ABOVE WITH SIZE AND SPACING TO MATCH VERTICAL REINFORCING IN ELEMENT ABOVE. ALTERNATE HOOK DIRECTION IN SINGLE CURTAIN REINFORCING. 4.PROVIDE MINIMUM COVER FOR ALL REINFORCING PER GENERAL NOTES. 5.ANY INCREASE IN THE SIZE OF FOOTINGS SHOWN MAY REQUIRE ADDITIONAL REINFORCING, COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 6.PENETRATIONS THROUGH FOOTINGS ARE NOT ALLOWED, UNLESS APPROVED BY THE STRUCTURAL ENGINEER IN WRITING PRIOR TO CASTING FOOTING. 7.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. COVER 3" MIN. DOWELS TO MATCH VERTICAL COLUMN REINFORCING, ALTERNATE HOOK DIRECTION ROUGHEN SURFACE 1/4" AMPLITUDE2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:07 AMSE-004 SCHEDULESJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number W36 (11) 7/8" Ø 7/16" 5/16" 1/2" W33 (10) 7/8" Ø 7/16" 5/16" 1/2" W30 (9) 7/8" Ø 7/16" 5/16" 1/2" W27 (8) 7/8" Ø 7/16" 5/16" 1/2" W24 (7) 7/8" Ø 7/16" 5/16" 1/2" W21 (6) 7/8" Ø 7/16" 5/16" 1/2" W18 (5) 7/8" Ø 5/16" 1/4" 3/8" W16 (4) 7/8" Ø 5/16" 1/4" 3/8" W12, W14, C12 (3) 7/8" Ø 5/16" 1/4" 3/8" W8, W10, C8, C10 (2) 7/8" Ø 5/16" 1/4" 3/8" BEAM SIZE NO. BOLTS PER ROW SINGLE SIDED WELD (SSW) DOUBLE SIDED WELD (DSW) SHEAR PLATE THICKNESS (SPT) STEEL TO STEEL CONNECTION SCHEDULE 7½ W3 16 W3 16 NW 7 1/2" 4 1/2" #4 24" 36/4 12" 24" 24" 12" 6¼ W3 18 W3 18 LW 6 1/4" 4 1/2" #4 24" 36/4 12" 24" 24" 12" 5¼ W2 18 W2 18 LW 5 1/4" 3 1/2" #4 24" 36/4 12" 24" 24" 12" 6¼ N 18 PLN3 18 LW 6 1/4" 4 1/2" #4 24" 32/5 12" 24" 24" 12" 4 B 20 PLB 20 NW 4" 3" #4 24" 36/7 12" 18" 18" 12" SIZE SPACING WELD VSC2 BP MARK TYPE GAUGE CONCRETE TYPE CONCRETE DEPTH MIN SHEAR STUD... REINFORCING CROSS-PANEL WELD... WELD SPACING ALONG FLUTES SIDELAP SPACING FLOOR DECKING SCHEDULE C.W. = CROSSWISE E.W. = EACH WAY L.W. = LENGTHWISE F-2.5C 2'-6" CONT. 12" #4 @ 12"O.C. C.W (2) #5 L.W. - - F5 5'-0" 5'-0" 18" (7) - #6 E.W. - - F3.5 3'-6" 3'-6" 12" (5) - #5 E.W. - F-3 3'-0" 3'-0" 12" (4) - #5 E.W. - - F-2.25 2'-3" 2'-3" 12" (3) - #5 E.W. - - MARK WIDTH LENGTH THICK. BOTTOM REINFORCING TOP REINFORCING NOTES CONCRETE FOOTING SCHEDULE BEARING PRESSURE = 5000 PSF 2 11/05/20 20 Addendum 2 2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:09 AMSE-005 3D RENDERINGJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number 1 3D STRUCTURAL RENDERING 15 16 17 18 C C1 D D1 E F F1 G G1 H H1 J 141312 19 20 21 B J1 A1 SE-201HSS6X6X1/4HSS5X5X5/16HSS5X5X5/16(E) WALL A1 SE-512 A2 SE-512 E1 SE-511 (E) WALL (E) WALL (E ) W A L L (E) WALL(E) WALL(E) WALLHSS6X6X1/4W21X55W8X10W8X10 3 W14X22 W14X22 W10X33(E)W10X33(E)W10X33(E)W10X33(E)W10X33(E)W10X33(E)C2 SE-512 C2 SE-512 L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4B5 SE-511 TYP. L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4A5 SE-511 A5 SE-511 SEE ARCH. FOR LOCATION 2HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16(E) 3'-0" FOOTING TF=69'-0"TF=67'-0"2 A2 SE-512 SIM. 1 1 HSS5X5X5/16(E) 3'-0" FOOTING TF=67'-0" C1 SE-202 _______C4 SE-202 _______ (E) 3'-0" FOOTING NEW 8" CONCRETE WALL ALTERNATIVE W/ 2'-6" CONT. FOOTING BELOW WALL TF=69'-0"TF=67'-0" (E) 9'-0" SQ. FOOTING (E) 8'-6" SQ. FOOTING (E) 10'-0" SQ. FOOTING(E) 9'-0" SQ. FOOTING (E) 8'-6" SQ. FOOTING (E) 10'-0" SQ. FOOTING 12" MASONRY INFILL AT DOOR TF=67'-0" A4 SE-201 _______ CW-8ACW-8ACW-8A CW-8A84' -4" 4½" Foundation Slab D1 SE-512 3 (E) 3'-0" FOOTING 12" CONCRETE SLAB. REINFORCE WITH #4 AT 16" O.C. BOTH WAYS, TOP AND BOTTOM OF SLAB (2 MATS OF REINFORCING.)CW-8ACW-8A CW-8ACW-8A SE-201 A5 SE-201 C5 8' - 6"7' - 6"4 4 4 L4X4X1/4 L4X4X1/4 5¼ W2 18 7½ W3 16 7½ W3 16 CW-8A CW-8AA1 SE-511 A1 SE-511 REMOVE STAIR TO UPPER LEVEL. PROVIDE COMPACTED FILL AND 4" SLAB ON GRADE PER ARCH. DRAWINGS, SEE GENERAL NOTES. E6 SE-511HSS4X4X5/16HSS4X4X5/164HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4F-2.25 F-3 F-2.25 F-3 F-2.25 F-3 F-2.25 F-3 A5 SE-110 INDICATES NOTES ARE KEYED ON PLAN. 1.6" TOTAL THICKNESS L.W. CONCRETE SLAB ON 20 GAUGE W2 GALV. FORM LOCK DECK -REINFORCE WITH #4 AT 24" O.C. BOTH WAYS IN CENTER OF SLAB. WELD METAL DECK TO ALL SUPPORTS WIHT 3/4"Ø PUDDLE WELDS AT 12" O.C. 2.SHIFT COLUMN TO ALLOW FOR 3'-6" FOOTING TO BE CAST. 3.7¼"± L.W. CONCRETE SLAB ON 20 GAUGE W3 FORM LOCK GALV. METAL DECK. REINFORCE WITH #4 @ 24" O.C. BOTH WAYS CENTER OF SLAB. 4.SEE ARCH. FOR EXTENT OF FLOOR TO BE DEMOLISHED. NEW SLAB SHALL BE 8" MIN. THICKNESS. REINFORCE WITH #4 AT 12" O.C. BOTH WAYS TOP AND BOTTOM OF SLAB, SEE DETAIL A1/SE-511. KEYED SHEET NOTES 1' - 4"EXISTING CONC. JOIST NEW L.W. CONC. INFILL EXISTING CONC. SLAB EXISTING FOUNDATION WALL EXISTING 3'-0" CONT. FOOTING EXISTING CONC. SLAB HSS3X3X1/4 WITH 5/8"X5"X9" PLATE WITH (2) 5/8"X6" TITEN HD BOLTS AT BOTTOM NON-SHRINK LEVELING GROUT AS REQ'D TYP. 3/16 3/16 NEW CONC. SLAB 5/8"X6"X9" PLATE WITH (2) 5/8"X6" TITEN HD BOLTS. FERRO SCAN FOR REINF. PRIOR TO DRILLING FOR BOLTS. FOOTING, SEE PLAN RETURN AIR PLENUM PRIOR TO INSTALLING TUBE COLUMNS, USE JACKS TO RAISE JOISTS 1/64". USE (2) JACKS PLACED ON NEW FOOTINGS, (1) EACH SIDE OF COLUMN.2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:11 AMSE-110 FOUNDATION PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number 1/8" = 1'-0"1 STAGE FRAMING PLAN 1 10/30/20 20 Addendum 1 2 11/05/20 20 Addendum 2 NO SCALESE-110 A5 15 16 17 18 C C1 D D1 E F F1 G G1 H H1 J 141312 19 20 21 B W21X55 (E) WALL L 2 1 1HSS4X4X5/16(E) WALL (E) WALL (E ) W A L L (E) WALL(E) WALL(E) WALLW21X55 3 W14X22 W14X22 W14X22 W14X22 W10X33(E)W10X33(E)W10X33(E)W10X33(E)W10X33(E)W10X33 (E) C2 SE-512 C2 SE-512 L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4L4X4X1/4B5 SE-511 TYP. A1 SE-201 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4A5 SE-511 A5 SE-511 W12X19 (E)W12X19 (E)W12X19 (E) W10X12 (E)W12X19 (E)W12X19 (E)W16X26 (E)W21X55 (E) W16X26 (E)W8X17W8X17 (E)W8X17 (E)W8X17W14X30 (E)W14X30 (E) W14X30 (E) W14X22 (E)W14X22 (E)W14X22 (E) W14X22 (E)W24X68 (E)W24X68 (E)W24X68 (E)W8X17W16X26 (E)W12X72(E) W12X72(E) W12X72W12X72W8X24W8X24W8X24W8X24W10X15 (E)W10X15 (E)EXISTING FRAMING AT MAIN LEVEL TICKET BOOTH AREA 3 3 44 AREA OF SEATING SLAB TO BE REMOVEDAREA OF SEATING SLAB TO BE REMOVED W16X26 (E) S15X42.9 W21X55 W21X55 S15X42.9 (93'-1½") (90'-7½") (93'-1½") (90'-7½")(90'-7½") (93'-1½") (90'-7½") (93'-1½") (90'-7½") A2 SE-512 SIM.(E) 6" CONC. WALL(E) 6" CONC. WALLSE-121 A1 SE-121 A4 CJ-2 TO REMAIN CJ-2 TO REMAIN A4 SE-201 _______ NEW 8" CONCRETE WALL ALTERNATIVE W/ 2'-6" CONT. FOOTING BELOW WALLHSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS6X6X1/4W8X18HSS5X5X5/16HSS5X5X5/16HSS6X6X1/4W8X18HSS5X5X5/16SE-202 A1 SE-202 A4 REMOVE STAIR TO LOWER LEVEL. ADD HSS6X4X3/8 BEAM C3 SE-512 L4X4X1/4 L4X4X1/4 C3 SE-512 OPP.FOR STAIR TREADS, SEE DETAIL C3/SE-512. SEE ARCH. FOR LOCATION FOR STAIR TREADS, SEE DETAIL C3/SE-512. SEE ARCH. FOR LOCATION D3 SE-512 OPP.D3 SE-512 HSS4X4X5/16W14X22 (E) W14X22 (E) W14X22 (E) W16X26 (E)W24X68 (E)W24X68 (E)(ALL FRAMING SHOWN IS EXISTING) W14X22 (E) W14X22 (E)W24X68 (E)W16X26 (E) HSS6X4X3/8 E5 SE-511 HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4A5 SE-110 INDICATES NOTES ARE KEYED ON PLAN. 1.PROVIDE ADEQUATE SHORING AND REMOVE BLEACHERS AS SHOWN. INSTALL BEAMS AND COLUMNS AS SHOWN, SEE DETAILS B5/SE-201 AND D5/SE-201. AS AN ALTERNATE, INSTALL CONCRETE WALLS, SEE DETAIL B1/SE-512, PROVIDE 8" CONCRETE WALL AND F-2.5C FOOTING. SEE SHEET SE-201 FOR RAKER BEAMS. 2.5½" CONCRETE SLAB ON 20 GAUGE GALV. W2 FORM LOCK METAL DECK. REINFORCE WITH #4 AT 24" O.C. BOTH WAYS CENTER OF SLAB. 3.REMOVE 6" CONCRETE WALLS ABOVE W10X15 BEAMS. REMOVE (2) W12X19 BEAMS. REMOVE BLEACHERS IN AREA SHOWN. COORDINATE WITH ARCH. DRAWINGS FOR EXTENT OF RISER REMOVAL. SEE SHEET SE-121 FOR NEW FRAMING. PROVIDE ADEQUATE SHORING AS REQ'D. 4.PROVIDE ADEQUATE SHORING FOR PLATFORM CONTROL ROOM AND REMOVE TICKET BOOTH WALLS, SEE ARCH. FOR EXTENT OF WALL REMOVAL. SEE SHEET SE-121 FOR NEW FRAMING OF NEW SLABS, ETC. KEYED SHEET NOTES 3/16 3/16 NEW 3/8"X7" BOTTOM FLANGE 1/2' PLATE EACH SIDE OF WEB EXISTING MASONRY WALL COLUMN, SEE PLAN CUT DOWN 6" DEPTH AT DOOR AND OPENING PER ARCH. 1/4"X4"X1'-0" PLATE EACH SIDE WITH (4) 3/4"Ø A325 BOLTS 1/2" STIFFENER BOTH SIDES 1/2" STIFFENER BOTH SIDES EXISTING W14X30 BEAM COLUMN, SEE PLAN 6"1/4 3/16 AA0' - 6" 0' - 1 1/2" VIEW A-A 2½" PLATES AS REQUIRED 1/4 (4) 3/4" A325 BOLTS (4) 3/4" A325 BOLTS2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:13 AMSE-111 STAGE FRAMING PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number 1/8" = 1'-0"SE-111 A2 STAGE FRAMING PLAN 1 10/30/20 20 Addendum 1 2 11/05/20 20 Addendum 2 NO SCALESE-111 A5 15 16 17 18 C C1 1413 19 20 B EXISTING FRAMINGEXISTING FRAMING 22 EXISTING ROOF JOISTS 8'-0" O.C. C1 SE-202 _______C4 SE-202 _______ A4 SE-201 _______ HSS6X4X1/4 INDICATES NOTES ARE KEYED ON PLAN. 1.USE L4X4X1/4 SHEAR TABS WITH (3) 3/4"Ø BOLTS EACH CHANNEL. 2.REMOVE THESE WALLS, SEE ARCH. 3.RIGGING BEAMS BELOW JOISTS. CENTER GOOD FOR 2400 LBS ONE PLACE, ALL (3) GOOD FOR 1200 LBS. EACH THESE LOADS MUST BE SPREAD 24' -0" O.C W8X15 BEAM CAN HAVE 600 LBS ANYWHERE ON THE BEAM. MAX (4) W8X15, 16' -0" O.C. MIN. 4.PROVIDE ADEQUATE SHORING AS REQUIRED. 5.4½" CONCRETE SLAB ON 20 GAUGE GALVANIZED TYPE BR COMPOSITE METAL DECK. WELD DECK TO ALL SUPPORTS WITH 3/4" PUDDLE WELDS AT 6" O.C. FOR PERPENDICULAR SUPPORTS AND 12" FOR PARALLEL SUPPORTS. USE 1½" SIDE SEAM WELDS AT 16" O.C. 6.6" TOTAL THICKNESS L.W. CONCRETE SLAB ON 20 GAUGE W2 FORM LOCK METAL DECK. REINFORCE W/ #4 @ 18" O.C. BOTH WAYS IN CENTER OF SLAB. METAL DECK SHALL BE WELDED TO SUPPORTS W/ 3/4" PUDDLE WELDS AT 6" O.C. 7.SEE DETAIL C4/MEP-B-SE101 FOR ROOF DECK INFILL. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATIONS. 8.SEE DETAIL D6/SE-511 FOR INSTALLATION REQUIREMENTS FOR HSS10X8X5/16 BEAM AT GRIDS 16 TO 17. 9.EXISTING W14X30 BEAM REVISED. SEE DETAIL B5/SE-111. KEYED SHEET NOTES 15 16 17 18 19 L HSS4X4X5/16HSS4X4X5/16HSS4X4X5/16HSS4X4X5/16HSS10X8X5/16 C5 SE-511 C3 SE-511HSS10X8X5/16HSS10X8X5/16SE-511 D5 SE-511 D5 OPP. HSS10X8X5/16 HSS10X8X5/16 600S162-33 LIGHT GAUGE CHANNEL SECTION AT 24" O.C. ABOVE AND 3500S162-33 AT 24" O.C. BELOW, SEE ARCH. . HSS10X4X3/16HSS3X3X3/16HSS3X3X3/16CONTROL BOOTH E1 SE-512 E3 SE-5118 D6 SE-511 15 16 17 1814 19 L HSS4X4X5/16HSS4X4X5/16HSS4X4X5/16H S S 4 X 4 X 5 /1 6 D3 SE-511 W10X22(E) W10X15 TO REMAIN. REMOVE 6" CONCRETE WALL 5 5 W10X22HSS4X4X1/4B4 SE-511 B3 SE-511 A2 SE-511 B2 SE-511 B1 SE-511 C1 SE-511 C2 SE-511 W16X36 W16X36 W12X19W12X19D3 SE-511 TYP. W16X36 TYP. FOR ADA SEATING PLATFORM DETAIL, SEE D2/SE-512 HSS3X3X3/16HSS3X3X3/16E3 SE-511 D3 SE-511 W8X15W8X15HSS4X4X1/4(E) W12X72(E) W12X72C2 SE-511 13 14 15 B C 15 C 1413 BHSS4X4X5/16(E) W14X30 (E) W14X30 (E) W14X30 9 0' - 1 1/2" TO W6X20 W14X30 MADE EQUAL A5 SE-1112"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:16 AMSE-121 LOW ROOF FRAMING PLANJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number 1/8" = 1'-0"SE-121 B1 LOW ROOF FRAMING PLAN NO SCALESE-121 A4 REVISED FRAMING PLATFORM CONTROL BOOTH NO SCALESE-121 A1 REVISED FRAMING MAIN LEVEL TICKET BOOTH 1 10/30/20 20 Addendum 1 3/16" = 1'-0"SE-121 B5 LEVEL 2 FRAMING REVISIONS 1112 13 14 15 16 17 2122 D E F G H J K L H1 J1 19 20 F1 G1 C1 1815161718 C1 D D1 E F F1 G G1 H H1 J 141312 19 20 21 L J1 K 22 W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 W12X26W12X26W12X26W12X26W12X26 W12X26W12X26 W12X26 D2 SE-511 _______T-2T-2T-2T-2T-3T-3T-1AT-1AD2 SE-511 _______ D2 SE-511 _______ D2 SE-511 _______W12X26W12X26W12X26W12X26W12X26E1 SE-201 B1 SE-201 _______ C1 SE-202 _______C4 SE-202 _______ D4 SE-512 22 2 2 22 2 2 INDICATES NOTES ARE KEYED ON PLAN. 1.SEE SHEET SE-004 FOR BEAM TO BEAM CONNECTIONS. 2.SEE ARCH. FOR EXACT LOCATION OF BASKETBALL BACKSTOPS AND SEE THE SUPPLIER FOR THE EXACT LOCATION OF THE SUPPORTS. ALL BACKSTOP MEMBERS AND SUPPORTS TO BE DESIGNED, SUPPLIED, AND INSTALLED BY THE SUPPLIER. SEE THE ARCH. FOR APPROVED SUPPLIERS. THE FLOOR OF THE GYMNASIUM IS APPROX. 31 FEET BELOW THE SUPPORT TRUSSES, FIELD VERIFY. SHEET NOTES2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:18 AMSE-122 CURTAIN SUPPORTSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number 1/8" = 1'-0"SE-122 A1 CURTAIN AND BASKETBALL STANDARD SUPPORTS 1 10/30/20 20 Addendum 1 2 11/05/20 20 Addendum 2 C1 D D1 E F F1 G G1 H H1 J 21 23 24 L J1 K 22 25 26 27 28 29 T1-AT1T1T1T1T1W16X31 W16X31 W16X31 W16X31 W16X31W16X31W12X26W12X26 W12X26W12X26W12X26W12X26W12X26W12X26W12X26W12X26W16X31 W16X31 W16X31 W16X31 W16X31 W16X31W12X26 W12X26W12X26W12X26W12X26W12X26W12X26W12X26W12X26W12X26E2 SE-511 E2 SE-511 D5 SE-512 D6 SE-512 D6 SE-512 SIM. D5 SE-512 D6 SE-512 D6 SE-512 SIM. SE-123 D4 SE-123 D4 E5 SE-512 E5 SE-512 E5 SE-512 E5 SE-512 INDICATES NOTES ARE KEYED ON PLAN. 1.SEE SHEET SE-004 FOR BEAM TO BEAM CONNECTIONS. SHEET NOTES 27 28HSS3X0.250HSS3X0.250C12X25 HSS3X0.250C12X25 C12X25C12X25C12X25C12X25 C12X25 HSS3X0.250HSS3X0.250HSS3X0.250E5 SE-512 E5 SE-5122"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:19 AMSE-123 FITNESS CENTER ROOF FRAMINGJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number 1/8" = 1'-0"SE-123 A1 FITNESS CENTER ROOF 3/16" = 1'-0"SE-123 D4 MECHANICAL CURB SUPPORT 1 10/30/20 20 Addendum 1 23 24 F1 H1 15 C1 D 14 HSS5X5X5/16W14X22 W14X22 B5 SE-201 C2 SE-512 EXISTING RAKER BEAM FROM GRID 13 TO 15 TO BE REMOVED. PROVIDE ADEQUATE SHORING. W21X55 RAKER BEAM ABOVE C1 SE-202 _______ D1EFF1 SE-511 A5 SE-511 B5SE-201 C1 0' - 0"15 14 13 W14X22W14X22W21X55 81' -0" A4 SE-512 B4 SE-512 B3 SE-512 B2 SE-512SE-512 A6 SE-512 A5 SE-512 B5 F-3.5 FOOTING EXISTING 3'-0" CONT. FOOTING 3/4" CAP PLATE WITH (4) 3/4"Ø A325 BOLTS 1/2" STIFFENERS EACH SIDE SEE DETAIL A6/SE-512 3/16 1/4 75' -4" FIELD VERIFY 75' -4" FIELD VERIFY 75' -4" FIELD VERIFY F-5 FOOTING FOOTING ELEVATIONS ARE APPROX. FOOTING SHALL BEAR ON BEDROCK. APPROX. GRADE, NO CONC. SLAB 3/4"X11"X11" BASE PLATE WITH (4) 3/4ØX16" ANCHOR BOLTS SE-512 C1B6 SE-512 1/4 F-3 FOOTING W8X18 3/4" PLATE WITH (4) 3/4"Ø A325 BOLTSC4 SE-512 W18X12 HSS3X3X3/16 CJP FLANGES AND WEB.1" CLEAR1/2" STIFFENER PLATE EACH SIDE PROVIDE SHIMS AS REQ'D 1/2"X8X"12 PLATE WITH (2) 5/8"X5" TITEN HD BOLTS 9X16 10X14 F-5 FOOTING FULL PENETRATION WELD C10X20 HANDRAIL SUPPORT, SEE DETAIL D3/SE-512 3/4"X12"X12" BASE PLATE WITH (4) 3/4ØX16" ANCHOR BOLTS 18 C1 19 D5 SE-201 W14X22 C2 SE-512 W21X55 RAKER BEAM ABOVE EXISTING RAKER BEAM FROM GRID 18 TO 20 TO BE REMOVED. PROVIDE ADEQUATE SHORING C4 SE-202 _______ 181920 W21X55 W14X22 B2 SE-512 SE-512 A6 SE-512 A5 SIM. B4 SE-512 B3 SE-512 A4 SE-512 SE-512 B5 OPP. EXISTING SLAB ON GRADE. REMOVE AND REPAIR AS REQ'D (E) FOUNDATION WALL (E) 3'-0" CONT. FOOTING F-3.5 FOOTING 69' -0" FIELD VERIFY 81' -0" 70' -8" 65' -0" FIELD VERIFY 65' -0" FIELD VERIFY F-5 FOOTING ALL PIERS - 14"X16" WITH (4) #7 VERT. #4 TIES AT 7" O.C., (2) #4 TIES AT TOP AT 3" O.C. FOOTING ELEVATIONS ARE APPROX. FOOTING SHALL BEAR ON BEDROCK. F-3 FOOTING F-5 SQ. FOOTING 3/4" CAP PLATE WITH (4) 3/4"Ø A325 BOLTS 1/2" STIFFENERS EACH SIDE 1/4 3/4"X12"X12" BASE PLATE WITH (4) 3/4"Ø X 16" ANCOR BOLTS ON ALL BASE PLATES SHOWN SE-512 C1 OPP. B6 SE-512 3/4" PLATE WITH (4) 3/4"Ø A325 BOLTS E4 SE-512 OPP. W8X12 HSS3X3X3/16 CJP 1/2" STIFFENER PLATE EACH SIDE 1/2"X8X"12 PLATE WITH (2) 5/8"X5" TITEN HD BOLTS 1" CLEAR PROVIDE SHIMS AS REQ'D. OPP. SEE DETAIL B1/SE5-12 FOR CONCRETE WALL ALTERNATE. USE F2.5C FOOTINGC10X20 HANDRAIL SUPPORT, SEE DETAIL D3/SE-512 TYPICAL ALL WINDOWS AND DOOR, BREAK- OUT TOP FACE SHELL AND GROUT SOLID TO TOP OF WINDOWS OR DOOR. INSTALL 5/8" RODS SIM. TO DETAIL B5/SE-511 4½" CONC. SLAB (3) 5/8" RODS EACH LOCATION. TOP ROD GOES THRU WIDE FLANGE BEAM WEB. 1/4"X4"XCONT. PLATE EACH SIDE OF WALL 80' -7½" SEE DETAIL B5/SE-511SEE DETAIL A5/SE-511 FILL THIS AREA WITH GROUT 1/4"X4"XCONT. PLATE EACH SIDE OF WALL WITH (3) 5/8" RODS 4" CONC. SLAB ON GRADE12" THICKENED SLAB 71' -0" TYP. 1/4 HSS8X4X3/16 HSS4X2X3/16 HSS8X4X3/16 HSS4X2X3/16 BOTTOM CHORD OF GYM TRUSS. 3/16 SPLICE 1/8 1/8 SPLICE 1' - 4" 22' - 8"22' - 8"22' - 8"0' - 8"0' - 2"0' - 2" 5/16 15 16 17 18 100' 100' -0" C TO HANDBALL COURT BLOCK 95' -4" LEVEL 2 91' -0" C1CC1 LEVEL 2 91' -0" 70-8 92' -3 1/2" 70-9 102' -5 1/2" OPEN T.O.F. GYM 76' -8" GYM FLOOR 81' -0" 18 STAGE BOTTOM 71' -0" PROSCENIUM TRUSS 112' -0" 114' 114' -0" ROOF 126' -0" LEVEL 2 91' -0" LOW ROOF 100' -0" STAGE LEVEL 84' -0" PROSCENIUM ROOF LEVEL 125' -9 1/2" 70-8 92' -3 1/2" 70-9 102' -5 1/2" 70-10 114' -0"8' - 0"8' - 0"HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 1' - 9 3/4"1' - 2" SE-511 E4 SE-511 E4 SE-511 D4 SIM.2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:22 AMSE-201 ENLARGED FRAMING PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number NO SCALESE-201 A5 RAMP FRAMING AT EAST BLEACHERNO SCALESE-201 A1 SPINNING ROOM WALL ELEVATION NO SCALESE-201 B5 EAST RAKER BEAM AT BLEACHER NO SCALESE-201 C5 RAMP FRAMING AT WEST BLEACHER NO SCALESE-201 D5 WEST RAKER BEAM AT BLEACHER NO SCALESE-201 C1 1/4" = 1'-0"SE-201 E1 1/4" = 1'-0"SE-201 B1 ACCESS TO ROOF ABOVE RAQUETBALL COURTS SEE DETAIL C2/MEP-B-SE-101 NO SCALESE-201 A4 CONDUIT SUPPORT FRAMING 1 10/30/20 20 Addendum 1 2 11/05/20 20 Addendum 2 13 14 15 C D C1 15 C C1 D 1413 B5 SE-201 W8X15C4 SE-512 HSS3X3X3/16E4 SE-512 1 C1 SE-202 _______ SEE SE-110 FOR FRAMING - --- _______- --- _______ C D 19 20 C1 1818 C C1 D 19 20 D5 SE-201 W8X15C4 SE-512 E4 SE-512 1 C4 SE-202 _______ SEE SE-110 FOR FRAMING GYM FLOOR 81' -0" 18 LEVEL 2 91' -0" 19 20 STAGE LEVEL 84' -0" 70-8 92' -3 1/2" 1" MIN. (E) 18X55 (E) 16X36 BEAM TO BE REMOVED SEE DETAIL C1/SE-201 C5 SE-512 SEE DETAIL C1/SE-201 CUT LINE GYM FLOOR 81' -0" 15 LEVEL 2 91' -0" 1413 STAGE LEVEL 84' -0" 70-8 92' -3 1/2" (E) 18X55 (E) 16X36 1" MIN. BEAM TO BE REMOVED SEE DETAIL C1/SE-201 C5 SE-512 CUT LINE INDICATES NOTES ARE KEYED ON PLAN. 1.5" TOTAL THICKNESS L.W. CONCRETE SLAB ON 20 GAUGE W2 FORM LOCK METAL DECK. REINFORCE W/ #4 @ 18" O.C. BOTH WAYS IN CENTER OF SLAB. METAL DECK SHALL BE WELDED TO SUPPORTS W/ 3/4" PUDDLE WELDS AT 6" O.C. KEYED SHEET NOTES 6"x4"x5/16" VEENER SUPPORT ANGLE WITH 3/4" BOLTS THRU THE 12" MASONRY WALL 1 2 REMOVE BRICK VEENER IN ALTERNATE AREAS (4'-0" WIDE SECTION MAX.) INSTALL VEENER SUPPORT ANGLES PRIOR TO REMOVING ADJACENT AREAS. C5 SE-512 BEAM TO BE REMOVED AFTER VEENER SUPPORT IS IN PLACE 1 1 1 2 2 2 13 14 15 6"x4"x5/16" VEENER SUPPORT ANGLE WITH 3/4" BOLTS THRU THE 12" MASONRY WALL 1 2 REMOVE BRICK VEENER IN ALTERNATE AREAS (4'-0" WIDE SECTION MAX.) INSTALL VEENER SUPPORT ANGLES PRIOR TO REMOVING ADJACENT AREAS. C5 SE-512 BEAM TO BE REMOVED AFTER VEENER SUPPORT IS IN PLACE1 1 1 2 2 2 18 19 202"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:25 AMSE-202 ENLARGED FRAMING PLANSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number NO SCALESE-202 A1 LEVEL 2 - PARTIAL PLAN 1 NO SCALESE-202 A4 LEVEL 2 - PARTIAL PLAN 2 1/4" = 1'-0"SE-202 C4 1/4" = 1'-0"SE-202 C1 1 10/30/20 20 Addendum 1 NO SCALESE-202 D1 NO SCALESE-202 D4 DOUBLE ANGLES, SEE ANGLES AT OPENINGS TABLE DOUBLE ANGLE WITH 5/8"Ø RODS AT 16" O.C., SEE ANGLES AT OPENINGS TABLE ELEVATION A6 SE-511 REMOVE THIS END SHELL AND DRY PATCH SOLID 5/8" RODS AT 12" O.C. (7 MINIMUM) 7/8" PLUG WELD AND GRIND SMOOTH, TYP. ALTERNATE REMOVE THIS WEB AND DRY PACK MIN. OF 8" (BOTH CELLS FULL) 7/8" 5/8" RODS AT 12" O.C. (7 MINIMUM) PLUG WELD AND GRIND SMOOTH, TYP. 2@12 2@12 DOUBLE ANGLES, SEE ANGLES AT OPENINGS TABLE DOUBLE ANGLE WITH 5/8"Ø RODS AT 16" O.C., SEE ANGLES AT OPENINGS TABLE ELEVATION A6 SE-511 EXISTING MASONRY WALL ABOVE EXISTING 9½" CONC. SLAB (2) C12X30 CHANNELS WITH 3/4" THRU BOLTS AT 16" O.C. PROVIDE HSS4X4X5/16 COLUMNS AS PER PLAN EXISTING STEEL BEAM 3/16 EXISTING MASONRY WALL SE-511 D6 BETWEEN COLUMNS BEAM, SEE PLAN 1/4" 3/8" PLATE EACH SIDE OF BEAM WITH (2) 3/4"Ø A325 THRU BOLTS EXISTING MASONRY WALL ABOVE EXISTING 9½" CONC. SLAB 1½" 4" 3"AT CENTER OF BEAM, PROVIDE 7/16"X8"X12" SHIM, AT MIDSPAN - PROVIDE 5/16"X8"X12" SHIMS AT QUARTER POINTS. JACK ENDS OF BEAM TO PRE LOAD BEAM FOR DEAD LOADS. INSTALL COLUMNS 3/16 3@8 3/8"X10"X16" HIGH PLATE AT 6'-0" O.C. WITH (4) 1/2"X4" TITEN HD BOLTS. MIN. OF (2) PLATES PER BEAM. EXISTING 8" WIDE CONC. BEAM COLUMN, SEE PLAN VIEW A-A 3/4"X8X"X14" CAP PLATE COLUMN, SEE PLANAA1/2" END PLATE WITH (2) 3/4Ø A325 BOLTS ON SOUTH SIDE OF BEAM HSS10X8X5/16 BEAM 1/4 3/16 EACH BEAM 1/4 5" HSS10X8X5/16 BEAM 1/2" END PLATE WITH (2) 3/4" A325 BOLTS END PLATE REMOVE AND REPLACE EXISTING WALL AS REQUIRED EXISTING STEEL BEAM 3/4"X4½"X4½" CAP PLATE 3/4"X8"X10" BASE PLATE W/ (2) 5/8"X5" SIMPSON TITEN HD BOLTS EXISTING MASONRY WALL EXISTING STEEL BEAM EXISTING CONCRETE SLAB 1/4 1/4 93'-1½" 90'-7½" 1/2" STIFFENER, (1) SIDE1/4 ADD 1/2" PLATE WITH (2) 3/4" A325 BOLTS EXISTING W21X55 W16X36 NEW 6" CONCRETE INFILL WALL. #4 AT 12" O.C. BOTH WAYS, CENTER OF WALL EXISTING RISER SLAB ADD 1/2" PLATE WITH (2) 3/4" A325 BOLTS 3/16 3/16 EXISTING 12" MASONRY WALL EXISTING RISER SLAB REMOVE MASONRY AS REQ'D TO INSTALL NEW BEAMS. DRY PACK WITH NON-SHRINK GROUT W10X22 91'-0" A2 SE-511 EXISTING RISER SLAB 6" CONCRETE WALL W/ #4 @ 12" O.C. BOTH VERTICAL AND HORIZONTAL #4 @ 12" O.C. TOP AND BOTTOM #4 @ 12" O.C. BOTTOM OF SLAB STEEL BEAM, SEE PLAN #4X2'-6" A706 REBAR. WELD TO TOP OF BEAM(2) L3½"X2½"X1/4" CONT. ANGLES STEEL BEAM, SEE PLAN 4½" CONCRETE SLAB ON 1½" TYPE 'BR' METAL DECK (2) #4 TOP, SLOPED #4 @ 12" O.C. EMBED 4" IN EXISTING SLAB EXISTING 4½" CONCRETE SLAB ON 1½" METAL DECK (2) L2½"X2"X1/4" CONT. ANGLES EXISTING STEEL BEAM 3/4 6" O.C. 1/4 2@12 1/4 2@12 #4X6'-0" @ 12" O.C. CENTER OVER BEAM IN TOP OF SLAB 3/4 6" O.C. 3/4 6" O.C. 3/16 2@12 4½" CONCRETE SLAB ON 1½" TYPE BR METAL DECK (20 GAUGE.) PROVIDE SHORING AT MID-SPAN OF 8'-0" SPAN 1/2" PLATE WITH (3) 3/4"Ø A325 BOLTS W12X19 1/4 EXISTING COLUMN EXISTING COLUMN0' - 1 1/2"3/4 12 EXISTING CONCRETE SLAB EXISTING W10X15 (2 LOCATIONS)EXISTING W12X19 1/4 2@12W16X36 COLUMN WEB FLANGES NOT SHOWN FOR CLARITY EXISTING 4½" CONC. SLAB (E) W12X19 (E) CONNECTION 1/4 W16X36 1/2" PLATE WITH (4) 3/4"Ø A325 BOLTS W16X36 1/4 (E) SLAB #4X30" AT 12" O.C. EMBED 4" IN EPOXY, EACH SIDE #4 AT 12" O.C. #4 AT 12" O.C. TOP AND BOTTOM, SEE PLAN REMOVE THIS PORTION OF RISERS, SEE PLAN(E) BEAM (E) SLAB SAW CUT 2" NEW W16X36 REMOVE THIS PORTION OF RISERS, SEE PLAN 3/4 12 3/16 2@12 L4X4X1/4XCONT. ANGLE W/ 1/2"X4" TITEN HD BOLTS @ 24" O.C. (CENTER OF EXISTING SLAB) 3/4" PLATE WELD TO 3/4"X8X"X8" CAP PLATE ON COLUMN (2) 3/4"Ø A325 BOLTS 1/2" END PLATE ON EACH TUBE BEAM HSS4X4X5/16" COLUMN BELOW 1/4 3/16 EACH BEAM 1/4STEEL BEAM, SEE PLAN EXISTING W16X26 STEEL BEAM REMOVE MASONRY AS REQUIRED AND INSTALL BEAM. DRY PACK GROUT AROUND BEAM 1/2" PLATE W/ (2) 3/4" A325 BOLTS 1/4 1919 0' - 6"HSS4X4X1/4(3) SIDES 3/16 EXISTING STEEL BEAM EXISTING CONC. SLAB 3/4"X4½"X10" BASE PLATE WITH (2) 5/8"X4" TITEN HD BOLTS3/16 EXISTING STEEL BEAM EXISTING ROOF JOIST BEYOND EXISTING 4" BRICK VEENER EXISTING 12" MASONRY WALL. REMOVE MASONRY AS REQUIRED. INSTALL ANGLES, DRY PACK WITH NON-SHRINK GROUT 5" 3/4"HSS5X4X5/16 (2) L4X3X1/4 (1 EACH SIDE) HSS4X4X1/4 TYP. TOP & BOTTOM 1/4 SIDES, TYP. 1/4 3/16 SHOP OR FIELD, TYP.1/4 HSS5X4X5/16 (2) L4X3X1/4 (1 EACH SIDE) EXISTING 12" MASONRY WALL. REMOVE SECTION AS REQ'D. INSTALL ANGLES, DRY PACK WITH NON-SHRINK GROUT. EXISTING CONRETE ON METAL DECK EXISTING STEEL BEAMS 92' -3½" SHOP OR FIELD 3/16 4"3/4" CLEAR (2) 5/8"X3½" TITEN HD BOLTS EACH ANGLE EXISTING GYM FLOOR, SEE ARCH. EXISTING GIRDER (2X10, 2X12, 2X10) 2X REQ'D SHIMS 8" LONG. NEW 2X6 INFILL CENTERED BETWEEN EXISTING JOISTS PROVIDE CONSTRUCTION GLUE BETWEEN TOP OF JOIST AND PLYWOOD (4) 16d NAILS 2X6 X 16"MIN. SPLICE MEMBER FAR SIDE WITH (4) 16d NAILS TO EACH ADDED 2X6 2X6 BLOCKING, ONE SIDE STEEL BEAM, SEE PLAN EXISTING STEEL BEAM 1/2" PLATE W/ (3) 3/4" A325 BOLTS 3/4 6 EXISTING MASONRY WALL REMOVE MASONRY AS REQ'D AND INSTALL BEAM. DRY PACK GROUT AROUND BEAM 1/4 HSS10X4X3/16 3/8" END PLATE HSS3X3X1/4 1/8 3/16 5/8" CAP PLATE 1/4 0' - 6"12" MIN. PER COMPACT STORAGE SUPPLIER, RECESS FOR COMPACT STORAGE RACK TRACKS. 2" COVER 3" COVER #4 AT 12" O.C. TOP AND BOTTOM NORTH-SOUTH BARS PLACE BOTTOM BAR FIRST, TOP BAR LAST #4 AT 12" O.C. EAST-WEST BARS, TOP AND BOTTOM AT EACH END OF BEAM PROVIDE 1/2"X7"X10" PLATE WELDED TO BEAM WITH 1/4" FILLET WELD. ATTACH TO END WALLS WITH (2) 5/8"X5" TITEN HD BOLTS, GROUT CELLS FULL AS REQ'D SEE ARCH, FOR HANDRAIL HSS6X4X3/8 BEAM 5/8" THREADED ROD AS REQ'D AT 24" O.C., EMBED 6" IN EPOXY PLUG WELD COLUMN, SEE PLAN 3/4"X4½"X10" BASE PLATE W/ (2) 5/8"X4" TITEN HD BOLTS EXISTING SLAB, SEE PLAN EXISTING CONCRETE WALL BELOW, SEE PLAN2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:28 AMSE-511 FRAMING DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number NO SCALESE-511 A5 NO SCALESE-511 A6 8'-0" TO 12'-0" L8X4X1/4 LLV L6X6X1/4 L6X6X1/4 L6X6X1/4 4'-0" TO 8'-0" L6X4X1/4 LLV L5X5X1/4 L5X5X1/4 L5X5X1/4 UP TO 4'-0" L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 8" CMU 10" CMU 12" CMU OPENING WIDTH DOUBLE ANGLE LINTEL SIZE DOUBLE ANGLE COLUMN SIZE ANGLES AT OPENINGS NO SCALESE-511 B5 FRAMING AROUND WINDOWS NO SCALESE-511 C5 NO SCALESE-511 D6 NO SCALESE-511 C3 NO SCALESE-511 B4 NO SCALESE-511 B3 NO SCALESE-511 A2 NO SCALESE-511 B2 NO SCALESE-511 B1 NO SCALESE-511 C1 NO SCALESE-511 C2 NO SCALESE-511 D5 NO SCALESE-511 D1 NO SCALESE-511 D2 NO SCALESE-511 D3 NO SCALESE-511 E4 NO SCALESE-511 D4 NO SCALESE-511 E1 NO SCALESE-511 E2 1 10/30/20 20 Addendum 1 NO SCALESE-511 E3 NO SCALESE-511 A1 NO SCALESE-511 E5 NO SCALESE-511 E6 EXISTING 7½" CONC. SLAB EXISTING STAGE FLOOR EXISTING BRICK VEENER EXISTING WALL 3/8"X4" PLATE CONT. WITH 5/8"ØX6" WELDED ANCHOR STUDS @ 16" O.C. (2) #3 TOP AND BOTTOM EXISTING FOUNDATION WALL EXISTING FOUNDATION WALL EXISTING 4" SLAB ON GRADE NEW MASONRY WALL INFILL AT EXISTING DOOR #5 @ 32" O.C. VERT. EMBED 6" IN EXISITNG FOUNDAITON NEW STAGE FLOOR, SEE ARCH. 81' -0" 3/4 12" O.C. 8" CMU BLOCK AT FLOOR 12" MASONRY WALL INFILL AT (E) DOOR SLOPES CW-8A 6" MIN. THICKNESS L.W. CONC. STAIR SLAB ON 20 GAUGE W2 FORM LOCK DECK WITH #4 AT 12" O.C. EACH WAY #3 NOSE BARS IN STAIRS 3/8"X4"XCONT. PLATE WITH 3/4"X6" WELDED ANCHOR STUDS AT 16" O.C. 4X4X1/4 ANGLE WITH 5/8"X5" TITEN HD BOLTS AT 16" O.C. DRILL AND EPOXY 3½" IN CONC. SLAB, TYP. 3/4 12 3/4 12 7¼" ± L.W. CONC. SLAB ON 22 GAUGE GALVANIZED W3 FORM LOCK METAL DECK. REINFORCE WITH #4 @ 24" O.C. E.W.7½"X4"X5/16 CONT. BENT PLATE WITH #4X16" DOWELS AT 24" O.C., WELD TO BENT PLATE 3"EXISTING STAGE FLOOR EXISTING 7½" CONC. SLAB EXISTING WALL AND BRICK VEENER NEW STAGE FLOOR, SEE ARCH. 4"X4"X1/4" CONT. ANGLE WITH 5/8"X5" TITEN HD ANCHORS AT 16" O.C. EXISTING WALL AND BRICK VEENER 3/4 12" O.C. 7¼" ± L.W. CONC. SLAB ON 22 GAUGE GALVANIZED W3 FORM LOCK METAL DECK. REINFORCE WITH #4 @ 24" O.C. E.W. BREAK OUT FACE SHELL AT 16" O.C. AND GROUT SOLID SLAB BEYOND JOIST (RISER) BEYOND VARIES (1) #5X30" LONG DOWEL @ EACH JOIST. EMBED 6" IN EPOXY. INSTALL PRIOR TO FORMING WALL 8" CONC. WALL, #5 @ 14" O.C. BOTH WAYS CENTER OF WALL STEP TOP OF WALL TO MATCH BOTTOM OF BLEACHERS WALL ALTERNATE SEATING SLAB FERROSCAN JOISTS BEFORE DRILLING HOLES FOR DOWELS SLAB BEYOND JOIST (RISER) BEYOND VARIES SLOPES FORM ONE SIDE AND DRY PACK WITH 6000 PSI NON-SHRINK GROUT W21X55 SEATING SLAB 3/4" WELDED ANCHOR STUDS, LENGTHS VARY A6 SE-512 (2) #5 TOP 8" CONCRETE WALL W/ #4 @ 12" O.C. BOTH WAYS IN CENTER OF WALL INJECT W/ EPOXY EXISTING RISER SLAB #4 VERTICAL @ 12" O.C. L4X4X1/4XCONT. ANGLE W/ 3/4"X6" TITEN HD BOLTS @ 12" O.C. STEEL BEAM, SEE PLAN 1/4 #4 HORIZONTAL @ 12" O.C. #4 @ 18" O.C.18" 24" 3/4 12" O.C. STEEL BEAM, SEE PLAN L4X4X5/16XCONT. ANGLE #4X24" A706 REBAR WELDED TO BEAM WEB @ 18" O.C. 1/4 3@12 3/4 VARIES, SEE PLAN 6" L.W. CONC. SLAB ON METAL DECK, SEE PLAN 12" O.C.STEEL BEAM, SEE PLAN 1/2" BOLTS @ 16" O.C. CAST IN DRY PACK GROUT EXISTING RISER SLAB6" L.W. CONCRETE SLAB ON METAL DECK, SEE PLAN #4X30" REBAR @ 18" O.C. EMBED 6" IN EPOXY 1/4 3@12 3/4 6" O.C. SEE E3/SE-121 FERROSCAN JOISTS TO LOCATE REINFORCING PRIOR TO DRILLING HOLES FOR BOLTS 3/8" BENT PLATE AS REQUIRED. (FULL WIDTH OF BEAM + 4") W/ (1) 5/8"X5" TITEN HD BOLT CENTER OF JOIST (RISER) 3/4"X4" WELDED ANCHOR STUDS EXISTING RISER SLAB 1/4 STEEL BEAM, SEE PLANAA END OF CONCRETE RISER SLAB STEEL BEAM, SEE PLAN VIEW A-A BENT PLATE WITH TITEN HD 5/8"X5" TITEN HD BOLT AT CENTER OF JOIST EXCEPT CJ-2, FERROSCAN JOISTS TO DETERMINE EXACT LOCATION OF BOLTS STEEL BEAM, SEE PLAN NOTE: PROVIDE SUPPORT FOR METAL DECK AT TRANSITION 3/4" CAP PLATE W/ (8) 3/4"Ø A325 BOLTS STEEL BEAM, SEE PLAN 1/2" GUSSET PLATE W/ (4) 3/4"Ø A325 BOLTS STEEL COLUMN, SEE PLAN 1/4 1/2" STIFFENER BOTH SIDES OF BEAM 1/4 L6X4X5/16 CONT. #4 AT 18" O.C. #4X24" A706 REBAR WELDED TO ANGLE AT 18" O.C. NOTE: WELD ANGLE TO SUPPORT ANGLES AT EACH END 3/4 (E) THEATER GYM FLOOR AT ELEVATION 81'-0" PROVIDE PROTECTION FOR WOOD FLOOR WHEN CASTING CONCRETE FLOOR 5/8" X 5" SIMPSON TITEN HD BOLTS AT 16" O.C. 8" CONCRETE WALL 12" O.C. 6X4X5/16" CONT. ANGLE 1/2" STIFFENER PLATE EACH SIDE CONCRETE ON METAL DECK, SEE PLAN 3/4"X6"X12" CAP PLATE WITH (4) 3/4"Ø A325 BOLTS STEEL COLUMN, SEE PLAN 1/4 1/4 3/16 3@12STEEL BEAM, SEE PLAN CONCRETE SLAB ON METAL DECK, SEE PLAN 1/4" PLATE CUT BOTTOM FLANGE AND WEB AND REMOVE SECTION TO MAKE BEND IN BEAM. DO NOT CUT TOP FLANGE, CAN BE HEATED TO BEND TOP FLANGE BEAM, SEE PLAN BEAM, SEE PLAN CONCRETE ON METAL DECK, SEE PLAN STEEL BEAM, SEE PLAN L6X4X5/16 ANGLE W/ 3/4"X6" TITEN HD AT 24" O.C. EXISTING MASONRY WALL BREAK-OUT FACE SHELL AND GROUT SOLID @ 16" O.C. TYP. 3/4 12 CONCRETE ON METAL DECK, SEE PLAN. BEAM, SEE PLAN. L5X5X1/4 1/4 3@12 EXISTING BEAM. L3X3X1/4 WITH 3/4"Ø BY 5" TITEN HD AT 18"O.C. 3/4 12 L5X5X1/4 5/8" CAP PLATE WITH (4) 5/8" A325 BOLTS COLUMN, SEE PLAN BEAM, SEE PLAN. 3/8"X6"XREQUIRED SHEAR TAB. REMOVE AND REPOINT MASONRY AS REQUIRED. 1/4 NOTCH END OF CONCRETE SLAB AS REQ'D FOR COLUMN L5X5X1/4 CONT. ANGLE #4X24" DOWELS AT 18" O.C. 1/2" STIFFENER PLATE EACH SIDE SLOPES TO MATCH BEAM SLOPE 3/16 3"EXISTING STAGE FLOOR EXISTING 7½" CONC. SLAB EXISTING WALL AND BRICK VEENER 3/4 12" O.C. (2) 6X4X1/4 ANGLES WITH (4) 5/8"X6" TITEN HD BOLTS. (2) 3/4" A325 BOLTS TO BEAM BEAM, SEE PLAN NEW STAGE FLOOR, SEE ARCH.7¼" ± L.W. CONC. SLAB ON 22 GAUGE GALVANIZED W3 FORM LOCK METAL DECK. REINFORCE WITH #4 @ 24" O.C. E.W. 4"X4"X1/4" CONT. ANGLE WITH 5/8"X5" TITEN HD BOLTS AT 16" O.C. EXISTING K-BRACE AND PLATE 1/2"X4"X10" SHEAR PLATE 3/8"X4"X10" SHIMS AT 2'-6" O.C. AT GRIDS F1 AND H1, USE 3/4" PLATES. AT ALL OTHER LOCATIONS, USE 1/2" PLATES. WT12X72.5 TYP. 1/4 3" EACH SIDE OF SQUARE PLATE 3/16 TYP. 1/4 1/2" PLATE WITH (3) 3/4"Ø A325 BOLTS EAC H BEAM, TYP. 3/8"X4"X10" SHIMS AT 2'-6" O.C. 3/16 3" EACH SIDE EACH MEMBER 12" WELDS TOTAL TYP. 1/4 A A VIEW A-A 10" EXISTING TRUSS BOTTOM CHORD EXISTING TRUSS TOP CHORD EXISTING TRUSS VERT. 3/4 6EXISTING ROOF DECK STEEL BEAM, SEE PLAN 6½"X6½" SHIM PLATE AS REQ'D. (4) 3/4"Ø A325 BOLTS STEEL BEAM, SEE PLAN 1/4"X4" PLATE AT 18" O.C. WITH 3/8"Ø DRILL AND EPOXY BOLTS, EMBED 3½" HSS2X2X1/4" TUBE 3/8"X3" SQUARE PLATE 3/16 TYP. 3/16 #4X15" REABAR AT 16" O.C. EMBED 4" INTO EXISTING IN EPOXY. #4X16" REBAR AT 18" O.C. EMBED 4" IN EXISTING IN EPOXY GEOFOAM EXISTING SUSPENDED CONCRETE TIERS #4 REBARS AT 18" O.C. (4) #4 AS SHOWN MOUNTING OF CHAIR AND CHAIR BY SUPPLIER METAL GUARD RAIL, SEE ARCH. SEE ARCH. FOR LOCATION AND SIZE 4" 3" 3"CONCRETE STAIR TREADS, SEE ARCH. FOR LOCATION AND SIZE. (2) #4 LENGTHWISE, #4 BENT ANCHORS AS SHOWN, EMBED 3" IN EPOXY AT 16" O.C. SEE DETAIL A6/SE-512 FOR FRAMING EXISTING RISER MASONRY WALL BRICK VEENER 6X4X5/16" BRICK LEDGER. ANGLE WITH 3/4" THRU BOLTS AT 16" O.C. (MIN. 3 PER ANGLE) BREAK OUT FACE SHELL AND GROUT SOLID FOR 3 COURSES MIN. 2"SEE DETAIL A6/SE-512 FOR FRAMING EXISTING RISER C10X20 (2) 5/8"X5" SIMPSON TITEN HD BOLTS AT EACH RISER 0' - 2"0' - 2"600S162-33 JOISTS AT 24" O.C. 16 GAUGE TRACK WITH (2) 1/4"X1¼" TITEN STAINLESS STEEL MASONRY SCREWS AT 12" O.C. 600S162-33 STUD WALL AND 16 GA. TRACK, SEE ARCH. HSS10X4X3/16 BEAM, SEE PLAN 300S162-33 CEILING JOISTS AT 24" O.C., SEE ARCH. 18 GAUGE TRACK WITH #12-24 X 1" SELF DRILLING SCREWS AT 24" O.C. EXISTING MASONRY WALL 18 GAUGE TRACK WITH 1/4"X1¼" TITEN STAINLESS STEEL MASONRY SCREWS AT 12" O.C. STAGGERED. SEE ARCH. DRAWINGS FOR ADDED INORMATION REGARDING SHEATHING AND ADDITIONAL FRAMING REQ'D. BEAM, SEE PLAN. 3/8"X7"X9" SHEAR TAB WITH (3) 3/4"Ø BOLTS. 5/16 HSS3X0.250 COLUMN, WITH 1/2"X6"X9" BASE PLATE WITH (4) 5/8"Ø A325 BOLTS. WELD 1/4" INSERT IN TOP TO KEEP WATER OUT. STEEL BEAM, SEE PLAN 9X4X1/2" ANGLE, 11" LONG (4) 5/8"Ø THREADED RODS.(BOTTOM FLANGE OF TRUSS CHORD IS 1-1/16" THICK AND 12" TO 14" WIDE) 1/4 2 @ 6 2"THIS ANGLE ONLY BOTH ENDS2"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER 11/24/2020 8:44:32 AMSE-512 FRAMING DETAILSJOHN W. HART BUILDING PHASE 3 REMODELCONSTRUCTION DOCUMENTS BID SET - 10/16/2020REXBURG, IDProject Number NO SCALESE-512 A1 NO SCALESE-512 A2 NO SCALESE-512 B1 NO SCALESE-512 B2 NO SCALESE-512 A4 NO SCALESE-512 B4 NO SCALESE-512 B3 NO SCALESE-512 A6 NO SCALESE-512 A5 NO SCALESE-512 B5 NO SCALESE-512 C1 NO SCALESE-512 B6 NO SCALESE-512 C6 NO SCALESE-512 C2 3/4" = 1'-0"SE-512 C4 3/4" = 1'-0"SE-512 E4 NO SCALESE-512 D1 NO SCALESE-512 D6 NO SCALESE-512 D5 NO SCALESE-512 D2 1 10/30/20 20 Addendum 1 2 11/05/20 20 Addendum 2 NO SCALESE-512 C3 NO SCALESE-512 C5 NO SCALESE-512 D3 HANDRAIL DETAIL NO SCALESE-512 E1 NO SCALESE-512 E5 NO SCALESE-512 D4 `fo`rfq=_^i^k`b=s^isbppvj_li=ibdbkalrqpfab=^fo=a^jmbopobqrok=^fo=a^jmbopcfiqbo=pb`qflkp`llifkd=`lfipprmmiv=^fo=c^kp^fo=e^kaifkd=rkfqpeb^qfkd=`lfipm^`h^dba=^fo=e^kaifkd=rkfq=E^erFs^of^_ib=cobnrbk`v=aofsbpobqrok=J=obifbc=^fo=c^kobifbc=^fo=a^jmbop^focilt=jb^probjbkq=pq^qflk(E)CHWSCHWRHWRHWSFSRDFDDTSS.F.D.A.D.H.D.RISE24"x12"24"x18"HOT WATER SUPPLYCOLD WATERCHILLED WATER RETURNCHILLED WATER SUPPLYHOT WATER RETURNSOIL OR WASTEDOMESTIC HOT WATEREXISTINGLOW PRESSURE STEAMLOW PRESSURE CONDENSATEDOMESTIC HOT WATER RECIRCULATINGVENTEXHAUST GRILLECONCENTRIC REDUCERTHERMOMETERGAUGE WITH GAUGE COCKGAUGE COCKECCENTRIC REDUCERTHERMOMETER OR GAUGE WELLSAFETY OR RELIEF VALVESOLENOID VALVEGLOBE VALVEPIPE GUIDEPIPE ANCHORBLIND FLANGEPRESSURE/TEMPERATURE TEST PLUG (PETE'S PLUG)FLOW CONTROLLER OR BALANCE VALVEFLOOR DRAIN, FLOOR SINK OR ROOF DRAINPRESSURE REDUCING VALVE - (PRV)STEAM TRAPDIRT LEGDRAINSTRAINEROPPOSED BLADE DAMPERPARALLEL BLADE DAMPERBRANCH DUCT TAKE-OFFSPIN-IN FITTINGTHERMOSTATTEMPERATURE SENSORDROP IN PIPEVALVE IN RISEBALL VALVEGATE VALVECHECK VALVE2 WAY CONTROL VALVE3 WAY CONTROL VALVEBUTTERFLY VALVECONTROL VALVE (PLAN VIEW)RISE IN PIPEPLUG VALVECAPUNIONNEW CONNECTIONFLAT OVAL (CROSS SECTION)ROUND DUCT (CROSS SECTION)SUPPLY DUCT (CROSS SECTION)HAND DAMPERSUPPLY AIR DIRECTIONTURNING VANES IN DUCTACCESS DOOR FOR FIRE DAMPERACCOUSTICAL LINING IN DUCTDROP OR RISE IN SUPPLY DUCTSUPPLY DIFFUSERCOMBINATION SMOKE/FIRE DAMPERRISE OR DROP IN ROUND OVAL DUCTINSIDE CLEAR DIMENSION IN INCHESDUCT SIZE, INSIDE CLEAR DIMENSION IN INCHESRETURN AIR OR EXHAUST DUCT (CROSS SECTION)RETURN AIR OR EXHAUST DIRECTIONRETURN AIR GRILLEDUCT RISEDESCRIPTIONSYMBOLSELECTION BASED ON FLOWSETSEE SPECIFICATION SECTION 23052316 - 2510 - 156 - 91.5 - 2.53 - 51.5 - 2.5GPMRANGE.5 - 1.426 - 45CONNECTION55555555PRESSUREDROPAVERAGEIN FT1/2ASO50LAS100AS150AS125AS200ASO75LASO5OHASO75H11-1/41-1/223/43/41/2FLOWSETSIZESIZE (IN)-------REMARKS-SEE SPECIFICATION SECTION 237300AIR FLOWNOMINALCFMNOMINALFLOWAIR FLOWTOTALSEE SPECIFICATION SECTION 237300SYMBOLSYMBOLSYMBOLSYMBOLMAX FINSPER INCHTOTALPRE-FILTERHOLDINGFILTERFINAL FILTERTYPE TYPE FACE AREASQ. FT.ARRANGEMENTFRAMEENTERINGWATERDB/WB °F DB/WB °FTEMP °FCFMENTERINGAIRAIRLEAVINGAIRMBHTEMP °F MBHMIN.SENSIBLECOOLINGLEAVINGWATER COOLINGTOTALSYMBOLAPPROX.TYPEAPPROX.SYMBOLREMARKSSIZETYPESIZEMAX. AIRSQ. FT.GPMSECT. VEL.DROPIN WC.TOTALCOILPERMAX.FACEPRESS.PRESSUREROWSHxLDROP, FT.NOMINALCOIL FINSIZE EACHWATERMAX.MIN.MINIMUM OUTSIDEAIR CFMBHPPRESSURECFMIN. WCTOTALSTATICFANSQNTYOFRPMFANUNIT SIZE (LxWxH)AIR HANDLINGMAXIMUMMOTOR ELECTRICALHERTZVOLTSPHASE HPDUTYFANTOTAL AHU MAXIMUMOPERATING WEIGHT (LB)TYPEFANSIZE (IN.)WHEELDUTYREMARKSMODELREMARKSRUSKINREMARKSREMARKSEACHEATOTALBHPFPSVELOCITYWATERCLASSHPTOTALNOMINALFLOWSYMBOLMAX FINSPER INCHTOTALENTERINGWATERDB °F DB °FTEMP °FCFMENTERINGAIRAIRLEAVINGAIRMBHTEMP °FHEATINGCAPACITYLEAVINGWATERMAX. AIRSQ. FT.GPMSECT. VEL.DROPIN WC.TOTALCOILPERMAX.FACEPRESS.PRESSUREROWSHxLDROP, FT.NOMINALCOIL FINSIZE EACHWATERMAX.MIN.REMARKSFPSVELOCITYWATERMIN.SEE SPECIFICATION SECTION 237300SEE SPECIFICATION SECTION 237300SEE SPECIFICATION SECTION 237300SEE SPECIFICATION SECTION 237300MODELRUSKINREMARKSLOCATIONAIR FLOWTOTALCFMSYMBOLDUTYPHASEFAN MOTORVOLTS HERTZFAN MOTORSQUANTITY OFDRIVENHPOF VFDsVFDNUMBERSEE SPECIFICATION SECTION 237300REMARKSCOILSECTIONSCOILSECTIONSAHU-400AAHU-400B5000 22,000FIELDHOUSERACQUETBALL COURT ROOF25,00031'-9" x 10'-6" x 7'-6"SF-400A25,000AHU-500ONE VFD PER FAN23.5FAN WALL3.246 1973 208 60 3203.5 19.4221536CC-400A 78.0/62.0 56.0/54.5 45 49757 49755289.0460 0.67 35"x115"12.0 10 8 2.425,0001FS-400A60AHU-400A25,000VERTICAL/FLAT2" FARR 30/30 12" CARTRIDGE5000 22,000FIELDHOUSERACQUETBALL COURT ROOF25,00031'-9" x 10'-6" x 7'-6"SF-400B25,000AHU-600ONE VFD PER FAN23.5FAN WALL3.246 1973 208 60 3203.5 19.4221536CC-400B 78.0/62.0 56.0/54.5 45 49757 49755289.0460 0.67 35"x115"12.0 10 8 2.425,0001HC-400A25,00050.0 80.2722 38.5552 460 0.06 35"x115"7.8 1 8 3.921HC-400B25,00050.0 80.2722 38.5552 460 0.06 35"x115"7.8 1 8 3.92169"x71"OAD-400A PARALLEL CD-50 AHU-400A69"x71"OAD-400B PARALLEL CD-50 AHU-400BAHU-400AVFD-400AA208 60 3621 6AHU-400AVFD-400AB208 60 369 6TOTALFS-400B60AHU-400B25,000VERTICAL/FLAT2" FARR 30/30 12" CARTRIDGERAD-400A 54.5"x60" PARALLEL CD-50AHU-400ARAD-400B 54.5"x60" PARALLEL CD-50AHU-400BAIR FLOWTOTALSYMBOLBHPPRESSURECFMIN. WCTOTALSTATICFANSQNTYOFRPMFANMOTOR ELECTRICALHERTZVOLTSPHASE HPFANTYPEFANSIZE (IN.)WHEELDUTYREMARKSEACHEATOTALBHPCLASSHPTOTALSEE SPECIFICATION SECTION 237300RRF-400A25,000AHU-400AONE VFD PER FAN20.75FAN WALL0.946 1316 208 60 3201.5 5.659.0536RRF-400B25,000AHU-400BONE VFD PER FAN20.75FAN WALL0.946 1316 208 60 3201.5 5.659.0536SUPPLY FANSRETURN / RELIEF FANSAHU-400BVFD-400BA208 60 3621 6AHU-400BVFD-400BB208 60 369 6SUPPLY FANSRETURN / RELIEF FANSSYMBOLAPPROX.TYPESIZEREMARKSMODELRUSKINSEE SPECIFICATION SECTION 237300RED-400A 57"x71" PARALLEL CD-50AHU-400ARED-400B 57"x71" PARALLEL CD-50AHU-400B180 140180 14035% PROPYLENE GLYCOL35% PROPYLENE GLYCOL11SEE SPECIFICATION SECTION 237300135% PROPYLENE GLYCOLVELOCITYCELLFPMVELOCITYCELLFPM1 2 31 2 312UNIT WEIGHT DOES NOT INCLUDE CURB OR HOUSEKEEPING PAD.3EACH UNIT SHALL HAVE A SINGLE POWER CONNECTION4 5 64 5 64PROVIDE WITH FUSED DISCONNECTUNIT SIZE DOES NOT INCLUDE CURB HEIGHT, HOUSEKEEPING PAD,PIPE ENCLOSURE, CONTROL PANELS, ELECTRICAL GEAR, ETC.5ROOFTOP UNIT6PART OF ALTERNATE NO. 290"x74"DUCTWORK APPROX.SIZE INSIDE CLEARSEE SPECIFICATION 230516AFM-400ASYMBOLO.A. DUCTAHU-400ADUTY LOCATIONMODELGOLDPH124VOLT60HZELECTRICALEBTRONTO AHU-400A90"x74"AFM-400BO.A. DUCTAHU-400BGOLD 124 60TO AHU-400B2"1"0"654321654321EDCBADATEREVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:22:54 PMM-001MECHANICALSCHEDULES20054 dofiib=^ka=afccrpbo=p`ebaribSYMBOL FACE SIZE DESCRIPTION MANUFACTURER MODELREMARKSS-1 24"x24" CEILING DIFFUSER - LAY IN KRUEGER 1400-S-2 VARIES CEILING DIFFUSER - SURFACE KRUEGER SH-S-3 VARIES SIDEWALL KRUEGER DPL2-S-4 VARIES SIDEWALL KRUEGER 880-R-1 VARIES CEILING RETURN GRILLE KRUEGER 6490-R-2 VARIES SIDEWALL RETURN GRILLE KRUEGER S5480-R-3 VARIES CEILING RETURN GRILLE - SURFACE KRUEGER EG15-E-1 VARIES CEILING EXHAUST GRILLE - LAY IN KRUEGER EG15-E-2 VARIES CEILING EXHAUST GRILLE - SURFACE KRUEGER EG15-T-1 VARIES SIDEWALL TRANSFER GRILLE KRUEGER 6490-SEE SPECIFICATION SECTION 233713s^of^_ib=slirjb=^fo=_lubp=tfqe=obeb^q=Es^soF=pbib`qflk=`e^oqSYSTEM AIR PRESSURE COILSYMBOL TITUS CFM TITUS OPERATING DROP W/ 1 ROW DIMENSIONREMARKSSIZE RANGE MODEL STATIC IN. W.C. COIL IN. W.C. INCH.VAVR_ 6 0-349 DESV 0.75 0.30 12"x8"VAVR_ 8 350-599 DESV 0.75 0.30 12"x10"VAVR_ 9 600-749 DESV 0.75 0.30 14"x12"-1/2"VAVR_ 10 750-999 DESV 0.75 0.30 14"x12"-1/2"VAVR_ 12 1000-1349 DESV 0.75 0.30 16"x15"VAVR_ 14 1350-1899 DESV 0.75 0.30 20"x17"-1/2"VAVR_ 16 1900-2399 DESV 0.75 0.30 24"x18"VAVR_ 22 2400-4800 DESV 0.75 0.30 38"x18"s^of^_ib=slirjb=tfqe=obeb^q=Es^soFBALANCE MINIMUM MAX. HEATING COIL 35% PROPYLENE GLYCOLMIN.SYMBOL AIRFLOW AIRFLOW AIRFLOW HTG. CAPACITYGPMEWT MAX. PRESSURE TITUS INLET REMARKSCLG. CFM CFM HTG. CFM BTU/HR DEG F. DROP, FT. W.C. SIZE SIZE IN.VAVR-175 110 60 100 3,599 0.5 180 0.3 6 6VAVR-178 330 60 220 8,944 0.6 180 0.4 6 6 FOR ALTERNATE 1 AND/OR 2VAVR-179A 175 60 175 7,074 0.5 180 0.4 6 6VAVR-179B 110 60 100 3,781 0.5 180 0.3 6 6VAVR-179C 110 60 100 3,848 0.5 180 0.3 6 6VAVR-179D 145 60 125 5,061 0.5 180 0.4 6 6VAVR-181 700 135 440 17,821 1.3 180 0.4 9 9VAVR-189 1965 420 665 26,889 1.9 180 0.3 16 16VAVR-189A 345 60 345 13,963 1.0 180 1.8 6 6VAVR-205 230 60 230 11,057 0.8 180 1.8 6 6VAVR-207 995 165 995 40,249 2.9 180 1.3 10 10VAVR-207A 1495 320 1495 60,479 4.3 180 2.5 14 14VAVR-210A 1900 420 1,900 80,051 5.7 180 1.4 16 16VAVR-210B 1900 420 1,900 80,051 5.7 180 1.4 16 16VAVR-261 1830 320 1830 74,015 5.3 180 3.6 14 14VAVR-261A 780 165 780 31,511 2.2 180 0.8 10 10VAVR-301 560 105 495 19,979 1.4 180 1.0 8 8VAVR-303 550 105 545 22,002 1.6 180 1.0 8 8VAVR-D207 1000 235 1,000 44,273 3.1 180 1.9 12 12LOCATION208 60 3 BELTDUTYDRIVEFAN MOTORPHASEVOLTS HERTZMAXFANPRESSURETOTAL STATICBHPINCHES WCRPMAIR FLOWCFMSYMBOLEF-1HPNOM.COOKMODELbufpqfkd=bue^rpq=c^kp=EbcF0.5 1.9 650300 CPVFACULTY LOCKER / DANCE MAIN FAN ROOMVFD11NO.208 60 3 BELTEF-20.5 1.1 760245 CPVSTUDENT LOCKER ROOM MAIN FAN ROOM12208 60 3 BELTEF-40.75 1.1 700225 CPVWEST LOCKER ROOM MAIN FAN ROOM1410,0006,0005,00021.51.5aovbo=bue^rpq=c^k=EabcFLOCATION120 60 1 DIRECT-REMARKSDUTYDRIVEFAN MOTORPHASEVOLTS HERTZMAXFANPRESSURETOTAL STATICINCHES WCRPMAIR FLOWCFMSYMBOLDEF-1HPNOM.SEE SPECIFICATION SECTION 233423ENERVEXMODEL1.6 1,600EFV-315ECDRYER EXHAUST ROOF1,000 1/2SEE SPECIFICATION SECTION 233___120 60 1 DIRECT-DEF-21.6 1,600EFV-315ECDRYER EXHAUST ROOF1,000 1/2BALANCE TO 7600 CFMREMARKSBALANCE TO 2900 CFMBALANCE TO 5200 CFM2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:22:54 PMM-002MECHANICALSCHEDULES200541 10/30/20 ADD #1 111122223333444455556666777710101010111111111212121213131313141414141515151516161616171717171919191920202020212121212222222223232323242424242525252526262626272727272828282829292929AAAABBBBCCCCC1C1C1C1DDDDEEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLLMMMMMH101.2MH101.2MH101.2MH101.21111MH101.3MH101.3MH101.3MH101.311112"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:23:00 PMMD101LEVEL 1OVERALLMECHANICALDEMOLITIONPLAN20054SCALE:SCALE:SCALE:SCALE:MD101MD101MD101MD1011" = 20'1" = 20'1" = 20'1" = 20'----0"0"0"0"ibsbi=N=lsbo^ii=jb`e^kf`^i=abjlifqflk=mi^k1111000010101010202020202020202040404040 111122223333444455556666777710101010111111111212121213131313141414141515151516161616171717171919191920202020212121212222222223232323242424242525252526262626272727272828282829292929AAAABBBBCCCCC1C1C1C1DDDDEEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLLMMMMMD102.1MD102.1MD102.1MD102.11111MH102.4MH102.4MH102.4MH102.42222MH102.4MH102.4MH102.4MH102.41111MD102.2MD102.2MD102.2MD102.211112"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:23:10 PMMD102LEVEL 2OVERALLMECHANICALDEMOLITIONPLAN20054000010101010202020202020202040404040SCALE:SCALE:SCALE:SCALE:MD102MD102MD102MD1021" = 20'1" = 20'1" = 20'1" = 20'----0"0"0"0"ibsbi=O=lsbo^ii=jb`e^kf`^i=abjlifqflk=mi^k1111 A.B.C.D.E.F.G.H.FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING,DUCTWORK, EQUIPMENT, ETC.DEMOLITION FLOOR PLANS HAVE BEEN CREATED USINGAVAILABLE RECORD DRAWINGS. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING EXACT ROUTING OF ALLPIPING, DUCTWORK, ETC. DURING CONSTRUCTION.DEMOLITION OF EXISTING MECHANICAL AND PLUMBINGCONSTRUCTION SHALL BE TO THE EXTENT REQUIRED TOACCOMMODATE THE RENOVATION AND THE ADDITION OFNEW WORK.REFERENCE ARCHITECTURAL DEMOLITION DRAWINGS TOCOORDINATE AND VERIFY THE EXTENT OF THE DEMOLITIONWORK REQUIRED.ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BEPROTECTED THROUGHOUT THE CONSTRUCTION PERIOD.PROVIDE AND INSTALL CAPS ON EXISTING MAIN DUCTWORKAND / OR PIPING BRANCH BEING REMOVED. REFERENCEARCHITECTURAL FOR PATCHWORK.INDICATED DEMOLITION OF PIPING AND DUCTWORKINCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OFDUCTWORK, PIPING, FITTINGS, VALVES, HANGERS,SUPPORTS, INSULATION, ETC. UNLESS NOTED OTHERWISE.INDICATED DEMOLITION OF MECHANICAL EQUIPMENTINCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OFEQUIPMENT, PIPING, VALVES, INSULATION, SEISMICBRACING, CONTROLS, ELECTRICAL, ETC. UNLESS NOTEDOTHERWISE.FIELD VERIFY EXACT LOCATIONS OF THERMOSTATS, SENSORAND CONTROLLING UNITS.CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING ANDREPAIRING ANY DAMAGE CAUSED BY HIS / HER PERSONNELTO EXISTING THAT IS TO REMAIN OR TO NEWLY INSTALLEDBUILDING COMPONENTS.EXISTING PIPING INSULATION MAY CONTAIN ASBESTOS. THEOWNER IS RESPONSIBLE FOR THE REMOVAL AND HANDLINGOF ANY SUSPECT MATERIALS. IF DURING THE COARSE OFTHE WORK ANY SUSPECT MATERIALS ARE ENCOUNTERED BYTHE CONTRACTOR, THE CONTRACTOR IS TO IMMEDIATLEYSTOP WORK IN THE AREA AND NOTIFY THE OWNER.PATCH AND SEAL ALL ABANDONED OPENINGS THROUGHWALLS AND FLOORS. MATCH EXISTING SURROUNDINGFINISH.CONTRACTOR SHALL REPLACE ANY INSULATION THAT ISDAMAGED DURING CONSTRUCTION ON PIPE OR DUCTWORKTHAT IS TO REMAIN.PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK WITHELECTRICAL CONTRACTOR AND CONTROLS CONTRACTOR TOMAKE CERTAIN POWER AND CONTROLS ARE PROPERLYDISCONNECTED AND TERMINATED.I.J.K.L.M.N.CAP ANY PNEUMATIC CONTROL PIPING THAT IS MADEOBSOLETE BACK AT MAIN. DO NOT BEND OR CRIMPPIPE, PROVIDE CAP.O.212121212222222223232323242424242525252526262626272727272828282829292929C1C1C1C1DDDDEEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLL11112222333344445555666677778888999944444444222233331111555555555555111122221111111111111111111111111111111111115555555555555555333322223333222266666666dbkbo^i=klqbpabjlifqflk(APPLIES TO ALL(APPLIES TO ALL(APPLIES TO ALL(APPLIES TO ALLDEMO. DRAWINGS)DEMO. DRAWINGS)DEMO. DRAWINGS)DEMO. DRAWINGS)2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:23:15 PMMD102.1LEVEL 2AREA 2GMECHANICALDEMOLITIONPLAN20054ao^tfkd=klqbp00005555101010101010101020202020SCALE:SCALE:SCALE:SCALE:MD102.1MD102.1MD102.1MD102.11/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=Od=cfbia=elrpb=jb`e^kf`^iabjlifqflk=mi^k1111NOTE#DESCRIPTION1111 REMOVE EXISTING SUPPLY AIRREMOVE EXISTING SUPPLY AIRREMOVE EXISTING SUPPLY AIRREMOVE EXISTING SUPPLY AIRDUCTWORK AND DIFFUSERS.DUCTWORK AND DIFFUSERS.DUCTWORK AND DIFFUSERS.DUCTWORK AND DIFFUSERS.2222 REMOVE EXISTING AIR HANDLING UNITREMOVE EXISTING AIR HANDLING UNITREMOVE EXISTING AIR HANDLING UNITREMOVE EXISTING AIR HANDLING UNITCOMPLETE, INCLUDING ASSOCIATEDCOMPLETE, INCLUDING ASSOCIATEDCOMPLETE, INCLUDING ASSOCIATEDCOMPLETE, INCLUDING ASSOCIATEDPIPING VALVES STRAINERS,PIPING VALVES STRAINERS,PIPING VALVES STRAINERS,PIPING VALVES STRAINERS,CONTORLS, ETC.CONTORLS, ETC.CONTORLS, ETC.CONTORLS, ETC.3333 REMOVE EXISTING RETURN AIRREMOVE EXISTING RETURN AIRREMOVE EXISTING RETURN AIRREMOVE EXISTING RETURN AIRDUCTWORK. (DUCTWORK DROPSDUCTWORK. (DUCTWORK DROPSDUCTWORK. (DUCTWORK DROPSDUCTWORK. (DUCTWORK DROPSDOWN THE WALL APPROX. 20').DOWN THE WALL APPROX. 20').DOWN THE WALL APPROX. 20').DOWN THE WALL APPROX. 20').4444 REMOVE EXISTING DUCTWORK ASREMOVE EXISTING DUCTWORK ASREMOVE EXISTING DUCTWORK ASREMOVE EXISTING DUCTWORK ASSHOWN.SHOWN.SHOWN.SHOWN.5555 REMOVE EXISTING RELIEF AIRREMOVE EXISTING RELIEF AIRREMOVE EXISTING RELIEF AIRREMOVE EXISTING RELIEF AIRDUCTWORK, DAMPER AND FAN ON THEDUCTWORK, DAMPER AND FAN ON THEDUCTWORK, DAMPER AND FAN ON THEDUCTWORK, DAMPER AND FAN ON THEROOF. PATCH ROOF OPENING.ROOF. PATCH ROOF OPENING.ROOF. PATCH ROOF OPENING.ROOF. PATCH ROOF OPENING.6666 REMOVE EXISTING HWS/R PIPING.REMOVE EXISTING HWS/R PIPING.REMOVE EXISTING HWS/R PIPING.REMOVE EXISTING HWS/R PIPING.7777 REMOVE EXISTING 1-1/4" HWS/RREMOVE EXISTING 1-1/4" HWS/RREMOVE EXISTING 1-1/4" HWS/RREMOVE EXISTING 1-1/4" HWS/RPIPING DOWN WALL TO A POINTPIPING DOWN WALL TO A POINTPIPING DOWN WALL TO A POINTPIPING DOWN WALL TO A POINTWHERE NEW PIPING CAN CONNECT.WHERE NEW PIPING CAN CONNECT.WHERE NEW PIPING CAN CONNECT.WHERE NEW PIPING CAN CONNECT.8888 REMOVE EXISTING 4" HWS/R PIPINGREMOVE EXISTING 4" HWS/R PIPINGREMOVE EXISTING 4" HWS/R PIPINGREMOVE EXISTING 4" HWS/R PIPINGBACK TO WHERE NEW PIPING CANBACK TO WHERE NEW PIPING CANBACK TO WHERE NEW PIPING CANBACK TO WHERE NEW PIPING CANCONNECT.CONNECT.CONNECT.CONNECT.9999 EXISTING SECTION OF 4" HWS/R PIPINGEXISTING SECTION OF 4" HWS/R PIPINGEXISTING SECTION OF 4" HWS/R PIPINGEXISTING SECTION OF 4" HWS/R PIPINGTO REMAIN.TO REMAIN.TO REMAIN.TO REMAIN. 1111111112121212131313131414141415151515161616161717171719191919202020202121212122222222BBBBCCCCC1C1C1C1DDDDEEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLL11112222333333332"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:23:20 PMMD102.2LEVEL 2AREA 2AMECHANICALDEMOLITIONPLAN20054ao^tfkd=klqbp00005555101010101010101020202020NOTE#DESCRIPTION1111 CAP EXHAUST DUCT. SEAL AIR TIGHT.CAP EXHAUST DUCT. SEAL AIR TIGHT.CAP EXHAUST DUCT. SEAL AIR TIGHT.CAP EXHAUST DUCT. SEAL AIR TIGHT.2222 REMOVE EXISTING EXHAUSTREMOVE EXISTING EXHAUSTREMOVE EXISTING EXHAUSTREMOVE EXISTING EXHAUSTDUCTWORK AS SHOWN.DUCTWORK AS SHOWN.DUCTWORK AS SHOWN.DUCTWORK AS SHOWN.3333 REMOVE EXISTING SENSORREMOVE EXISTING SENSORREMOVE EXISTING SENSORREMOVE EXISTING SENSORPREPARATORY FOR NEW SENSOR INPREPARATORY FOR NEW SENSOR INPREPARATORY FOR NEW SENSOR INPREPARATORY FOR NEW SENSOR INSAME LOCATION.SAME LOCATION.SAME LOCATION.SAME LOCATION.SCALE:SCALE:SCALE:SCALE:MD102.2MD102.2MD102.2MD102.21/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=O^=j^fk=dvj=jb`e^kf`^iabjlifqflk=mi^k11111 10/30/20 ADD #1 13131313141414141515151516161616171717171919191920202020LLLLMMMM11112222333333332"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:23:23 PMMD102.3AREA 2BMECHANICALDEMOLITIONPLANS20054ao^tfkd=klqbpSCALE:SCALE:SCALE:SCALE:MD102.3MD102.3MD102.3MD102.31/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=O_=kloqe=e^ii=jb`e^kf`^iabjlifqflk=mi^k111100005555101010101010101020202020NOTE#DESCRIPTION1111 REMOVE EXHUAST DUCT UP THROUGH CEILINGREMOVE EXHUAST DUCT UP THROUGH CEILINGREMOVE EXHUAST DUCT UP THROUGH CEILINGREMOVE EXHUAST DUCT UP THROUGH CEILINGAND CAP, SEAL AIR TIGHT.AND CAP, SEAL AIR TIGHT.AND CAP, SEAL AIR TIGHT.AND CAP, SEAL AIR TIGHT.2222 REMOVE EXISTING RETURN AIR DUCT AS SHOWN.REMOVE EXISTING RETURN AIR DUCT AS SHOWN.REMOVE EXISTING RETURN AIR DUCT AS SHOWN.REMOVE EXISTING RETURN AIR DUCT AS SHOWN.REMOVE ONLY ENOUGH VERTICAL DUCT TOREMOVE ONLY ENOUGH VERTICAL DUCT TOREMOVE ONLY ENOUGH VERTICAL DUCT TOREMOVE ONLY ENOUGH VERTICAL DUCT TOALLOW FOR NEW CONNECTION.ALLOW FOR NEW CONNECTION.ALLOW FOR NEW CONNECTION.ALLOW FOR NEW CONNECTION.3333 REMOVE EXISTING RETURN AIR GRILLEREMOVE EXISTING RETURN AIR GRILLEREMOVE EXISTING RETURN AIR GRILLEREMOVE EXISTING RETURN AIR GRILLEPREPARATORY FOR NEW. FIELD VERIFY EXACTPREPARATORY FOR NEW. FIELD VERIFY EXACTPREPARATORY FOR NEW. FIELD VERIFY EXACTPREPARATORY FOR NEW. FIELD VERIFY EXACTSIZE.SIZE.SIZE.SIZE. 111122223333444455556666777710101010111111111212121213131313141414141515151516161616171717171919191920202020212121212222222223232323242424242525252526262626272727272828282829292929AAAABBBBCCCCC1C1C1C1DDDDEEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLLMMMMMH101.2MH101.2MH101.2MH101.22222MH101.3MH101.3MH101.3MH101.32222MH101.5MH101.5MH101.5MH101.53333MH101.5MH101.5MH101.5MH101.54444MH101.5MH101.5MH101.5MH101.51111MH101.5MH101.5MH101.5MH101.522222"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:23:29 PMMH101LEVEL 1OVERALLMECHANICALREMODELPLAN20054000010101010202020202020202040404040SCALE:SCALE:SCALE:SCALE:MH101MH101MH101MH1011" = 20'1" = 20'1" = 20'1" = 20'----0"0"0"0"ibsbi=N=lsbo^ii=jb`e^kf`^i=objlabi=mi^k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Ø6"Ø6"Ø6"Ø6"x10"+1"AL6"x10"+1"AL6"x10"+1"AL6"x10"+1"AL179A179A179A179AVAVRVAVRVAVRVAVR10"Ø10"Ø10"Ø10"Ø6"Ø6"Ø6"Ø6"Ø8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL179B179B179B179BVAVRVAVRVAVRVAVR8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.77776"Ø6"Ø6"Ø6"Ø8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL179C179C179C179CVAVRVAVRVAVRVAVR8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.77776"Ø6"Ø6"Ø6"Ø8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"AL179D179D179D179DVAVRVAVRVAVRVAVR8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.13131313131313131313131313131313H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø1313131377778"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø12"Ø12"Ø12"Ø12"Ø14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL181181181181VAVRVAVRVAVRVAVR10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D.333310"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D.333310"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D.333310"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.4444H.D.H.D.H.D.H.D.12"Ø12"Ø12"Ø12"Ø10"x10"10"x10"10"x10"10"x10"H.D.H.D.H.D.H.D.111112"x10"12"x10"12"x10"12"x10"H.D.H.D.H.D.H.D.10"x10"10"x10"10"x10"10"x10"10"x8"10"x8"10"x8"10"x8"H.D.H.D.H.D.H.D.111110"x10"10"x10"10"x10"10"x10"222210"x10"10"x10"10"x10"10"x10"111112"Ø12"Ø12"Ø12"Ø10"x10"10"x10"10"x10"10"x10"10"x8"10"x8"10"x8"10"x8"10"x8"10"x8"10"x8"10"x8"H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.222210"x8"10"x8"10"x8"10"x8"H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.10"x8"10"x8"10"x8"10"x8"H.D.H.D.H.D.H.D.222222"x12"22"x12"22"x12"22"x12"H.D.H.D.H.D.H.D.189A189A189A189AVAVRVAVRVAVRVAVR6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL6"x8"+1"AL8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.14"Ø14"Ø14"Ø14"Ø189189189189VAVRVAVRVAVRVAVR6"Ø6"Ø6"Ø6"Ø18"x16"+1"AL18"x16"+1"AL18"x16"+1"AL18"x16"+1"AL18"Ø18"Ø18"Ø18"Ø14"Ø14"Ø14"Ø14"Ø14"Ø14"Ø14"Ø14"Ø141414142424242414"Ø14"Ø14"Ø14"Ø1414141410"Ø10"Ø10"Ø10"Ø205205205205VAVRVAVRVAVRVAVRD207D207D207D207VAVRVAVRVAVRVAVR14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL14"x12"+1"AL8"x7"+1"AL8"x7"+1"AL8"x7"+1"AL8"x7"+1"AL10"Ø10"Ø10"Ø10"Ø17171717H.D.H.D.H.D.H.D.ADADADADPART OF ADD. ALT. #1PART OF ADD. ALT. #1PART OF ADD. ALT. #1PART OF ADD. ALT. #1SEE DRAWING MH101.5SEE DRAWING MH101.5SEE DRAWING MH101.5SEE DRAWING MH101.510"Ø10"Ø10"Ø10"Ø1818181819191919SSSS111111111111111111111111S19191919SS12"Ø12"Ø12"Ø12"Ø14"Ø14"Ø14"Ø14"Ø177STOR.ACTIVITY176CUSTODIAN175OFFICECUSTODIAN180RMLAUNDRY179AASSEMBLESORT &179BOFFICECTRWELLNESS179COFFICEWELLNESS CTR179DOFFICECTRWELLNESS181WOMEN'S183MEN'S189ASTOR.ACTIVITY189BMECH.189RM.SPINNING11111111191919198"Ø8"Ø8"Ø8"Ø10"Ø10"Ø10"Ø10"Ø181818181717171717171717ADADADADADADADADADADADAD8"Ø8"Ø8"Ø8"Ø131313133/4"3/4"3/4"3/4"8"Ø8"Ø8"Ø8"Ø131313133/4"3/4"3/4"3/4"22222222PART OF ADD. ALT. #2PART OF ADD. ALT. #2PART OF ADD. ALT. #2PART OF ADD. ALT. #2SEE DRAWING MH101.5SEE DRAWING MH101.5SEE DRAWING MH101.5SEE DRAWING MH101.566666"Ø6"Ø6"Ø6"Ø175175175175VAVRVAVRVAVRVAVRH.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø77778"x8"+1"AL8"x8"+1"AL8"x8"+1"AL8"x8"+1"ALS111111112929292929292929dbkbo^i=klqbpA.A.A.A.HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE 3/4" UNLESS OTHERWISE NOTED.3/4" UNLESS OTHERWISE NOTED.3/4" UNLESS OTHERWISE NOTED.3/4" UNLESS OTHERWISE NOTED.2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:24:10 PMMH101.2LEVEL 1MECHANICALPLANS20054ao^tfkd=klqbp00005555101010101010101020202020NOTE#DIFFUSERCALLOUT DESCRIPTION1111 E-2E-2E-2E-2 250 CFM, 10"x10" EXHAUST AIR250 CFM, 10"x10" EXHAUST AIR250 CFM, 10"x10" EXHAUST AIR250 CFM, 10"x10" EXHAUST AIRGRILLEGRILLEGRILLEGRILLE2222 E-2E-2E-2E-2 260 CFM, 10"x10" EXHAUST AIR260 CFM, 10"x10" EXHAUST AIR260 CFM, 10"x10" EXHAUST AIR260 CFM, 10"x10" EXHAUST AIRGRILLEGRILLEGRILLEGRILLE3333 S-2S-2S-2S-2 250 CFM, 10"Ø NK, S.A. DIFFUSER250 CFM, 10"Ø NK, S.A. DIFFUSER250 CFM, 10"Ø NK, S.A. DIFFUSER250 CFM, 10"Ø NK, S.A. DIFFUSER4444 S-2S-2S-2S-2 350 CFM, 12"Ø NK, S.A. DIFFUSER350 CFM, 12"Ø NK, S.A. DIFFUSER350 CFM, 12"Ø NK, S.A. DIFFUSER350 CFM, 12"Ø NK, S.A. DIFFUSER6666 S-1S-1S-1S-1 130 CFM, 10"Ø NK, S.A. DIFFUSER130 CFM, 10"Ø NK, S.A. DIFFUSER130 CFM, 10"Ø NK, S.A. DIFFUSER130 CFM, 10"Ø NK, S.A. DIFFUSER7777 S-1S-1S-1S-1 110 CFM, 8"Ø NK, S.A. DIFFUSER110 CFM, 8"Ø NK, S.A. DIFFUSER110 CFM, 8"Ø NK, S.A. DIFFUSER110 CFM, 8"Ø NK, S.A. DIFFUSER8888 S-2S-2S-2S-2 100 CFM, 8"Ø NK, S.A. DIFFUSER100 CFM, 8"Ø NK, S.A. DIFFUSER100 CFM, 8"Ø NK, S.A. DIFFUSER100 CFM, 8"Ø NK, S.A. DIFFUSER9999 S-1S-1S-1S-1 135 CFM, 8"Ø NK, S.A. DIFFUSER135 CFM, 8"Ø NK, S.A. DIFFUSER135 CFM, 8"Ø NK, S.A. DIFFUSER135 CFM, 8"Ø NK, S.A. DIFFUSER10101010 BALANCE EXISTING EXHAUST GRILLEBALANCE EXISTING EXHAUST GRILLEBALANCE EXISTING EXHAUST GRILLEBALANCE EXISTING EXHAUST GRILLETO 135 CFM.TO 135 CFM.TO 135 CFM.TO 135 CFM.11111111 12"x14"+1"AL TRANSFER AIR OPENING12"x14"+1"AL TRANSFER AIR OPENING12"x14"+1"AL TRANSFER AIR OPENING12"x14"+1"AL TRANSFER AIR OPENINGIN WALL ABOVE CEILING W/ SOUNDIN WALL ABOVE CEILING W/ SOUNDIN WALL ABOVE CEILING W/ SOUNDIN WALL ABOVE CEILING W/ SOUNDBOOT.BOOT.BOOT.BOOT.12121212 E-1E-1E-1E-1 1000 CFM, 22"x22" EXHAUST AIR1000 CFM, 22"x22" EXHAUST AIR1000 CFM, 22"x22" EXHAUST AIR1000 CFM, 22"x22" EXHAUST AIRGRILLEGRILLEGRILLEGRILLE13131313 R-1R-1R-1R-1 22"x10" NK, R.A. GRILLE W/ SOUND22"x10" NK, R.A. GRILLE W/ SOUND22"x10" NK, R.A. GRILLE W/ SOUND22"x10" NK, R.A. GRILLE W/ SOUNDBOOTBOOTBOOTBOOT14141414 S-4S-4S-4S-4 370 CFM, 12"x10" NK, S.A. DIFFUSER370 CFM, 12"x10" NK, S.A. DIFFUSER370 CFM, 12"x10" NK, S.A. DIFFUSER370 CFM, 12"x10" NK, S.A. DIFFUSER15151515 EXISTING DUCTWORK TO REMAIN.EXISTING DUCTWORK TO REMAIN.EXISTING DUCTWORK TO REMAIN.EXISTING DUCTWORK TO REMAIN.16161616 CAP EXISTING EXHAUST DUCT INCAP EXISTING EXHAUST DUCT INCAP EXISTING EXHAUST DUCT INCAP EXISTING EXHAUST DUCT INCEILING.CEILING.CEILING.CEILING.17171717 PROVIDE ACCESS DOORS ASPROVIDE ACCESS DOORS ASPROVIDE ACCESS DOORS ASPROVIDE ACCESS DOORS ASREQUIRED BY CODE FOR THE DRYERREQUIRED BY CODE FOR THE DRYERREQUIRED BY CODE FOR THE DRYERREQUIRED BY CODE FOR THE DRYEREXHAUST DUCT.EXHAUST DUCT.EXHAUST DUCT.EXHAUST DUCT.18181818 RISE 10"Ø DRYER EXHAUST DUCT UP.RISE 10"Ø DRYER EXHAUST DUCT UP.RISE 10"Ø DRYER EXHAUST DUCT UP.RISE 10"Ø DRYER EXHAUST DUCT UP.SEE SHEET MH102.1 FORSEE SHEET MH102.1 FORSEE SHEET MH102.1 FORSEE SHEET MH102.1 FORCONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.19191919 R-1R-1R-1R-1 24"x24" FACE R.A. GRILLE W/ SOUND24"x24" FACE R.A. GRILLE W/ SOUND24"x24" FACE R.A. GRILLE W/ SOUND24"x24" FACE R.A. GRILLE W/ SOUNDBOOTBOOTBOOTBOOT20202020 REMOVE PORTION OF HEATING WATERREMOVE PORTION OF HEATING WATERREMOVE PORTION OF HEATING WATERREMOVE PORTION OF HEATING WATERPIPING AS REQUIRED FOR NEW FLOORPIPING AS REQUIRED FOR NEW FLOORPIPING AS REQUIRED FOR NEW FLOORPIPING AS REQUIRED FOR NEW FLOORINSTALLATION ABOVE. TEMPORARILYINSTALLATION ABOVE. TEMPORARILYINSTALLATION ABOVE. TEMPORARILYINSTALLATION ABOVE. TEMPORARILYCAP RUNOUTS.CAP RUNOUTS.CAP RUNOUTS.CAP RUNOUTS.21212121 REMOVE EXISTING PIPING RUNOUT TOREMOVE EXISTING PIPING RUNOUT TOREMOVE EXISTING PIPING RUNOUT TOREMOVE EXISTING PIPING RUNOUT TOEXISTING VAVR BOX, INCLUDINGEXISTING VAVR BOX, INCLUDINGEXISTING VAVR BOX, INCLUDINGEXISTING VAVR BOX, INCLUDINGSUPPLY AND RETURN PIPING,SUPPLY AND RETURN PIPING,SUPPLY AND RETURN PIPING,SUPPLY AND RETURN PIPING,CONTROL VALVE, STRAINER, BALANCECONTROL VALVE, STRAINER, BALANCECONTROL VALVE, STRAINER, BALANCECONTROL VALVE, STRAINER, BALANCEVALVE, ETC.VALVE, ETC.VALVE, ETC.VALVE, ETC.22222222 DRYER EXHAUST CONTROL PANELDRYER EXHAUST CONTROL PANELDRYER EXHAUST CONTROL PANELDRYER EXHAUST CONTROL PANEL24242424 S-4S-4S-4S-4 150 CFM, 10"x8" NK, S.A. DIFFUSER150 CFM, 10"x8" NK, S.A. DIFFUSER150 CFM, 10"x8" NK, S.A. DIFFUSER150 CFM, 10"x8" NK, S.A. DIFFUSER25252525 RELOCATE EXISTING SENSOR FORRELOCATE EXISTING SENSOR FORRELOCATE EXISTING SENSOR FORRELOCATE EXISTING SENSOR FORTHIS VAV BOX TO EQUIPMENT ROOMTHIS VAV BOX TO EQUIPMENT ROOMTHIS VAV BOX TO EQUIPMENT ROOMTHIS VAV BOX TO EQUIPMENT ROOM178 AS PART OF BASE BID.178 AS PART OF BASE BID.178 AS PART OF BASE BID.178 AS PART OF BASE BID.26262626 CAP DUCT AND SEAL AIR TIGHT.CAP DUCT AND SEAL AIR TIGHT.CAP DUCT AND SEAL AIR TIGHT.CAP DUCT AND SEAL AIR TIGHT.27272727 REMOVE SECTION OF DUCTWORK ANDREMOVE SECTION OF DUCTWORK ANDREMOVE SECTION OF DUCTWORK ANDREMOVE SECTION OF DUCTWORK ANDASSOCIATED GRILLES AND DIFFUSERSASSOCIATED GRILLES AND DIFFUSERSASSOCIATED GRILLES AND DIFFUSERSASSOCIATED GRILLES AND DIFFUSERSAS SHOWN.AS SHOWN.AS SHOWN.AS SHOWN.28282828 REMOVE VAVR BOX.REMOVE VAVR BOX.REMOVE VAVR BOX.REMOVE VAVR BOX.29292929 SEE SHEET MH101.4 FORSEE SHEET MH101.4 FORSEE SHEET MH101.4 FORSEE SHEET MH101.4 FORCONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.SCALE:SCALE:SCALE:SCALE:MH101.2MH101.2MH101.2MH101.21/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"ibsbi=N=jb`e^kf`^i=abjlifqflkmi^k1111SCALE:SCALE:SCALE:SCALE:MH101.2MH101.2MH101.2MH101.21/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"ibsbi=N=jb`e^kf`^i=objlabi=mi^k2222000055551010101010101010202020201 10/30/20 ADD #1 1111111112121212131313131414141415151515BBBBCCCCC1C1C1C1DDDD22221111111112121212131313131414141415151515BBBBCCCCC1C1C1C1DDDD16"Ø16"Ø16"Ø16"Ø16"Ø16"Ø16"Ø16"Ø20"x18"+1"AL20"x18"+1"AL20"x18"+1"AL20"x18"+1"AL20"x18"+1"AL20"x18"+1"AL20"x18"+1"AL20"x18"+1"AL22"x24"+1"AL22"x24"+1"AL22"x24"+1"AL22"x24"+1"AL210A210A210A210AVAVRVAVRVAVRVAVR210B210B210B210BVAVRVAVRVAVRVAVR16"Ø16"Ø16"Ø16"Ø12"Ø12"Ø12"Ø12"Ø301301301301VAVRVAVRVAVRVAVR303303303303VAVRVAVRVAVRVAVR(BELOW)(BELOW)(BELOW)(BELOW)14"x11"+1"AL14"x11"+1"AL14"x11"+1"AL14"x11"+1"AL14"x11"14"x11"14"x11"14"x11"+1"AL (BELOW)+1"AL (BELOW)+1"AL (BELOW)+1"AL (BELOW)12"Ø12"Ø12"Ø12"Ø(BELOW)(BELOW)(BELOW)(BELOW)RAISE DUCT UPRAISE DUCT UPRAISE DUCT UPRAISE DUCT UPAND CONNECTAND CONNECTAND CONNECTAND CONNECT11111111----1/4"1/4"1/4"1/4"3/4"3/4"3/4"3/4"1"1"1"1"1"1"1"1"1111----1/4"1/4"1/4"1/4"2"2"2"2"SEE SHEET MH102.2SEE SHEET MH102.2SEE SHEET MH102.2SEE SHEET MH102.2FOR CONTINUATIONFOR CONTINUATIONFOR CONTINUATIONFOR CONTINUATIONSEE SHEET MH101.4SEE SHEET MH101.4SEE SHEET MH101.4SEE SHEET MH101.4FOR CONTINUATIONFOR CONTINUATIONFOR CONTINUATIONFOR CONTINUATIONdbkbo^i=klqbpA.A.A.A.HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE 3/4" UNLESS OTHERWISE NOTED.3/4" UNLESS OTHERWISE NOTED.3/4" UNLESS OTHERWISE NOTED.3/4" UNLESS OTHERWISE NOTED.2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:24:14 PMMH101.3LEVEL 1MECHANICALPLANS20054ao^tfkd=klqbp00005555101010101010101020202020SCALE:SCALE:SCALE:SCALE:MH101.3MH101.3MH101.3MH101.31/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"qrkkbi=jb`e^kf`^i=abjlifqflkmi^k1111SCALE:SCALE:SCALE:SCALE:MH101.3MH101.3MH101.3MH101.31/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"qrkkbi=jb`e^kf`^i=objlabi=mi^k222200005555101010101010101020202020NOTE#DESCRIPTION1111 CONTRACTOR TO DETERMINE ACTUAL LOCATIONCONTRACTOR TO DETERMINE ACTUAL LOCATIONCONTRACTOR TO DETERMINE ACTUAL LOCATIONCONTRACTOR TO DETERMINE ACTUAL LOCATIONOF UNDERGROUND DUCT. SAW CUT FLOOR ANDOF UNDERGROUND DUCT. SAW CUT FLOOR ANDOF UNDERGROUND DUCT. SAW CUT FLOOR ANDOF UNDERGROUND DUCT. SAW CUT FLOOR ANDCONNECT AND RAISE A 8"x6"+1"AL DUCT UP. SEECONNECT AND RAISE A 8"x6"+1"AL DUCT UP. SEECONNECT AND RAISE A 8"x6"+1"AL DUCT UP. SEECONNECT AND RAISE A 8"x6"+1"AL DUCT UP. SEESHEET MH101.4 FOR CONTINUATION.SHEET MH101.4 FOR CONTINUATION.SHEET MH101.4 FOR CONTINUATION.SHEET MH101.4 FOR CONTINUATION.2222 REMOVE PORTION OF HEATING WATER PIPING ASREMOVE PORTION OF HEATING WATER PIPING ASREMOVE PORTION OF HEATING WATER PIPING ASREMOVE PORTION OF HEATING WATER PIPING ASREQUIRED FOR NEW FLOOR INSTALLATION ABOVE.REQUIRED FOR NEW FLOOR INSTALLATION ABOVE.REQUIRED FOR NEW FLOOR INSTALLATION ABOVE.REQUIRED FOR NEW FLOOR INSTALLATION ABOVE.TEMPORARILY CAP RUNOUTS.TEMPORARILY CAP RUNOUTS.TEMPORARILY CAP RUNOUTS.TEMPORARILY CAP RUNOUTS.1 10/30/20 ADD #1 131313131414141415151515161616161717171719191919202020202121212122222222AAAABBBBCCCCC1C1C1C16666777788888888888866666666999910101010131313131414141415151515161616161717171719191919202020202121212122222222AAAABBBBCCCCC1C1C1C111112222333310"x10" EXH.10"x10" EXH.10"x10" EXH.10"x10" EXH.10"x10" EXH.10"x10" EXH.10"x10" EXH.10"x10" EXH.33332-BHW.212RR211STOR.210PLATFORM8"x6" S.A.8"x6" S.A.8"x6" S.A.8"x6" S.A.DUCT BELOWDUCT BELOWDUCT BELOWDUCT BELOWR.R. FLOORR.R. FLOORR.R. FLOORR.R. FLOOR44445555SSS5555TO VAVRTO VAVRTO VAVRTO VAVR----210A210A210A210A& VAVR& VAVR& VAVR& VAVR----210B210B210B210BTO VAVRTO VAVRTO VAVRTO VAVR----205205205205TO VAVRTO VAVRTO VAVRTO VAVR----D207D207D207D2071212121211111111(TYP. OF 11)(TYP. OF 11)(TYP. OF 11)(TYP. OF 11)2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:24:18 PMMH101.4MAINLEVELMECHANICALPLANS20054ao^tfkd=klqbp00005555101010101010101020202020NOTE#DIFFUSERCALLOUTDESCRIPTION1111 E-3E-3E-3E-3 150 CFM, 10"x10" NK, EXHAUST AIR150 CFM, 10"x10" NK, EXHAUST AIR150 CFM, 10"x10" NK, EXHAUST AIR150 CFM, 10"x10" NK, EXHAUST AIRGRILLE.GRILLE.GRILLE.GRILLE.2222 S-3S-3S-3S-3 100 CFM, 8"x6" NK, S.A. DIFFUSER,100 CFM, 8"x6" NK, S.A. DIFFUSER,100 CFM, 8"x6" NK, S.A. DIFFUSER,100 CFM, 8"x6" NK, S.A. DIFFUSER,RAISE 8"x6" DUCT UP THROUGH WALLRAISE 8"x6" DUCT UP THROUGH WALLRAISE 8"x6" DUCT UP THROUGH WALLRAISE 8"x6" DUCT UP THROUGH WALLWITH SIDEWALL DIFFUSER HIGH ONWITH SIDEWALL DIFFUSER HIGH ONWITH SIDEWALL DIFFUSER HIGH ONWITH SIDEWALL DIFFUSER HIGH ONWALL.WALL.WALL.WALL.3333 E-1E-1E-1E-1 175 CFM, 10"x10" NK, EXHAUST AIR175 CFM, 10"x10" NK, EXHAUST AIR175 CFM, 10"x10" NK, EXHAUST AIR175 CFM, 10"x10" NK, EXHAUST AIRGRILLE.GRILLE.GRILLE.GRILLE.4444 REPLACE EXISTING SENSOR WITH NEWREPLACE EXISTING SENSOR WITH NEWREPLACE EXISTING SENSOR WITH NEWREPLACE EXISTING SENSOR WITH NEWAND CONNECT TO ASSOCIATED VAVR.AND CONNECT TO ASSOCIATED VAVR.AND CONNECT TO ASSOCIATED VAVR.AND CONNECT TO ASSOCIATED VAVR.SEE SHEET MH101.3 FORSEE SHEET MH101.3 FORSEE SHEET MH101.3 FORSEE SHEET MH101.3 FORCONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.5555 REPLACE EXISTING SENSOR WITH NEWREPLACE EXISTING SENSOR WITH NEWREPLACE EXISTING SENSOR WITH NEWREPLACE EXISTING SENSOR WITH NEWAND CONNECT TO ASSOCIATED VAVR.AND CONNECT TO ASSOCIATED VAVR.AND CONNECT TO ASSOCIATED VAVR.AND CONNECT TO ASSOCIATED VAVR.SEE SHEET MH101.2 FORSEE SHEET MH101.2 FORSEE SHEET MH101.2 FORSEE SHEET MH101.2 FORCONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.6666 REMOVE SECTION OF DUCT ASREMOVE SECTION OF DUCT ASREMOVE SECTION OF DUCT ASREMOVE SECTION OF DUCT ASSHOWN, INCLUDING GRILLES.SHOWN, INCLUDING GRILLES.SHOWN, INCLUDING GRILLES.SHOWN, INCLUDING GRILLES.7777 CAP DUCT AND SEAL AIR TIGHT.CAP DUCT AND SEAL AIR TIGHT.CAP DUCT AND SEAL AIR TIGHT.CAP DUCT AND SEAL AIR TIGHT.8888 REMOVE EXISTING SENSORREMOVE EXISTING SENSORREMOVE EXISTING SENSORREMOVE EXISTING SENSORPREPARATORY FOR NEW SENSOR INPREPARATORY FOR NEW SENSOR INPREPARATORY FOR NEW SENSOR INPREPARATORY FOR NEW SENSOR INSAME LOCATION.SAME LOCATION.SAME LOCATION.SAME LOCATION.9999 REMOVE EXISTING R.A. GRILLES.REMOVE EXISTING R.A. GRILLES.REMOVE EXISTING R.A. GRILLES.REMOVE EXISTING R.A. GRILLES.10101010 REMOVE EXISTING S.A. DIFFUSER ANDREMOVE EXISTING S.A. DIFFUSER ANDREMOVE EXISTING S.A. DIFFUSER ANDREMOVE EXISTING S.A. DIFFUSER ANDASSOCIATED DUCT AS SHOWNASSOCIATED DUCT AS SHOWNASSOCIATED DUCT AS SHOWNASSOCIATED DUCT AS SHOWN11111111 R-1R-1R-1R-1 24"x24" R.A. GRILLE24"x24" R.A. GRILLE24"x24" R.A. GRILLE24"x24" R.A. GRILLE12121212 S-4S-4S-4S-4 1000 CFM, 36"x18" NK, S.A.1000 CFM, 36"x18" NK, S.A.1000 CFM, 36"x18" NK, S.A.1000 CFM, 36"x18" NK, S.A.DIFFUSER. S.A. DIFFUSER TO BEDIFFUSER. S.A. DIFFUSER TO BEDIFFUSER. S.A. DIFFUSER TO BEDIFFUSER. S.A. DIFFUSER TO BELOCATED 4" LOWER THAN THE OLDLOCATED 4" LOWER THAN THE OLDLOCATED 4" LOWER THAN THE OLDLOCATED 4" LOWER THAN THE OLDS.A. DIFFUSERS.A. DIFFUSERS.A. DIFFUSERS.A. DIFFUSERSCALE:SCALE:SCALE:SCALE:MH101.4MH101.4MH101.4MH101.41/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"j^fk=ibsbi=jb`e^kf`^i=abjlifqflkmi^k1111SCALE:SCALE:SCALE:SCALE:MH101.4MH101.4MH101.4MH101.41/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"j^fk=ibsbi=jb`e^kf`^i=objlabimi^k2222000055551010101010101010202020201 10/30/20 ADD #12 11/05/20 ADD #2 17171717JJJJJ1J1J1J1KKKK176CUSTODIAN178EQUIP. RM175OFFICECUSTODIAN6"Ø6"Ø6"Ø6"Ø10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL178178178178VAVRVAVRVAVRVAVR8"Ø8"Ø8"Ø8"Ø555588886666S1010101017171717J1J1J1J1KKKKH.D.H.D.H.D.H.D.176CUSTODIAN178EQUIP. RM175OFFICECUSTODIAN7777888899998"Ø8"Ø8"Ø8"Ø10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL10"x8"+1"AL178178178178VAVRVAVRVAVRVAVR6"Ø6"Ø6"Ø6"ØS101010101111BBBB207DSTORAGESTEAM UNITSTEAM UNITSTEAM UNITSTEAM UNITEEEE261ESTORAGESTEAM UNITSTEAM UNITSTEAM UNITSTEAM UNIT17171717JJJJJ1J1J1J1KKKK11112222222211111111222217171717J1J1J1J1KKKKH.D.H.D.H.D.H.D.S11112222222211111111444433332"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:24:26 PMMH101.5MECHANICALREMODELPLANS -ADD.ALTERNATES20054SCALE:SCALE:SCALE:SCALE:MH101.5MH101.5MH101.5MH101.51/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"m^oqf^i=ibsbi=N=jb`e^kf`^i=objlabimi^k=J^iqbok^qb=@N3333SCALE:SCALE:SCALE:SCALE:MH101.5MH101.5MH101.5MH101.51/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"m^oqf^i=ibsbi=N=jb`e^kf`^i=objlabimi^k=J^iqbok^qb=@O4444SCALE:SCALE:SCALE:SCALE:MH101.5MH101.5MH101.5MH101.51/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"m^oqf^i=^ob^=O`=jbkp=bjmilvbbpil`hbo=jb`e^kf`^i=objlabi=mi^k=J^iqbok^qb=@P5555SCALE:SCALE:SCALE:SCALE:MH101.5MH101.5MH101.5MH101.51/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"m^oqf^i=^ob^=O`=pqrabkq=il`hbopjb`e^kf`^i=objlabi=mi^k=J^iqbok^qb=@P666600002.52.52.52.5555555551010101000002.52.52.52.5555555551010101000002.52.52.52.5555555551010101000002.52.52.52.55555555510101010SCALE:SCALE:SCALE:SCALE:MH101.5MH101.5MH101.5MH101.51/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"m^oqf^i=ibsbi=N=jb`e^kf`^iabjlifqflk=mi^k=J^iqbok^qb=@N1111ao^tfkd=klqbpSCALE:SCALE:SCALE:SCALE:MH101.5MH101.5MH101.5MH101.51/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"m^oqf^i=ibsbi=N=jb`e^kf`^iabjlifqflk=mi^k=J^iqbok^qb=@O222200002.52.52.52.5555555551010101000002.52.52.52.55555555510101010NOTE#DIFFUSERCALLOUTDESCRIPTION1111 CAP EXISTING DUCT AND SEAL AIRCAP EXISTING DUCT AND SEAL AIRCAP EXISTING DUCT AND SEAL AIRCAP EXISTING DUCT AND SEAL AIRTIGHT.TIGHT.TIGHT.TIGHT.2222 REMOVE SECTION OF EXISTING DUCTREMOVE SECTION OF EXISTING DUCTREMOVE SECTION OF EXISTING DUCTREMOVE SECTION OF EXISTING DUCTAND ASSOCIATED GRILLES ASAND ASSOCIATED GRILLES ASAND ASSOCIATED GRILLES ASAND ASSOCIATED GRILLES ASSHOWN.SHOWN.SHOWN.SHOWN.3333 REMOVE EXISTING EXHAUST DUCTREMOVE EXISTING EXHAUST DUCTREMOVE EXISTING EXHAUST DUCTREMOVE EXISTING EXHAUST DUCTDROP AND CAP.DROP AND CAP.DROP AND CAP.DROP AND CAP.4444 REMOVE EXISTING VAV BOX ANDREMOVE EXISTING VAV BOX ANDREMOVE EXISTING VAV BOX ANDREMOVE EXISTING VAV BOX ANDASSOCIATED DUCT WORK AND PIPING.ASSOCIATED DUCT WORK AND PIPING.ASSOCIATED DUCT WORK AND PIPING.ASSOCIATED DUCT WORK AND PIPING.CAP PIPING AT MAIN.CAP PIPING AT MAIN.CAP PIPING AT MAIN.CAP PIPING AT MAIN.5555 S-1S-1S-1S-1 180 CFM, 8"Ø NK, S.A. DIFFUSER180 CFM, 8"Ø NK, S.A. DIFFUSER180 CFM, 8"Ø NK, S.A. DIFFUSER180 CFM, 8"Ø NK, S.A. DIFFUSER6666 E-1E-1E-1E-1 200 CFM, 10"x10" NK, EXHAUST AIR200 CFM, 10"x10" NK, EXHAUST AIR200 CFM, 10"x10" NK, EXHAUST AIR200 CFM, 10"x10" NK, EXHAUST AIRGRILLEGRILLEGRILLEGRILLE7777 S-1S-1S-1S-1 150 CFM, 8"Ø NK, S.A. DIFFUSER150 CFM, 8"Ø NK, S.A. DIFFUSER150 CFM, 8"Ø NK, S.A. DIFFUSER150 CFM, 8"Ø NK, S.A. DIFFUSER8888 12"x14"+1"AL TRANSFER AIR OPENING12"x14"+1"AL TRANSFER AIR OPENING12"x14"+1"AL TRANSFER AIR OPENING12"x14"+1"AL TRANSFER AIR OPENINGIN WALL ABOVE CEILING W/ SOUNDIN WALL ABOVE CEILING W/ SOUNDIN WALL ABOVE CEILING W/ SOUNDIN WALL ABOVE CEILING W/ SOUNDBOOT.BOOT.BOOT.BOOT.9999 R-1R-1R-1R-1 22"x10" NK, R.A. GRILLE W/ SOUND22"x10" NK, R.A. GRILLE W/ SOUND22"x10" NK, R.A. GRILLE W/ SOUND22"x10" NK, R.A. GRILLE W/ SOUNDBOOTBOOTBOOTBOOT10101010 IF BOTH ALTERNATES AREIF BOTH ALTERNATES AREIF BOTH ALTERNATES AREIF BOTH ALTERNATES ARECONSTRUCTED, SENSOR WILL BECONSTRUCTED, SENSOR WILL BECONSTRUCTED, SENSOR WILL BECONSTRUCTED, SENSOR WILL BELOCATED IN ROOM 178 AS SHOWN.LOCATED IN ROOM 178 AS SHOWN.LOCATED IN ROOM 178 AS SHOWN.LOCATED IN ROOM 178 AS SHOWN.1 10/30/20 ADD #1 111122223333444455556666777710101010111111111212121213131313141414141515151516161616171717171919191920202020212121212222222223232323242424242525252526262626272727272828282829292929AAAABBBBCCCCC1C1C1C1DDDDEEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLLMMMMMH102.1MH102.1MH102.1MH102.11111MH102.2MH102.2MH102.2MH102.21111MH102.3MH102.3MH102.3MH102.31111MH102.4MH102.4MH102.4MH102.44444MH102.4MH102.4MH102.4MH102.43333MH101.5MH101.5MH101.5MH101.55555MH101.5MH101.5MH101.5MH101.566662"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:24:38 PMMH102LEVEL 2OVERALLMECHANICALREMODELPLAN20054000010101010202020202020202040404040SCALE:SCALE:SCALE:SCALE:MH102MH102MH102MH1021" = 20'1" = 20'1" = 20'1" = 20'----0"0"0"0"ibsbi=O=lsbo^ii=jb`e^kf`^i=objlabi=mi^k1111 212121212222222223232323242424242525252526262626272727272828282829292929BBBBCCCCC1C1C1C1DDDDEEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLL77778888101010101111DEFDEFDEFDEF(ON ROOF)(ON ROOF)(ON ROOF)(ON ROOF)2-ABALCONY182AUPPER EQUIP. ST.2222DEFDEFDEFDEF10"Ø10"Ø10"Ø10"Ø(ON ROOF)(ON ROOF)(ON ROOF)(ON ROOF)SS2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:24:44 PMMH102.1LEVEL 2AREA 2GMECHANICALREMODELPLAN20054ao^tfkd=klqbp00005555101010101010101020202020SCALE:SCALE:SCALE:SCALE:MH102.1MH102.1MH102.1MH102.11/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=Od=cfbia=elrpb=jb`e^kf`^iobjlabi=mi^k1111NOTE#DIFFUSERCALLOUT DESCRIPTION1111 S-3S-3S-3S-3 925 CFM, 30"x6" NK, S.A. DIFFUSER925 CFM, 30"x6" NK, S.A. DIFFUSER925 CFM, 30"x6" NK, S.A. DIFFUSER925 CFM, 30"x6" NK, S.A. DIFFUSERWITH HORIZONTAL DISCHARGE BOOT.WITH HORIZONTAL DISCHARGE BOOT.WITH HORIZONTAL DISCHARGE BOOT.WITH HORIZONTAL DISCHARGE BOOT.SEE DETAIL 12/MH502.SEE DETAIL 12/MH502.SEE DETAIL 12/MH502.SEE DETAIL 12/MH502.2222 S-3S-3S-3S-3 925 CFM, 30"x6" NK, S.A. DIFFUSER925 CFM, 30"x6" NK, S.A. DIFFUSER925 CFM, 30"x6" NK, S.A. DIFFUSER925 CFM, 30"x6" NK, S.A. DIFFUSERWITH VERTICAL DISCHARGE BOOT. SEEWITH VERTICAL DISCHARGE BOOT. SEEWITH VERTICAL DISCHARGE BOOT. SEEWITH VERTICAL DISCHARGE BOOT. SEEDETAIL 12/MH502.DETAIL 12/MH502.DETAIL 12/MH502.DETAIL 12/MH502.3333 R-2R-2R-2R-2 12,500 CFM, 56"x34" NK, R.A. GRILLE12,500 CFM, 56"x34" NK, R.A. GRILLE12,500 CFM, 56"x34" NK, R.A. GRILLE12,500 CFM, 56"x34" NK, R.A. GRILLE4444 FACTORY MANUFACTURED CURB. SEEFACTORY MANUFACTURED CURB. SEEFACTORY MANUFACTURED CURB. SEEFACTORY MANUFACTURED CURB. SEEDETAIL 11/MH502. ALL CURBS SHALLDETAIL 11/MH502. ALL CURBS SHALLDETAIL 11/MH502. ALL CURBS SHALLDETAIL 11/MH502. ALL CURBS SHALLBE MINIMUM OF 18" HIGH. INSULATEBE MINIMUM OF 18" HIGH. INSULATEBE MINIMUM OF 18" HIGH. INSULATEBE MINIMUM OF 18" HIGH. INSULATECURB TO CREATE AN R-20.CURB TO CREATE AN R-20.CURB TO CREATE AN R-20.CURB TO CREATE AN R-20.5555 RISE 2-1/2" HWS/R TO CONNECT TORISE 2-1/2" HWS/R TO CONNECT TORISE 2-1/2" HWS/R TO CONNECT TORISE 2-1/2" HWS/R TO CONNECT TOAIR HANDLING UNIT ABOVE.AIR HANDLING UNIT ABOVE.AIR HANDLING UNIT ABOVE.AIR HANDLING UNIT ABOVE.6666 RISE 4" CHWS/R TO CONNECT TO AIRRISE 4" CHWS/R TO CONNECT TO AIRRISE 4" CHWS/R TO CONNECT TO AIRRISE 4" CHWS/R TO CONNECT TO AIRHANDLING UNIT ABOVE.HANDLING UNIT ABOVE.HANDLING UNIT ABOVE.HANDLING UNIT ABOVE.7777 EXISTING 4" HWS/REXISTING 4" HWS/REXISTING 4" HWS/REXISTING 4" HWS/R8888 EXISTING 6" CHWS/REXISTING 6" CHWS/REXISTING 6" CHWS/REXISTING 6" CHWS/R9999 EXISTING OVERHEAD VENTILATION FANEXISTING OVERHEAD VENTILATION FANEXISTING OVERHEAD VENTILATION FANEXISTING OVERHEAD VENTILATION FANTO REMAIN.TO REMAIN.TO REMAIN.TO REMAIN.10101010 RISE 10"Ø DRYER EXHAUST DUCT UP.RISE 10"Ø DRYER EXHAUST DUCT UP.RISE 10"Ø DRYER EXHAUST DUCT UP.RISE 10"Ø DRYER EXHAUST DUCT UP.TRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TOTRANSITION IN RISE AND CONNECT TODRYER EXHAUST FAN ON ROOF.DRYER EXHAUST FAN ON ROOF.DRYER EXHAUST FAN ON ROOF.DRYER EXHAUST FAN ON ROOF.2 11/05/20 ADD #2 1111111112121212131313131414141415151515161616161717171719191919202020202121212122222222BBBBCCCCC1C1C1C1DDDDEEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLL250GELEC2-DSTAIR264AOFFICE264BOFFICE2-CCHW.2-MHW.250AMAIN GYM111122221111SSTO VAVRTO VAVRTO VAVRTO VAVR----30130130130133333333TO VAVRTO VAVRTO VAVRTO VAVR----3033033033032"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:24:50 PMMH102.2LEVEL 2AREA 2AMECHANICALREMODELPLAN20054ao^tfkd=klqbp00005555101010101010101020202020SCALE:SCALE:SCALE:SCALE:MH102.2MH102.2MH102.2MH102.21/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=O^=j^fk=dvj=jb`e^kf`^iobjlabi=mi^k1111NOTE# DESCRIPTION1111 REBALANCE EXISTING S.A. DIFFUSER TO 275 CFM.REBALANCE EXISTING S.A. DIFFUSER TO 275 CFM.REBALANCE EXISTING S.A. DIFFUSER TO 275 CFM.REBALANCE EXISTING S.A. DIFFUSER TO 275 CFM.2222 REBALANCE EXISTING S.A. DIFFUSER TO 460 CFM.REBALANCE EXISTING S.A. DIFFUSER TO 460 CFM.REBALANCE EXISTING S.A. DIFFUSER TO 460 CFM.REBALANCE EXISTING S.A. DIFFUSER TO 460 CFM.3333 REPLACE EXISTING SENSOR WITH NEW ANDREPLACE EXISTING SENSOR WITH NEW ANDREPLACE EXISTING SENSOR WITH NEW ANDREPLACE EXISTING SENSOR WITH NEW ANDCONNECT TO ASSOCIATED VAVR. SEE SHEETCONNECT TO ASSOCIATED VAVR. SEE SHEETCONNECT TO ASSOCIATED VAVR. SEE SHEETCONNECT TO ASSOCIATED VAVR. SEE SHEETMH101.3 FOR CONTINUATION.MH101.3 FOR CONTINUATION.MH101.3 FOR CONTINUATION.MH101.3 FOR CONTINUATION.1 10/30/20 ADD #1 10101010111111111212121213131313141414141515151516161616171717171919191920202020212121212222222223232323LLLLMMMM261CELEV. EQP.11112222333336"x48"+1"AL36"x48"+1"AL36"x48"+1"AL36"x48"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL1111H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL12"x12"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL555555551111111112121212131313131414141415151515161616161717171719191919202020202121212122222222LLLL380SOUND/LIGHT CONTROL44442"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:24:55 PMMH102.3AREA 2BMECHANICALREMODELPLANS20054ao^tfkd=klqbp00005555101010101010101020202020SCALE:SCALE:SCALE:SCALE:MH102.3MH102.3MH102.3MH102.31/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=O_=kloqe=e^ii=jb`e^kf`^iobjlabi=mi^k1111NOTE#DIFFUSERCALLOUT DESCRIPTION1111 R-1R-1R-1R-1 150 CFM, 10"x10" NK, R.A. GRILLE150 CFM, 10"x10" NK, R.A. GRILLE150 CFM, 10"x10" NK, R.A. GRILLE150 CFM, 10"x10" NK, R.A. GRILLE2222 TRANSITION DUCT IN RISE ANDTRANSITION DUCT IN RISE ANDTRANSITION DUCT IN RISE ANDTRANSITION DUCT IN RISE ANDCONNECT TO EXISTING DUCTWORK.CONNECT TO EXISTING DUCTWORK.CONNECT TO EXISTING DUCTWORK.CONNECT TO EXISTING DUCTWORK.3333 DROP DUCT DOWN THROUGH CEILING.DROP DUCT DOWN THROUGH CEILING.DROP DUCT DOWN THROUGH CEILING.DROP DUCT DOWN THROUGH CEILING.PROVIDE SHEETMETAL ANGLE ATPROVIDE SHEETMETAL ANGLE ATPROVIDE SHEETMETAL ANGLE ATPROVIDE SHEETMETAL ANGLE ATCEILING PENETRATION AND SEAL.CEILING PENETRATION AND SEAL.CEILING PENETRATION AND SEAL.CEILING PENETRATION AND SEAL.DUCT TO HANG DOWN PAST CEILINGDUCT TO HANG DOWN PAST CEILINGDUCT TO HANG DOWN PAST CEILINGDUCT TO HANG DOWN PAST CEILINGAPPROX. 3"APPROX. 3"APPROX. 3"APPROX. 3"4444 T-1T-1T-1T-1 22"x22" NK, TRANSFER AIR GRILLE22"x22" NK, TRANSFER AIR GRILLE22"x22" NK, TRANSFER AIR GRILLE22"x22" NK, TRANSFER AIR GRILLE5555 R-3R-3R-3R-3 9200 CFM, 48"x36" NK, R.A. GRILLE.9200 CFM, 48"x36" NK, R.A. GRILLE.9200 CFM, 48"x36" NK, R.A. GRILLE.9200 CFM, 48"x36" NK, R.A. GRILLE.FIELD VERIFY EXACT SIZE.FIELD VERIFY EXACT SIZE.FIELD VERIFY EXACT SIZE.FIELD VERIFY EXACT SIZE.SCALE:SCALE:SCALE:SCALE:MH102.3MH102.3MH102.3MH102.31/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"ibsbi=P=jb`e^kf`^i=objlabi=mi^k222200005555101010101010101020202020 LOCKEREXHAUST 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"Ø12"Ø12"Ø12"Ø16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"x10"+1"AL12"Ø12"Ø12"Ø12"Ø16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL20"x16" EXH.20"x16" EXH.20"x16" EXH.20"x16" EXH.207207207207VAVRVAVRVAVRVAVR8"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.88888"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.88888"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.88888"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø8888H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø8888H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø8888H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"Ø9999H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"Ø9999H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"Ø9999H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D.8"x6"8"x6"8"x6"8"x6"H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.8"x3"8"x3"8"x3"8"x3"23232323H.D.H.D.H.D.H.D.8"x3"8"x3"8"x3"8"x3"8"x3"8"x3"8"x3"8"x3"H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.8"x3"8"x3"8"x3"8"x3"H.D.H.D.H.D.H.D.8"x3"8"x3"8"x3"8"x3"10"x8"10"x8"10"x8"10"x8"H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.10"x8"10"x8"10"x8"10"x8"111110"x8"10"x8"10"x8"10"x8"H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.1111111110"x8"10"x8"10"x8"10"x8"8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.222222228"x6"8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.22222-PSTAIR206CLOSET-SWIMMING POOL DECKPART OFPART OFPART OFPART OFADD. ALT. #3ADD. ALT. #3ADD. ALT. #3ADD. ALT. #3207DSTORAGE207ALOCKER RMEMP.MEN'S207LOCKER RMMEN'S STUDENT12"x10" EXH.12"x10" EXH.12"x10" EXH.12"x10" EXH.6"x6"6"x6"6"x6"6"x6"8"x8"8"x8"8"x8"8"x8"H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø17171717H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø14141414H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø18181818H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø18181818H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø14141414191919196"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D.161616166"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D.151515156"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø13131313H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.141414146"Ø6"Ø6"Ø6"Ø13131313H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø13131313H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø13131313H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø12121212151515156"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D.212121218"x3"8"x3"8"x3"8"x3"55558"Ø8"Ø8"Ø8"ØH.D.H.D.H.D.H.D.24242424252525251"1"1"1"HWS/RHWS/RHWS/RHWS/R10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"AL34343434SEE TYPICAL LOCKERSEE TYPICAL LOCKERSEE TYPICAL LOCKERSEE TYPICAL LOCKEREXHAUST CONNECTIONEXHAUST CONNECTIONEXHAUST CONNECTIONEXHAUST CONNECTION5/MH102.45/MH102.45/MH102.45/MH102.4SS777710101010BBBBCCCCC1C1C1C1DDDDEEEE111122227777101010101111111116"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL261A261A261A261AVAVRVAVRVAVRVAVR12"Ø12"Ø12"Ø12"ØH.D.H.D.H.D.H.D.3333H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.6666666616"x14"+1"AL16"x14"+1"AL16"x14"+1"AL16"x14"+1"AL261261261261VAVRVAVRVAVRVAVR12"Ø12"Ø12"Ø12"ØH.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"Ø10101010H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"Ø10101010H.D.H.D.H.D.H.D.10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D.1111111110"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.111111118"x6"8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.2222H.D.H.D.H.D.H.D.10"x8"10"x8"10"x8"10"x8"H.D.H.D.H.D.H.D.8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"8"x6"H.D.H.D.H.D.H.D.H.D.H.D.H.D.H.D.22222222H.D.H.D.H.D.H.D.10"x8"10"x8"10"x8"10"x8"H.D.H.D.H.D.H.D.10"x8"10"x8"10"x8"10"x8"111111111111261ALAUNDRY RM.257EQP. ISSUE265OFFICE266FAC. OFFICEPART OFPART OFPART OFPART OFADD. ALT. #3ADD. ALT. #3ADD. ALT. #3ADD. ALT. #3261LOCKER RM.STUDENTWOMEN'S261BNURSING261ALOCKER RM.EMPLOYEEWOMEN'S261ESTORAGE261DNURSING6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"H.D.H.D.H.D.H.D.33331010101010"Ø10"Ø10"Ø10"ØH.D.H.D.H.D.H.D.20202020222222224444H.D.H.D.H.D.H.D.6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"6"x3"8"x6"8"x6"8"x6"8"x6"6"x6"6"x6"6"x6"6"x6"H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø121212126"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D.121212126"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D.18181818191919196"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"ØH.D.H.D.H.D.H.D.121212126"Ø6"Ø6"Ø6"Ø10"x8"10"x8"10"x8"10"x8"H.D.H.D.H.D.H.D.44448"x8"8"x8"8"x8"8"x8" 8"x8"8"x8"8"x8"8"x8"4444H.D.H.D.H.D.H.D.8"Ø8"Ø8"Ø8"Ø24242424252525251" 1" 1" 1" HWS/RHWS/RHWS/RHWS/R3434343410"x10"+1"AL10"x10"+1"AL10"x10"+1"AL10"x10"+1"ALSSdbkbo^i=klqbpA.A.A.A.HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE HWS & HWR PIPING RUNOUTS TO VAV BOXES ARE 3/4" UNLESS OTHERWISE NOTED.3/4" UNLESS OTHERWISE NOTED.3/4" UNLESS OTHERWISE NOTED.3/4" UNLESS OTHERWISE NOTED.353535353636363635353535353535352"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:06 PMMH102.4LEVEL 2AREA 2CMECHANICALPLANS20054ao^tfkd=klqbp00005555101010101010101020202020NOTE#DIFFUSERCALLOUTDESCRIPTION1111 E-1E-1E-1E-1 215 CFM, 10"x10" NK, EXHAUST AIR215 CFM, 10"x10" NK, EXHAUST AIR215 CFM, 10"x10" NK, EXHAUST AIR215 CFM, 10"x10" NK, EXHAUST AIRGRILLEGRILLEGRILLEGRILLE2222 E-1E-1E-1E-1 75 CFM, 8"x8" NK, EXHAUST AIR75 CFM, 8"x8" NK, EXHAUST AIR75 CFM, 8"x8" NK, EXHAUST AIR75 CFM, 8"x8" NK, EXHAUST AIRGRILLEGRILLEGRILLEGRILLE3333 DROP 6"x3" EXHAUST DUCT DOWNDROP 6"x3" EXHAUST DUCT DOWNDROP 6"x3" EXHAUST DUCT DOWNDROP 6"x3" EXHAUST DUCT DOWNTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKERS 4'-6" A.F.F. BALANCE TO 50LOCKERS 4'-6" A.F.F. BALANCE TO 50LOCKERS 4'-6" A.F.F. BALANCE TO 50LOCKERS 4'-6" A.F.F. BALANCE TO 50CFM.CFM.CFM.CFM.4444 E-1E-1E-1E-1 125 CFM, 8"x8" NK, EXHAUST AIR125 CFM, 8"x8" NK, EXHAUST AIR125 CFM, 8"x8" NK, EXHAUST AIR125 CFM, 8"x8" NK, EXHAUST AIRGRILLEGRILLEGRILLEGRILLE5555 DROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKERS 4'-6" A.F.F. BALANCE TO 90LOCKERS 4'-6" A.F.F. BALANCE TO 90LOCKERS 4'-6" A.F.F. BALANCE TO 90LOCKERS 4'-6" A.F.F. BALANCE TO 90CFM.CFM.CFM.CFM.6666 DROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKERS 4'-6" A.F.F. BALANCE TO 80LOCKERS 4'-6" A.F.F. BALANCE TO 80LOCKERS 4'-6" A.F.F. BALANCE TO 80LOCKERS 4'-6" A.F.F. BALANCE TO 80CFM.CFM.CFM.CFM.7777 DROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKERS 4'-6" A.F.F. BALANCE TO 70LOCKERS 4'-6" A.F.F. BALANCE TO 70LOCKERS 4'-6" A.F.F. BALANCE TO 70LOCKERS 4'-6" A.F.F. BALANCE TO 70CFM.CFM.CFM.CFM.8888 S-2S-2S-2S-2 175 CFM, 8"Ø NK, S.A. DIFFUSER175 CFM, 8"Ø NK, S.A. DIFFUSER175 CFM, 8"Ø NK, S.A. DIFFUSER175 CFM, 8"Ø NK, S.A. DIFFUSER9999 S-2S-2S-2S-2 225 CFM, 10"Ø NK, S.A. DIFFUSER225 CFM, 10"Ø NK, S.A. DIFFUSER225 CFM, 10"Ø NK, S.A. DIFFUSER225 CFM, 10"Ø NK, S.A. DIFFUSER10101010 S-2S-2S-2S-2 215 CFM, 10"Ø NK, S.A. DIFFUSER215 CFM, 10"Ø NK, S.A. DIFFUSER215 CFM, 10"Ø NK, S.A. DIFFUSER215 CFM, 10"Ø NK, S.A. DIFFUSER11111111 S-2S-2S-2S-2 290 CFM, 10"Ø NK, S.A. DIFFUSER290 CFM, 10"Ø NK, S.A. DIFFUSER290 CFM, 10"Ø NK, S.A. DIFFUSER290 CFM, 10"Ø NK, S.A. DIFFUSER12121212 DROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 50 CFM.PLENUM. BALANCE TO 50 CFM.PLENUM. BALANCE TO 50 CFM.PLENUM. BALANCE TO 50 CFM.13131313 DROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 75 CFM.PLENUM. BALANCE TO 75 CFM.PLENUM. BALANCE TO 75 CFM.PLENUM. BALANCE TO 75 CFM.14141414 DROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 70 CFM.PLENUM. BALANCE TO 70 CFM.PLENUM. BALANCE TO 70 CFM.PLENUM. BALANCE TO 70 CFM.15151515 DROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 60 CFM.PLENUM. BALANCE TO 60 CFM.PLENUM. BALANCE TO 60 CFM.PLENUM. BALANCE TO 60 CFM.16161616 DROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 45 CFM.PLENUM. BALANCE TO 45 CFM.PLENUM. BALANCE TO 45 CFM.PLENUM. BALANCE TO 45 CFM.17171717 DROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 35 CFM.PLENUM. BALANCE TO 35 CFM.PLENUM. BALANCE TO 35 CFM.PLENUM. BALANCE TO 35 CFM.18181818 DROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 65 CFM.PLENUM. BALANCE TO 65 CFM.PLENUM. BALANCE TO 65 CFM.PLENUM. BALANCE TO 65 CFM.19191919 DROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHDROP 6"Ø EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 55 CFM.PLENUM. BALANCE TO 55 CFM.PLENUM. BALANCE TO 55 CFM.PLENUM. BALANCE TO 55 CFM.20202020 DROP 6"x3" EXHAUST DUCT THROUGHDROP 6"x3" EXHAUST DUCT THROUGHDROP 6"x3" EXHAUST DUCT THROUGHDROP 6"x3" EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 30 CFM.PLENUM. BALANCE TO 30 CFM.PLENUM. BALANCE TO 30 CFM.PLENUM. BALANCE TO 30 CFM.21212121 E-1E-1E-1E-1 170 CFM, 8"x8" NK, EXHAUST AIR170 CFM, 8"x8" NK, EXHAUST AIR170 CFM, 8"x8" NK, EXHAUST AIR170 CFM, 8"x8" NK, EXHAUST AIRGRILLEGRILLEGRILLEGRILLE22222222 DROP 6"x3" EXHAUST DUCT THROUGHDROP 6"x3" EXHAUST DUCT THROUGHDROP 6"x3" EXHAUST DUCT THROUGHDROP 6"x3" EXHAUST DUCT THROUGHCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERCEILING AND CONNECT TO LOCKERPLENUM. BALANCE TO 20 CFM.PLENUM. BALANCE TO 20 CFM.PLENUM. BALANCE TO 20 CFM.PLENUM. BALANCE TO 20 CFM.23232323 DROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNDROP 8"x3" EXHAUST DUCT DOWNTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOTHROUGH WALL AND CONNECT TOLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKER PLENUM AT CENTER OFLOCKERS 4'-6" A.F.F. BALANCE TO 55LOCKERS 4'-6" A.F.F. BALANCE TO 55LOCKERS 4'-6" A.F.F. BALANCE TO 55LOCKERS 4'-6" A.F.F. BALANCE TO 55CFM.CFM.CFM.CFM.24242424 S-2S-2S-2S-2 100 CFM, 8"Ø NK, S.A. DIFFUSER100 CFM, 8"Ø NK, S.A. DIFFUSER100 CFM, 8"Ø NK, S.A. DIFFUSER100 CFM, 8"Ø NK, S.A. DIFFUSER25252525 R-1R-1R-1R-1 22"x10" NK, R.A. GRILLE WITH SOUND22"x10" NK, R.A. GRILLE WITH SOUND22"x10" NK, R.A. GRILLE WITH SOUND22"x10" NK, R.A. GRILLE WITH SOUNDBOOTBOOTBOOTBOOT26262626 REMOVE EXISTING PIPING RUNOUT TOREMOVE EXISTING PIPING RUNOUT TOREMOVE EXISTING PIPING RUNOUT TOREMOVE EXISTING PIPING RUNOUT TOEXISTING VAVR BOX, INCLUDINGEXISTING VAVR BOX, INCLUDINGEXISTING VAVR BOX, INCLUDINGEXISTING VAVR BOX, INCLUDINGSUPPLY AND RETURN PIPING,SUPPLY AND RETURN PIPING,SUPPLY AND RETURN PIPING,SUPPLY AND RETURN PIPING,CONTROL VALVE, STRAINER, BALANCECONTROL VALVE, STRAINER, BALANCECONTROL VALVE, STRAINER, BALANCECONTROL VALVE, STRAINER, BALANCEVALVE, ETC.VALVE, ETC.VALVE, ETC.VALVE, ETC.27272727 TEMPORARILY CAP FOR NEWTEMPORARILY CAP FOR NEWTEMPORARILY CAP FOR NEWTEMPORARILY CAP FOR NEWCONNECTION.CONNECTION.CONNECTION.CONNECTION.28282828 CAP AT MAIN.CAP AT MAIN.CAP AT MAIN.CAP AT MAIN.29292929 REMOVE EXISTING VAV BOX ANDREMOVE EXISTING VAV BOX ANDREMOVE EXISTING VAV BOX ANDREMOVE EXISTING VAV BOX ANDASSOCIATED DUCTWORK AS SHOWN.ASSOCIATED DUCTWORK AS SHOWN.ASSOCIATED DUCTWORK AS SHOWN.ASSOCIATED DUCTWORK AS SHOWN.30303030 REMOVE EXISTING S.A. GRILLE ANDREMOVE EXISTING S.A. GRILLE ANDREMOVE EXISTING S.A. GRILLE ANDREMOVE EXISTING S.A. GRILLE ANDASSOCIATED DUCTWORK AS SHOWN.ASSOCIATED DUCTWORK AS SHOWN.ASSOCIATED DUCTWORK AS SHOWN.ASSOCIATED DUCTWORK AS SHOWN.31313131 REMOVE EXISTING EXHAUST GRILLEREMOVE EXISTING EXHAUST GRILLEREMOVE EXISTING EXHAUST GRILLEREMOVE EXISTING EXHAUST GRILLEAND ASSOCIATED DUCTWORK ASAND ASSOCIATED DUCTWORK ASAND ASSOCIATED DUCTWORK ASAND ASSOCIATED DUCTWORK ASSHOWN.SHOWN.SHOWN.SHOWN.32323232 REMOVE PORTION OF EXHAUST DUCTREMOVE PORTION OF EXHAUST DUCTREMOVE PORTION OF EXHAUST DUCTREMOVE PORTION OF EXHAUST DUCTAND DROPS TO LOCKERS.AND DROPS TO LOCKERS.AND DROPS TO LOCKERS.AND DROPS TO LOCKERS.33333333 REMOVE EXHAUST DUCT UP THROUGHREMOVE EXHAUST DUCT UP THROUGHREMOVE EXHAUST DUCT UP THROUGHREMOVE EXHAUST DUCT UP THROUGHROOF AND REMOVE EXHAUST FAN ONROOF AND REMOVE EXHAUST FAN ONROOF AND REMOVE EXHAUST FAN ONROOF AND REMOVE EXHAUST FAN ONROOF. PATCH HOLE IN ROOF. REF.ROOF. PATCH HOLE IN ROOF. REF.ROOF. PATCH HOLE IN ROOF. REF.ROOF. PATCH HOLE IN ROOF. REF.ARCHITECTURAL DRAWINGS.ARCHITECTURAL DRAWINGS.ARCHITECTURAL DRAWINGS.ARCHITECTURAL DRAWINGS.34343434 T-1T-1T-1T-1 12"x12" NK, TRANSFER AIR GRILLE12"x12" NK, TRANSFER AIR GRILLE12"x12" NK, TRANSFER AIR GRILLE12"x12" NK, TRANSFER AIR GRILLE35353535 3"x12" OPENING IN LOCKER EXHAUST3"x12" OPENING IN LOCKER EXHAUST3"x12" OPENING IN LOCKER EXHAUST3"x12" OPENING IN LOCKER EXHAUSTPLENUM. LOCATE CENTER OFPLENUM. LOCATE CENTER OFPLENUM. LOCATE CENTER OFPLENUM. LOCATE CENTER OFOPENING 4'-6" A.F.F.OPENING 4'-6" A.F.F.OPENING 4'-6" A.F.F.OPENING 4'-6" A.F.F.36363636 SEAL DUCT PENETRATION INTOSEAL DUCT PENETRATION INTOSEAL DUCT PENETRATION INTOSEAL DUCT PENETRATION INTOLOCKER EXHAUST PLENUM AIR TIGHT.LOCKER EXHAUST PLENUM AIR TIGHT.LOCKER EXHAUST PLENUM AIR TIGHT.LOCKER EXHAUST PLENUM AIR TIGHT.SCALE:SCALE:SCALE:SCALE:MH102.4MH102.4MH102.4MH102.41/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=O`=EjbkpF=bjmilvbbp=il`hbopjb`e^kf`^i=abjlifqflk=mi^k1111SCALE:SCALE:SCALE:SCALE:MH102.4MH102.4MH102.4MH102.41/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=O`=pqrabkq=il`hbopjb`e^kf`^i=abjlifqflk=mi^k222200005555101010101010101020202020SCALE:SCALE:SCALE:SCALE:MH102.4MH102.4MH102.4MH102.41/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=O`=EjbkpF=bjmilvbbp=il`hbopjb`e^kf`^i=objlabi=mi^k333300005555101010101010101020202020SCALE:SCALE:SCALE:SCALE:MH102.4MH102.4MH102.4MH102.41/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"^ob^=O`=pqrabkq=il`hbopjb`e^kf`^i=objlabi=mi^k4444000055551010101010101010202020201 10/30/20 ADD #1SCALE:SCALE:SCALE:SCALE:MH102.4MH102.4MH102.4MH102.41/2" = 1'1/2" = 1'1/2" = 1'1/2" = 1'----0"0"0"0"qvmf`^i=il`hbo=bue^rpq=`lkkb`qflk555500002.52.52.52.52.52.52.52.55555SIMILAR FOR OTHER SIMILAR FOR OTHER SIMILAR FOR OTHER SIMILAR FOR OTHER PLENUM CONFIGURATIONSPLENUM CONFIGURATIONSPLENUM CONFIGURATIONSPLENUM CONFIGURATIONS 22222222242424242727272728282828292929292323232321212121jb`e^kf`^i=pb`qflkjb`e^kf`^i=pb`qflkSCALE: 1/4"=1'-0"5010NOTE:ALL DOUBLE WALL DUCT HAS2" ACOUSTICAL INSULATIONWITH PERFORATED METAL LINER.AMH301AHU400AROOFTOP UNIT34"x56"+1"AL34"Ø O.D.DOUBLE WALLRRF400ARETURN / RELIEFFANSRED400ARELIEF AIRDAMPERCC400ACOOLINGCOILHC400AHEATINGCOILFS400AFILTERSECTIONSF400ASUPPLYAIR FANSPIPE HANGER, SEE SPECS2-1/2" HWS/R4" CHWS/RCCV-400AHCV-400A18" MIN. ROOFCURB, SEE DETAIL11/MH502.VFD CONTROL CABINETVFD CONTROL CABINETAHU400BROOFTOP UNITRRF400BRETURN / RELIEFFANSRED400BRELIEF AIRDAMPERCC400BCOOLINGCOILHC400BHEATINGCOILFS400BFILTERSECTIONSF400BSUPPLYAIR FANS2-1/2" HWS/R4" CHWS/RCCV-400BHCV-400B18" MIN. ROOFCURB, SEE DETAIL11/MH502.VFD CONTROL CABINETVFD CONTROL CABINETSCALE: 1/4"=1'-0"5010BMH301R-234"x56"+1"AL48"Ø O.D.DOUBLE WALLR-210"Ø DRYEREXHAUSTDEF2DRYEREXHAUST FAN2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:06 PMMH301MECHANICALSECTIONS20054 BAR SLIPHTRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.*43-5455-6061-842220201-1/2 x 1-1/2 x 1/8 @60in. 1-1/21-1/21-1/2-------22-31-4219-3013-18242224UP THRU 1224(ALLSIDE,(INCHES)SIDES)FOUROFDIMENSIONLONGESTSHEETMETALGAGEMENDEDRECOM-NONE REQUIRED1 x 1 x 1/8 @60in.1 x 1 x 1/8 @60in.111NONE REQUIRED12424---24222424RECOM-MENDED26GAGEGAGE26MENDEDRECOM-24GAGESPACINGBETWEENREINFORCINGINTERMEDIATEJOINTS &/ORTRANSVERSEMINH, IN.& MAXIMUMANGLE SIZEREINFORCINGLONGITUDINALMINIMUMHEMMEDS SLIPS SLIPPLAIN ALT.SLIPDRIVE222222222222NOT REQUIREDNOT REQUIRED222222POCKET LOCKMENDEDRECOM-POCKET LOCKANGLE REINFORCEDGAGEANGLENOT REQUIREDSIZEREINFORCED222424222424RECOM-MENDEDGAGEMENDEDRECOM-24GAGE24NOT REQUIREDNOT REQUIREDNOT REQUIRED222424REINFORCEDANGLENOT REQUIREDSIZE24REIN-FORCEDBAR SLIPANGLE SLIPHHBAR SLIPANGLESTD. SEAMREINFORCEDSTD. SEAMREINFORCEDANGLESIZEHAT JOINTSTRANSVERSE REINFORCING*HH1-1/2 x 1-1/2 x 1/81-1/2 x 1-1/2 x 1/81-1/2 x 1-1/2 x 1/8NOT REQUIREDNOT REQUIREDNOT REQUIRED1-1/2 x 1-1/2 x 1/8NOT REQUIREDNOT REQUIREDNOT REQUIREDNOT REQUIREDNOT REQUIREDNOT REQUIRED1-1/2 x 1-1/2 x 1/81-1/2 x 1-1/2 x 1/8 @60in.1-1/2 x 1-1/2 x 1/8 @60in.45 DEG. ELBOWTURNINGVANESSINGLEBLADEELBOWS NOT ALLOWED.ALL DUCTS (SUPPLY, RETURNVANES IN SQUARE ELBOW.INSIDE SQUARE, OUTSIDE RADIUSAND EXHAUST) TO HAVE TURNINGSQUARE ELBOW2.1.NOTES:RADIUS ELBOWWBOTH SIDESTURNING VANES15° MAX.ONE SIDE1/2 W30° MAX.CL45° LATERAL TEECONICAL 90° TEEY-BRANCH 90°BRANCH TAKE-OFFDIMENSIONSFABRICATED ELBOWDRADD ONE PIECE FOREACH ADDITIONAL 18°R = 1.5DD = DUCT SIZE0-35° ---- 2 PIECE72-90° ----5 PIECE36-71° ----3 PIECELDMITERED 90° ELBOWREDUCEROFFSET1A MAX.2"1-1/4"A2ATURNINGVANESA1-1/4"D45°D = DUCT SIZEDIMENSIONSL = D/2+1"D2"DUCT SIDE. PROVIDE 1" TRAILINGTO START AND STOP PARALLEL WITHANGLE OF DIRECTION CHANGE. VANESEXHAUST) TO HAVE TURNING VANESALL DUCTS (SUPPLY, RETURN ANDWITH SQUARE TYPE ELBOWS AT ANYEDGE.NOTE:DUCT SIZESEE PLANS FOR12"x12" MINIMUMACCESS DOOR,VAV BOX, SEE PLANS FORSIZING AND LOCATIONON PLANSTRANSITION FROM DISCHARGE ENDAS REQUIRED TO SIZE INDICATEDBRANCH DUCT TO DIFFUSERS,SEE PLANS FOR SIZINGBOX AS REQUIREDREHEAT COIL WHEREINDICATEDTRANSITION TOINLET OF VAVMAIN SUPPLY DUCT1'-0"SEE PLANS FOR SIZEpb`qflk=^J^mi^k=sfbt12"x12" MINIMUMACCESS DOOR,2'-0" MIN. CLEARANCEAA2'-0" MIN. CLEARANCEVAV BOXVAV BOX, SEE PLANSFOR SIZING ANDLOCATIONWALLCEILINGCABLETRAYPIPINGMAINTAIN CLEARANCEBELOW VAV BOXMAINTAIN CLEARANCEIN FRONT OF VAV BOXSUPPLY DUCTVERIFY REQUIRED SLEEVELENGTH PRIOR TO ORDERINGPROVIDE ACCESS DOOR TO FIREDAMPER LINKAGE AND SMOKEDAMPER ACTUATOR LARGE ENOUGHTO SERVICE AND RESET DAMPER.12"x12" MINIMUM.RETURN OR SUPPLYAIR DUCT, SEE PLANSFOR SIZESDAMPER ACTUATORMINIMUM AND MAXIMUM CLEARANCEAS REQUIRED BY MANUFACTURERFIREWALLSLIP CONNECTION (TYP.)RETURN OR SUPPLYAIR DUCTFIRE/SMOKE DAMPER. LOCATEIN WALL AS REQUIRED BYMANUFACTURERSLEEVE GAUGE AS REQUIRED BYMANUFACTURER16 GA. MIN. OR AS REQUIRED BYMANUFACTURER ALL AROUNDYOUNG REGULATORNO. 5020-CCDUCTDAMPERYOUNG REGULATORNO. 270-301-EZADJUSTMENT WRENCHYOUNG REGULATORNO. 030REMOVABLE COVERPLATEPAINT TO MATCH CEILINGCEILINGBRACKET MOUNTEDTO CEILING STRUCTURECABLEMAXIMUM SINGLE DAMPER 12" SQUARE. FOR MULTIBLADE DAMPER, SEE DETAILREGULATOR HARDWARE BASED ON YOUNG OR VENTFABRICSROUND DUCT DAMPER REMOTE REGULATOR INSTALLATION SIMILAR.FOR DAMPERS ABOVE LAY-IN CEILING, DELETE REGULATORHARDWARE MANUFACTURERS.AND USE LOCKING QUADRANT.GENERAL NOTES:4.3.1.2.ANCHOR REGULATORCOUPLINGCOVER PLATETO CEILING SYSTEM3/8" SQUARE "CDS" RODOR RIVET TO BLADESTRAP, TACK WELDBEARING (TYP. OF 2)ACOUSTICAL LINING16 GAUGE PLATECEILING SUPPORT CHANNELCONCEALED REGULATORTOP AND BOTTOMCEILING(WHERE REQUIRED)22 GAUGE DAMPER, 1/4"1-1/4" LONG INSULATION SLEEVECLEARANCESHEET METAL DUCTWORK(12"MIN.*)SINGLE THICKNESS3/4(L)SLEEVE AND ACCESS DOOR.PROVIDE FIRE DAMPER WITHTHROUGH FIRE RATED WALLWHERE SOUND TRAP PASSESACOUSTICALNOTE:OPENINGLINES OF WALLLENGTHSEE SPECIFICATIONSWITH SHEET METAL STRAPSSUPPORT FROM STRUCTUREDUCTWORK, PIPING ETC. FIELDOBSTRUCTION. I.E. JOIST, BEAM,AS REQUIRED TO EXTEND PASTCOORDINATEWIDTHDIMENSION TO BE INCREASEDLL*1" INTERIORLINING, 1LBDENSITYTURNING VANES(TYPICAL)2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:07 PMMH501MECHANICALDETAILS20054SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501ar`q=`lkpqor`qflk=abq^fi1111SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501ob`q^kdri^o=ar`q=cfqqfkdp=abq^fi2222SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501jbafrj=sbil`fqv=ar`q=cfqqfkdpabq^fi3333SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501s^so=_lu=abq^fi4444SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501s^s=_lu=`ib^o^k`b=abq^fi5555SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501cfob=L=pjlhb=a^jmbo=EcKpKaKF=abq^fi6666SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501objlqb=a^jmbo=^agrpqjbkq=abq^fi7777SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501objlqb=a^jmbo=obdri^qlo=abq^fi8888SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH501MH501MH501MH501qo^kpcbo=L=obqrok=^fo=plrka=qo^mabq^fi9999 1"kl=mlm=ofsbqp=^iiltbaTO BE TIGHT AGAINST DUCT.HEAD SHEET METAL SCREWS. STRAPSSELF TAPPING CADMIUM PLATED HEXHANGER STRAPSe^kdbo=pfwbp=clo=ob`q^kdri^oar`q=mbo=pj^`k^=es^`=ar`q`lkpqor`qflk=pq^ka^oapkl=mlm=ofsbqp=^iiltbaHANGERSTRAPS`lkpqor`qflk=pq^ka^oapar`q=mbo=pj^`k^=es^`=ar`qe^kdbo=pfwbp=clo=olrkaSELF TAPPING HEX HEAD SHEETMETAL SCREWS. STRAPS TO BETIGHT AGAINST DUCTANGLE IRONROUND/OVAL DUCTANGLE IRONHANGER STRAPSe^kdbo=pfwbp=clo=olrka=L=ls^iar`q=mbo=pj^`k^=es^`=ar`q`lkpqor`qflk=pq^ka^oap(MIRACLE PF96)12" C.C. MAX.METAL FASTENERS:OR GRIP NAILS. GRIP NAILS SHALL BEINSTALLED BY "GRIP NAIL AIR HAMMER" ORBY "AUTOMATIC FASTENER EQUIPMENT".OMARK INSUL-PINS, DURA DYNE FASTENERSNOT MORE THAN 2"FROM EDGE OF LINER2"(TYP.)THE SIDESOF LINER SHALL OVERLAPTOP AND BOTTOM SECTIONWITH 100% ADHESIVEBE ADHERED TO DUCTDUCT LINER. LINER TOGALVANIZED IRON DUCTDUCT LINERALL ENDS OF LINER TO BE COATED WITHADHESIVE (MIRACLE PF96). ENDS OF LINERSHALL BE BUTTED FIRMLY TOGETHERFASTEN WITHUNDER 2" ANDACOUSTICAL(12" MIN.)2 WWSHEET METAL SCREW,RETURN AIR GRILLETYPICAL1/2 WMETAL SKIN22 GA. SHEETLENGTHGRILLE1" INTERIORLINING, 1# PCFDENSITYTURN HANGERSHEET METALSCREW1" WIDE HANGINGSTRAPSHEET METAL DUCTDUCT SECTIONLOCKING QUADRANTSTRAP 1/2" ROD45° DUCT CONNECTIONBLADE WITH V-GROOVEBLADE SECTION1/2" RODBRANCH DUCT OR RUNOUTTO DIFFUSER, SEE PLANSFOR SIZINGRECTANGULAR DUCT, SEEPLANS FOR SIZINGLOCKING QUADRANT(ONE PER BLADE)STRAP, RIVET TO BLADE(TACK WELD RODSECURELY TO BLADE)22 GA. BLADE 1/2"SPRING LOADED ENDTACK WELD OR RIVETTO BLADE (BLADE MUSTCLEAR LINER OR DUCTAPPROX. 1/4" ON ALL SIDES)BLADE MULTIPLESDUCT DEPTHUP TO 12" - 1 BLADEUP TO 20" - 2 BLADESUP TO 30 " - 3 BLADESNOTE:EQUAL CROSS SECTION AREA OFAREA OF AxC SHALL BE EQUALMINIMUM AREA OF AxB SHALLTO 1.5xAREA OF AxB.BRANCH DUCT.CHAND DAMPER WITHLOCKING QUADRANTAPLANS FOR SIZINGRECTANGULAR DUCT, SEEROUND DUCT RUNOUTTO DIFFUSER, SEEPLANS FOR SIZINGB45°BINDING STRAP5/8" SCREW TIGHTENINGFACTORY MADE DUCT WITHWOVEN FIBERGLASS FABRICMASTICMETAL DUCTROUND SHEET2"METAL SCREW (TYP. 3) THROUGHFACTORY DUCT INTO ROUNDFACTORY DUCT IN PLACESHEET METAL DUCT TO HOLDHIGH PRESSURE RATED SHEETIMPREGNATED WITH VINYL ORNEOPRENE CLAMPED IN A CONTINUALHELIX OF ALUMINUM OR COLDROLLED STEEL, 3'-0" MAX. LENGTHFLEXMASTER TYPE 4 ORTHERMAFLEX M-KCFOR SIZINGROUND DUCT, SEE PLANSMADE DUCT. MAX. LENGTH 6'-0".FASTEN WITH MASTIC AND BINDINGHIGH PRESSURE RATED FACTORYSUPPLY DIFFUSER, SEEPLANS FOR SIZINGCEILINGSTRAP. SEE DETAIL THIS SHEET.BINDING STRAPFLASH & COUNTERFLASHAIR DUCTSUPPLY OR RETURNBUILT UP ROOF1/8 AA30°1/4 ABIRDSCREEN,1/2"x1/2" MESHA+1/4AROOF INSULATIONMETAL ROOF DECKCURB INSULATIONROOF DECK WITH 5/8"SECURE CURB TOBOLTSNUMBER AND LOCATION AS5/8"Ø BOLTS, MIN. 2 PER SIDE ORRECOMMENDED BY MANUFACTURERSECURE FLASHING APPROXIMATELYCLOSED CELL NEOPRENE GASKETPREFABRICATED STEEL CURB8" O.C. WITH APPROVED FASTENERSWITH CURBNAILER STRIP FURNISHEDUNIT BASE FRAMEFURNISHED WITH UNIT.CANT STRIPSHEET METALROOFING, SEEARCHITECTURALCOUNTERUNIT CASINGUNIT FRAMEUNIT INSULATIONDRAWINGSFLASHINGDRUM LOUVER45° LOW LOSSWITH ROOF STRUCTURAL SYSTEM.AND ATTACHMENT REQUIREMENTSCOORDINATE SUPPORT LOCATIONSSECTION45°DRUM LOUVEROBDWASHERNUT AND LOCKFASTENER BOOT,LOAD RATEDHORIZONTALREQUIREMENTSPER SMACNAHANGER STRAPNOTE:WITH OBDTAKE-OFFAIR FLOWMIN. 16"MIN. 16"MIN. 16"MIN. 16"CURB HEIGHTCURB HEIGHTCURB HEIGHTCURB HEIGHT2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:07 PMMH502MECHANICALDETAILS20054SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502ar`q=pqo^m=e^kdbo=abq^fi1111SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502olrka=ar`q=e^kdbo=abq^fi2222SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502ls^i=ar`q=e^kdbo=abq^fi3333SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502ar`q=ifkbo=abq^fi4444SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502plrka=qo^m=abq^fi5555SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502_o^k`e=ar`q=^ka=a^jmbo=abq^fi6666SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502ar`q=`lkkb`qflk=abq^fi7777SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502c^`qlov=ar`q=abq^fi8888SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502ar`q=`lkkb`qflk=ql=afccrpboabq^fi9999SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502dllpbkb`h=abq^fi10101010SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502ollcqlm=bnrfmjbkq=`ro_=abq^fi11111111SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMH502MH502MH502MH502aorj=ilrsbo=q^hblcc=abq^fi12121212 SSSSCONTROL VALVE SCHEDULESYMBOL VALVE TYPE OPERATOR TYPE GPMPRESSURE DIFF.PSICIRCULATING FLUID DUTY REMARKSCCV-400A 2-WAY ELECTRIC MODULATING 89 3 CHILLED WATER AHU-400A COOLING COILCCV-400B 2-WAY ELECTRIC MODULATING 89 3 CHILLED WATER AHU-400B COOLING COILHCV-400A 3-WAY ELECTRIC MODULATING 38.5 335% PROPYLENE GLYCOL HEATINGWATERAHU-400A HEATING COILBALANCE BYPASSFOR 19 GPM.HCV-400B 3-WAY ELECTRIC MODULATING 38.5 335% PROPYLENE GLYCOL HEATINGWATERAHU-400B HEATING COILBALANCE BYPASSFOR 19 GPM.VHCV-175 2-WAY ELECTRIC MODULATING 0.5 335% PROPYLENE GLYCOL HEATINGWATERVAVR-175 HEATING COILVHCV-178 2-WAY ELECTRIC MODULATING 0.6 335% PROPYLENE GLYCOL HEATINGWATERVAVR-178 HEATING COILVHCV-179A 2-WAY ELECTRIC MODULATING 0.5 335% PROPYLENE GLYCOL HEATINGWATERVAVR-179A HEATING COILVHCV-179B 2-WAY ELECTRIC MODULATING 0.5 335% PROPYLENE GLYCOL HEATINGWATERVAVR-179B HEATING COILVHCV-179C 2-WAY ELECTRIC MODULATING 0.5 335% PROPYLENE GLYCOL HEATINGWATERVAVR-179C HEATING COILVHCV-179D 2-WAY ELECTRIC MODULATING 0.5 335% PROPYLENE GLYCOL HEATINGWATERVAVR-179D HEATING COILVHCV-181 2-WAY ELECTRIC MODULATING 1.3 335% PROPYLENE GLYCOL HEATINGWATERVAVR-181 HEATING COILVHCV-189 2-WAY ELECTRIC MODULATING 1.9 335% PROPYLENE GLYCOL HEATINGWATERVAVR-189 HEATING COILVHCV-189A 2-WAY ELECTRIC MODULATING 1.0 335% PROPYLENE GLYCOL HEATINGWATERVAVR-189A HEATING COILVHCV-205 2-WAY ELECTRIC MODULATING 0.8 335% PROPYLENE GLYCOL HEATINGWATERVAVR-205 HEATING COILVHCV-207 2-WAY ELECTRIC MODULATING 2.9 335% PROPYLENE GLYCOL HEATINGWATERVAVR-207 HEATING COILVHCV-D207 2-WAY ELECTRIC MODULATING 3.1 335% PROPYLENE GLYCOL HEATINGWATERVAVR-D207 HEATING COILVHCV-207A 2-WAY ELECTRIC MODULATING 4.3 335% PROPYLENE GLYCOL HEATINGWATERVAVR-207A HEATING COILVHCV-210A 2-WAY ELECTRIC MODULATING 5.7 335% PROPYLENE GLYCOL HEATINGWATERVAVR-210A HEATING COILVHCV-210B 2-WAY ELECTRIC MODULATING 5.7 335% PROPYLENE GLYCOL HEATINGWATERVAVR-210B HEATING COILVHCV-261 2-WAY ELECTRIC MODULATING 5.3 335% PROPYLENE GLYCOL HEATINGWATERVAVR-261 HEATING COILVHCV-261A 2-WAY ELECTRIC MODULATING 2.2 335% PROPYLENE GLYCOL HEATINGWATERVAVR-261A HEATING COILVHCV-301 2-WAY ELECTRIC MODULATING 1.4 335% PROPYLENE GLYCOL HEATINGWATERVAVR-301 HEATING COILVHCV-303 2-WAY ELECTRIC MODULATING 1.6 335% PROPYLENE GLYCOL HEATINGWATERVAVR-303 HEATING COILSee Section 230900GENERAL NOTES FOR MECHANICAL CONTROLSTYPICAL ATC PANELSENSOR MOUNTING DETAILTYPICAL DAMPER MOTOR DIAGRAMTYPICAL CONTROL VALVE DETAILLOW VOLTAGE TRANSFORMER PANEL LVTPBUILDING HVAC CONTROL SYSTEMS ONE- LINE DIAGRAMVAV COOLING WITH TERMINALREHEAT CONTROL DIAGRAMEXISTINGAHU-300SYSTEM ATCPANELEXISTING BUILDINGAUTOMATION SYSTEMCV-XXPRESSURE SWITCHES, ELECTRIC OPERATED VALVES, ETC. ARE THE RESPONSIBILITY OF DIVISION 23.ATC PANELS, SENSORS, ETC, AS INDICATED ON THE PLANS ALL IN ACCORDANCE WITH DIVISION 26.ANY QUESTION OF RESPONSIBILITY SHALL BE CLARIFIED BY THE GENERAL CONTRACTORTHE CONTROLS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR CONTROL SYSTEMS CIRCUITS.THE CONTROLS CONTRACTOR SHALL ROUTE ALL CONDUIT FOR MECHANICAL CONTROLS, PULL WIRING REQUIREDFOR MECHANICAL CONTROLS THROUGH THE CONDUITS AND MAKE CONNECTIONS TO MECHANICAL EQUIPMENT,THROUGH THE CONTROL DEVICE AND BACK TO THE JUNCTION BOX.CONTROLS CONTRACTOR SHALL INTERRUPT THE CIRCUIT IN THE MECHANICAL EQUIPMENT JUNCTION BOX, WIRETHE ELECTRICIAN SHALL RUN AND CONNECT ALL WIRING AND DEVICES 120 VOLTS AND ABOVE WHICH POWERAUXILIARY RELAYS, LOW VOLTAGE TRANSFORMERS, CONTROL PANEL SWITCHES AND DEVICES, THERMOSTATS,ALL WIRING SHALL TERMINATE AT LABELED TERMINAL STRIPS.10.9.8.CONTROLS CONTRACTOR (DIV 23).PRODUCTS AND PRACTICES SHALL BE SIMILAR FOR ALL INSTALLATIONS.RESPONSIBILITY OF DIVISION 26.BREAKERS AND DISCONNECTS, AUXILIARY CONTACTS, STANDARD PILOT LIGHTS AND MAGNETIC STARTERS ARE THEGENERAL CONTRACT. OF SPECIFIC CONCERN ARE THE CONTROL SYSTEMS RELATED TO MECHANICAL EQUIPMENT.RESPONSIBILITY FOR THE CONTROL WORK IS DIVIDED BETWEEN THE PROJECT ELECTRICIAN (DIV. 26) AND A SPECIALTYALL ELECTRICAL INSTALLATION, BE IT POWER DISTRIBUTION OR SPECIAL SYSTEMS, IS INCLUDED IN THE SCOPE OF THETHE ELECTRICIAN SHALL PROVIDE ALL POWER TO AND THROUGHOUT THE BUILDING, TO INCLUDE MOTOR CONTROLALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH DIVISION 26 AND TO THE FULLEST EXTENT POSSIBLE,CENTERS, BREAKER PANELS AND ALL OTHER SYSTEMS DESIGNATED TO THE ELECTRICIANS.MOTORS AND OTHER MECHANICAL DEVICES. WHERE CONTROL DEVICES ARE LOCATED IN POWER CIRCUIT, THE7.6.5.4.3.2.1.CONTACTTRANSFORMERRCR120/60/1 POWERFUSESURGEOUTLETSUPPRESSORON/OFFSWITCHHNHCONTROLLERS,DIRECT DIGITALFOR QUANTITYFIRE ALARMSEE DRAWINGSLIGHTPILOTDDCR CDDCINDDCDDCDDCDDCOUTCTQUANTITY AS REQUIREDCOMMUNICATIONS CABLINGSCALE NONE:BY DIV. 26FLOORUP WITH LIGHT SWITCHSENSOR SHALL LINECONCRETE BLOCK OR STUD WALLSTUD SPACE FIELD COORDINATE WITHCONCRETE WALL OR CONCEALED WITHINCONTROL CONDUIT EMBEDDED WITHINELBOWRADIUS ELBOWNOMINAL 2"x4"x2Ð" DEEPROOM SENSOR OR SWITCH48"„J-BOXNOTE:WALL CONSTRUCTIONSCALE NONE:90 SHORT2 POSITION ORDAMPER MOTORDMCONTROL SIGNALFROM DDC PANELMODULATING AS SHOWNSCALE NONE:FROM DDC PANELCONTROL SIGNALCONTROL VALVE2 OR 3-WAY AS SHOWN2 POSITION OR MODULATING AS SHOWNSCALE: NONE120/60/1 POWERTRUNKCOMMUNICATIONDDC CONTROLLERCTHRFIRE ALARM CONTACTTRANSFORMER,QUANTITY ASREQUIREDBY DIV. 26NSCALE NONE:SCALE NONE:LEVEL 2ROOF LEVELBY DIV. 26120V POWER(TYP)LEVEL 1CONTROLLERVAVRCONTROLLERVAVREXTEND TO ADD.CONTROLLERS ASREQUIREDSCALE NONE:24 VOLT WIRINGTO TRANSFORMERIN LVTPWALL SENSORCONTROLLER(TYPICAL)DDCCONTROL VALVE HWS HWRTEMPERATUREVELOCITY SENSORTEMPERATURE/MAIN COMMUNICATION TRUNKVSDMCTDAMPER MOTORAIR SENSORDISCHARGEAI AIAI AOAOSEE SCHEDULE.2-WAYDUAL COMMUNICATIONFOR LOCATIONDUAL THERMISTOR WALLSENSOR, SEE DRAWINGSDORSMART IIDVAVRCONTROLLERRS-485 BACNETCOMMUNICATION TRUNKLOW VOLTAGE CONTROLWIRING FROM LVTP, TYP.AHU-400A SYSTEM ATC PANELAHU-400B SYSTEM ATC PANELRS-485 BACNETCOMMUNICATIONTRUNKEXTEND TO EXISTING BUILDINGAUTOMATION SYSTEMVHCV-EXTEND TO EXISTING BUILDINGAUTOMATION SYSTEM CURRENTLYEXTENDED TO AHU-3002"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:08 PMMI601MECHANICALCONTROLDIAGRAMS200541 10/30/20 ADD #1 ^fo=e^kaifkd=pvpqbj=^erJQMM^=`lkqoli=af^do^j^fo=e^kaifkd=pvpqbj=^erJQMM^pb`qflk=^J^R GR RR GR RFREQUENCY INPUT FROM SF-400A CONTROLLER SCP-400AAFAULT ALARM FROM SF-400A CONTROLLER SCP-400AACC-400A CHILLED WATER RETURN TEMPERATUREAHU-400A SUPPLY AIR TEMPERATUREAHU-400A MIXED AIR TEMPERATUREAID10AIAIDIDIDITRANSFORMERIN ATCAIAIDI24 VOLTAID4AOOUTPUT TO SF-400A CONTROLLER SCP-400AAD5D6MAIN COMMUNICATIONSTART/STOP SF-400A CONTROLLER SCP-400AATRUNK CABLEDOD1AOAOD3D2CTMODULATE HEATING WATER VALVE HCV-400AMODULATE CHILLED WATER VALVE CCV-400AMOUNTED INSIDE UNIT CONTROL PANELDIRECT DIGITAL CONTROLLER(S)QUANTITY AS REQUIRED--AI AODO-- SPARE DIGITAL OUTPUT (2 SUCH)SPARE ANALOG OUTPUTSPARE DIGITAL INPUT (3 SUCH)SPARE ANALOG INPUT (2 SUCH)AOAORRF-400A INLET LOW DUCT STATIC PRESSURE 1AHU-400A CO LEVELAHU-400A RETURN AIR TEMPERATUREMODULATE RETURN AIR DAMPER RAD-400AMODULATE OUTSIDE AIR DAMPER OAD-400AD11D12AIAIAHU-400A VOC LEVELD13AISCALE: NONED14D15D16D172SF-400A FAN NO. 1 STATUSSF-400A FAN NO. 2 STATUSDID21D22DID20D19D18DIOUTPUT TO RRF-400A CONTROLLER SCP-400ABSTART/STOP RRF-400A CONTROLLER SCP-400ABDOD7AOAOD9D8MODULATE RELIEF AIR DAMPER RED-400AEAST FIELD HOUSE SPACE TEMPERATUREAIDIDIVFD ALARMCONTACT CLOSURERSUPPLY FAN VFD ENABLESSPEEDRSEE DIV. 26208/60/3POWERRSMOKE DETECTORSHANDLING SYSTEM AND BUILDING ZONESMOKE DETECTORS SERVING THE AIRPANEL BASED ON SIGNAL FROM DUCTFIRE ALARM FROM BUILDING FIRE ALARMDISCONNECTCONTACTSTART/STOPRELAYSINTERLOCKRELAYSSAFETYSR4A-2FED THROUGH FAN WALLAND SPEED OUTPUTS FROM/TOSUPPLY FAN VFD'S (TYP. OF 6)SPEED AND ALARM STATUS INPUTSCONTROLLER (TYP. OF 6)D7D8D20D21208/60/3 POWER TO VFDSSEE DIVISION 26(TYPICAL OF 6)HANDOFFAUTOPOWERON ENABLEVFDEXTERNALFAULTVFDFAULTRETURN/RELIEF FAN VFD'S(TYP. OF 6)FAN WALL CONTROLLERFAN VFD STATUS TOFAN WALL CONTROLLERSPEED CONTROL FROMCONTACT CLOSURERRRF400AMOTORS (TYP. OF 6)SEE DIV. 26208/60/3POWERDISCONNECTRCONTACTSTART/STOPVFD ALARM TO FANWALL CONTROLLERRETURN/RELIEF FAN WALLSR-4A SAFETIES CIRCUITSRSAFETIES RELAY4ALOW DUCT STATIC 1FREEZE STATSR4A-1 SR4A-3D30VFD ALARMCONTACT CLOSURERSPEEDRSEE DIV. 26208/60/3POWERRSMOKE DETECTORSHANDLING SYSTEM AND BUILDING ZONESMOKE DETECTORS SERVING THE AIRPANEL BASED ON SIGNAL FROM DUCTFIRE ALARM FROM BUILDING FIRE ALARMDISCONNECTCONTACTSTART/STOPSUPPLY FAN WALL SF-400A CONTROLLER SCP-400AARELAYSINTERLOCKRELAYSSAFETYSR4A-1D1D2D1D2HANDOFFAUTOPOWERON ENABLEVFDEXTERNALFAULTVFDFAULTSUPPLY FAN VFD'S(TYP. OF 6)FAN WALL CONTROLLERFAN VFD STATUS TOFAN WALL CONTROLLERSPEED CONTROL FROMCONTACT CLOSURERSF400ASEE DIV. 26208/60/3POWERDISCONNECTRCONTACTSTART/STOPVFD ALARM TO FANWALL CONTROLLERCHWRCHWSSD3D3D1C.S.D19(TYP. OF 3)OUTSIDERED400AFS400ACC400ASF400ALDSD8D18SR4A-2LOW DUCT STATIC 2HIGH DUCT STATICRELAY CIRCUITSUPPLY FAN WALLMOTORS (TYP. OF 6)SPEED AND ALARM STATUS INPUTSAND SPEED OUTPUTS FROM/TORETURN/RELIEF FAN VFD'S (TYP. OF 6)RETURN/RELIEF FAN VFDENABLES FED THROUGH FANWALL CONTROLLER (TYP. OF 6)208/60/3 POWER TO VFDSSEE DIVISION 26 (TYP. OF 6)EAST FIELD HOUSES D29SPACE TEMPERATURED28INSIDEOUTSIDEDWYER 602-2EAST FIELD HOUSE SPACE DIFFERENTIAL PRESSURELOCATE AS DIRECTED IN FIELDBY MECHANICAL ENGINEERNOTE:WIRING BETWEEN RESPECTIVE FAN WALLCONTROLLER AND RELATED SUPPLY FAN VFDS ISFACTORY WIRED.EAST FIELD HOUSE SPACE STATICSR 4A-3 STATUSFREQUENCY INPUT FROM RRF-400A CONTROLLER SCP-400ABFAULT ALARM FROM RRF-400A CONTROLLER SCP-400ABREF-400A FAN NO.1 STATUS C.S.REF-400A FAN NO.2 STATUS C.S.DPD13FZDPD12HDSD6LDSD7HC400ARRF400AAACCV-400ASD5DMD5RAD400AD4D5D6D1D3D2D7D9D8D24DIDID25D26DIDID27DID28D29D30DIAIAID23RRF-400A OUTLET HIGH DUCT STATIC PRESSURESF-400A LOW DUCT STATIC PRESSURE 2RRF-400A DISCHARGE PLENUM D.P.FILTER FS-400A DIFFERENTIAL PRESSURESF-400A FAN NO. 3 STATUSSF-400A FAN NO. 4 STATUSSF-400A FAN NO. 5 STATUSSF-400A FAN NO. 6 STATUSDIDIDIDIREF-400A FAN NO.3 STATUS C.S.REF-400A FAN NO.4 STATUS C.S.REF-400A FAN NO.5 STATUS C.S.REF-400A FAN NO.6 STATUS C.S.RETURN/RELIEF FAN WALL RRF-400ACONTROLLER SCP-400ABDMD9HWRHWSD4HCV-400AD17D1C.S.D16(TYP. OF 3)D15D14SD5D7C.S.D24(TYP. OF 3)D23D22D7C.S.D27(TYP. OF 3)D26D25RAOAD400AAIR DAMPERRETURNAIR DAMPERRELIEFAIR DAMPERRETURN/RELIEFFAN WALLFILTERSECTIONHEATINGCOILCOOLINGCOILSUPPLYFAN WALLAHU-400A OUTSIDE AIRFLOW VOLUMEAID31DMD6AFMD31AFM400AAIR FLOWMETERSAAQD10 D11SDSD4SD9SD2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:08 PMMI602MECHANICALCONTROLDIAGRAMS20054 ^fo=e^kaifkd=pvpqbj=^erJQMM_=`lkqoli=af^do^j^fo=e^kaifkd=pvpqbj=^erJQMM^pb`qflk=^J^aovbo=bue^rpq=c^k=`lkqoli=af^do^jR GR RR GR RFREQUENCY INPUT FROM SF-400B CONTROLLER SCP-400BAFAULT ALARM FROM SF-400B CONTROLLER SCP-400BACC-400B CHILLED WATER RETURN TEMPERATUREAHU-400B SUPPLY AIR TEMPERATUREAHU-400B MIXED AIR TEMPERATUREAIE10AIAIDIDIDITRANSFORMERIN ATCAIAIDI24 VOLTAIAOOUTPUT TO SF-400B CONTROLLER SCP-400BAMAIN COMMUNICATIONSTART/STOP SF-400B CONTROLLER SCP-400BATRUNK CABLEDOAOAOCTMODULATE HEATING WATER VALVE HCV-400BMODULATE CHILLED WATER VALVE CCV-400BMOUNTED INSIDE UNIT CONTROL PANELDIRECT DIGITAL CONTROLLER(S)QUANTITY AS REQUIRED--AI AODO-- SPARE DIGITAL OUTPUT (2 SUCH)SPARE ANALOG OUTPUTSPARE DIGITAL INPUT (3 SUCH)SPARE ANALOG INPUT (2 SUCH)AOAORRF-400B INLET LOW DUCT STATIC PRESSURE 1AHU-400B CO LEVELAHU-400B RETURN AIR TEMPERATUREMODULATE RETURN AIR DAMPER RAD-400BMODULATE OUTSIDE AIR DAMPER OAD-400BE11E12AIAIAHU-400B VOC LEVELE13AISCALE: NONEE14E15E16D172SF-400B FAN NO. 1 STATUSSF-400B FAN NO. 2 STATUSDIE21E22DIE20E19E18DIOUTPUT TO RRF-400B CONTROLLER SCP-400BBSTART/STOP RRF-400B CONTROLLER SCP-400BBDOAOAOMODULATE RELIEF AIR DAMPER RED-400BWEST FIELD HOUSE SPACE TEMPERATUREAIDIDIVFD ALARMCONTACT CLOSURERSUPPLY FAN VFD ENABLESSPEEDRSEE DIV. 26208/60/3POWERRSMOKE DETECTORSHANDLING SYSTEM AND BUILDING ZONESMOKE DETECTORS SERVING THE AIRPANEL BASED ON SIGNAL FROM DUCTFIRE ALARM FROM BUILDING FIRE ALARMDISCONNECTCONTACTSTART/STOPRELAYSINTERLOCKRELAYSSAFETYSR4B-2FED THROUGH FAN WALLAND SPEED OUTPUTS FROM/TOSUPPLY FAN VFD'S (TYP. OF 6)SPEED AND ALARM STATUS INPUTSCONTROLLER (TYP. OF 6)E7E8E20E21208/60/3 POWER TO VFDSSEE DIVISION 26(TYPICAL OF 6)HANDOFFAUTOPOWERON ENABLEVFDEXTERNALFAULTVFDFAULTRETURN/RELIEF FAN VFD'S(TYP. OF 6)FAN WALL CONTROLLERFAN VFD STATUS TOFAN WALL CONTROLLERSPEED CONTROL FROMCONTACT CLOSURERRRF400BMOTORS (TYP. OF 6)SEE DIV. 26208/60/3POWERDISCONNECTRCONTACTSTART/STOPVFD ALARM TO FANWALL CONTROLLERRETURN/RELIEF FAN WALLSR-4B SAFETIES CIRCUITSRSAFETIES RELAY4BLOW DUCT STATIC 1FREEZE STATSR4B-1 SR4B-3E30VFD ALARMCONTACT CLOSURERSPEEDRSEE DIV. 26208/60/3POWERRSMOKE DETECTORSHANDLING SYSTEM AND BUILDING ZONESMOKE DETECTORS SERVING THE AIRPANEL BASED ON SIGNAL FROM DUCTFIRE ALARM FROM BUILDING FIRE ALARMDISCONNECTCONTACTSTART/STOPSUPPLY FAN WALL SF-400B CONTROLLER SCP-400BARELAYSINTERLOCKRELAYSSAFETYSR4B-1E1E2E1E2HANDOFFAUTOPOWERON ENABLEVFDEXTERNALFAULTVFDFAULTSUPPLY FAN VFD'S(TYP. OF 6)FAN WALL CONTROLLERFAN VFD STATUS TOFAN WALL CONTROLLERSPEED CONTROL FROMCONTACT CLOSURERSF400BSEE DIV. 26208/60/3POWERDISCONNECTRCONTACTSTART/STOPVFD ALARM TO FANWALL CONTROLLERCHWRCHWSSE3E3E1C.S.E17(TYP. OF 3)DME6RED400BRELIEFAIR DAMPERFS400BFILTERSECTIONCC400BCOOLINGCOILSF400BSUPPLY AIRFAN WALLLDSE8E18SR4B-2LOW DUCT STATIC 2HIGH DUCT STATICRELAY CIRCUITSUPPLY FAN WALLMOTORS (TYP. OF 6)208/60/3 POWER TO VFDSSEE DIVISION 26 (TYP. OF 6)RETURN/RELIEF FAN VFDENABLES FED THROUGH FANWALL CONTROLLER (TYP. OF 6)SPEED AND ALARM STATUS INPUTSAND SPEED OUTPUTS FROM/TORETURN/RELIEF FAN VFD'S (TYP. OF 6)WEST FIELD HOUSES E29SPACE TEMPERATUREE28INSIDEOUTSIDEDWYER 602-2WEST FIELD HOUSE SPACE DIFFERENTIAL PRESSURELOCATE AS DIRECTED IN FIELDBY MECHANICAL ENGINEERNOTE:WIRING BETWEEN RESPECTIVE FAN WALLCONTROLLER AND RELATED SUPPLY FAN VFDS ISFACTORY WIRED.WEST FIELD HOUSE SPACE STATICSR 4B-3 STATUSFREQUENCY INPUT FROM RRF-400B CONTROLLER SCP-400BBFAULT ALARM FROM RRF-400B CONTROLLER SCP-400BBREF-400B FAN NO.1 STATUS C.S.REF-400B FAN NO.2 STATUS C.S.DPE13FZDPE12HDSE6LDSE7HC400BHEATINGCOILRRF400BRETURN/RELIEFAIR FAN WALLAACCV-400BSE5DME5RAD400BRETURNAIR DAMPERE4E5E6E1E3E2E7E9E8E24DIDIE25E26DIDIE27DIE28E29E30DIAIAIE23RRF-400B OUTLET HIGH DUCT STATIC PRESSURESF-400B LOW DUCT STATIC PRESSURE 2RRF-400B DISCHARGE PLENUM D.P.FILTER FS-400B DIFFERENTIAL PRESSURESF-400B FAN NO. 3 STATUSSF-400B FAN NO. 4 STATUSSF-400B FAN NO. 5 STATUSSF-400B FAN NO. 6 STATUSDIDIDIDIREF-400B FAN NO.3 STATUS C.S.REF-400B FAN NO.4 STATUS C.S.REF-400B FAN NO.5 STATUS C.S.REF-400B FAN NO.6 STATUS C.S.RETURN/RELIEF FAN WALL RRF-400BCONTROLLER SCP-400BBDME9HWRHWSE4HCV-400BE19E1C.S.E14(TYP. OF 3)E15 E16SE4E7C.S.E22(TYP. OF 3)E23 E24E7C.S.E25(TYP. OF 3)E26 E27E4E5E6E1E3E2E7E9E8AHU-400B OUTSIDE AIRFLOW VOLUMEAIE31OUTSIDEOAD400BAIR DAMPERAFME31AFM400BAIR FLOWMETERRASAAQE10E7SDSE4SE9SDDRYER NO. 1 STATUS C.S.E32DIDRYER NO. 2 STATUS C.S.DIE33DRYER NO. 1 DUCT PRESSUREE34AIDRYER NO. 2 DUCT PRESSUREAIE35DEF-1 STATUS C.S.E36DIDEF-2 STATUS C.S.DIE37START / STOP DEF-1DODOSTART / STOP DEF-2E11E10SCALE: NONEDRYER NO. 2C.S.E33POWER FEEDPE35C.S.E37SEE DIV. 26120/60/1POWERRE11DEF2DRYER NO. 2C.S.E32POWER FEEDPE34C.S.E36SEE DIV. 26120/60/1POWERRE10DEF12"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:08 PMMI603MECHANICALCONTROLDIAGRAMS20054 INSTALL VALVES AS CLOSE TO COIL AS POSSIBLESHALL BE INSTALLED WITHIN 2'-0" OF VALVENOTES:VALVES2.1.BCOPPER PIPECOPPER TEE W/ THREADEDINSERT & P/T PLUG, (TYP.)ASUPPLY WATER TO BECONNECTED TO AIRLEAVING SIDE OF COILRETURN WATER TO BEENTERING SIDE OF COILCONNECTED TO AIRVENT HEADER1/2" BALL VALVE FOR EACHMANUAL AIR VENT, PROVIDEUNION (TYPICAL)VALVE WITH UNION ENDS2-WAY MODULATING CONTROLA(REFRIGERATION FLARE CONN.AT RATED FLOWVENTURI FOR 20" TO 50" W.G. ƒPWILL NOT BE ACCEPTED). SELECTVENTURI W/ SCHRADER VALVESW/ MEMORY STOP & INDICATOR,FLOWSET ACCUSETTER VALVEHOSE END & CAP1/2" BALL VALVE WITHBALL VALVE (TYPICAL)THREADED TO SWEAT CONN.(TYPICAL)BCOPPER PIPEAIR FLOWHWSMIN. 5 PIPE DIAMETERSREDUCERHWRTHREADED TO SWEAT CONN.COPPER TEE W/ THREADED3-WAY MODULATING CONTROLSHALL BE INSTALLED WITHIN 2'-0" OF VALVEINSTALL VALVES AS CLOSE TO COIL AS POSSIBLELEAVING SIDE OF COILSUPPLY WATER TO BECONNECTED TO AIRNOTES:VALVES1.2.B C&VALVE WITH UNION ENDS1/2" BALL VALVE FOR EACHMANUAL AIR VENT, PROVIDERETURN WATER TO BEENTERING SIDE OF COILVENT HEADERCONNECTED TO AIRUNION (TYPICAL)(TYPICAL)INSERT & P/T PLUG, (TYP.)COPPER PIPEHOSE END & CAP1/2" BALL VALVE WITHBALL VALVE (TYPICAL)COPPER PIPEBAHWSCOPPER PIPEINDICATORMEMORY STOP ANDBALL VALVE WITHCAIR FLOWW/ MEMORY STOP & INDICATOR,AT RATED FLOW(REFRIGERATION FLARE CONN.VENTURI W/ SCHRADER VALVESFLOWSET ACCUSETTER VALVEMIN. 5 PIPE DIAMETERSAHWRREFER TO DRAWING MI601 FOR CONTROL VALVE SCHEDULE.3.SYSTEMSIDEEQUIPMENTSIDEREDUCER, TYPICALBOTH SIDESUNIONMETER CONNECTIONPOINTSCIRCUIT BALANCEVALVEWALLS, USE ASG ACOUSTICAL SEALANT.FOR PENETRATIONS THROUGH SOUNDNOTE:STANDARD WEIGHT STEEL PIPESLEEVE OF SIZE TO PASS PIPEFINISHED ESCUTCHEON PLATEFLUSH AGAINST WALL AND OFSIZE TO COMPLETELY COVEROPENINGFINISHED WALL SURFACEPIPING EXPOSED TO VIEWCONCEALED PIPINGTERMINATE SLEEVE FLUSH WITHFINISHED WALL SURFACESSEAL OR CAULK SLEEVES THRUFIRE WALLS IN A SMOKE TIGHTMANNERPIPE AND INSULATION TO BECENTERED IN SLEEVE-DO NOTSUPPORT PIPE FROM SLEEVEINTERIOR WALLS~~~MAPLE OR CALCIUMINSULATIONPIPEDOUBLE NUT HANGERROD. TYPICAL"UNISTRUT" 1-5/8"CONCRETETO PIPE TRAPEZE OR SPLITSTRUCTURE TYPECONCRETERING HANGER, EQUIP, ORFASTEN CHANNEL2-HILTI DS POWER ACUATED2-1/2" DIA. HILTI KWIK BOLT IIFASTENERS W/ 3/4" PENETRATIONUNISTRUT 1-5/8" CHANNEL FOR LOADING UP TO2000 LBS. USE P-1001. MIN. LENGTH IS 8"700LBS. USE P-1000 FOR LOADING UP TOUP TO 400 LBS.400-4000 LBS.FASTENER REQUIREMENTSOVAL DUCTWORKLOADINGSTRUCTURECONCRETEFASTENERSEE SCHEDULEW/ 3-1/2" EMBED.TO STRUCTURE12" LONG SHEETMETAL PROTECTIONSILICATE SADDLE,1" AND SMALLERLOADING IS NOT EXCEEDED. SUPPORT FROM STRUCTURE PANEL POINTS.FOR TRAPEZE HANGERS SHALL NOT EXCEED THE TOTAL LOADING INDICATED.IF SMALLER ROD SIZE IS USED, DECREASE MAXIMUN SPACING SO THAT TOTALHANGERS SIZES AND SPACING ARE FOR SINGLE PIPES. HANGER ROD LOADINGNOTE:14"5" - 8"10" - 12"1-1/4" - 2"2-1/2" - 4"PIPE SIZESLEEVEWEIGHT/FT. TOTAL16202081012100/2000126/252250/8002.5/2020/2406/60TRAPEZE HANGERMAX. SPACINGPIPE LOADUP TO 2000 LBS. USEP-1000, FOR LOADINGUP TO 700 LBS. USECHANNEL-FOR LOADINGP-1001.7/8"7/8"3/8"3/8"5/8"7/8"SPLIT RING HANGERROD SIZECINCH ANCHORSTHRU-BOLTCINCH ANCHORSANGLEADJUSTABLEPIPE STANDRODSTEEL PLATEBLOCK WALLWELDED STEELWALL BRACKETU-BOLTSTEEL STRAPTURNBUCKLEEYE BOLTSOR BEAM/TRUSSU-BOLTSWALL BRACKETSTEEL OFFSETEYE BOLTPIPE CLAMPTURNBUCKLERODCONNECTIONINSERTSCLAMPSI-BEAMANGLEOR BEAM/TRUSSCONNECTIONRODU-BOLTSINSERTSNOTE:WHERE PIPES ARE INSULATED, THE INSULATIONIS TO PASS THROUGH THE CLAMP WITH EITHERCALCIUM SILICATE BLOCKERS OR INSULATIONSHIELDS AS REQUIRED.2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:09 PMMP501MECHANICALPIPINGDETAILS20054SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501OJt^v=eb^qfkd=`lfi=mfmfkdp`ebj^qf`1111SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501PJt^v=eb^qfkd=`lfi=mfmfkdp`ebj^qf`2222SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501`fo`rfq=_^i^k`fkd=s^isb=abq^fi3333SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501mfmb=mbkbqo^qfkd=abq^fi4444SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501mfmb=e^kdbo=abq^fi5555SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP501MP501MP501MP501qvmf`^i=mfmb=prmmloqp=abq^fi6666 EXISTING BUILTUP FAN SYSTEMEXISTING BUILTUP FAN SYSTEM70 GPM70 GPM70 GPM70 GPM70 GPM70 GPMSSSSSSSSSSSSSSSSUNDER GROUND FROM(E) 8" CHWSTANK(E) EXPANSION(E) 8" CHWR(E) AIR ELIMINATOR(E) 6" CHWS(E) 6" CHWS(E) COOLING COIL(E) 3"(E) 8" CHWREXISTINGBTU METERBY DIV. 1600120/60/1(E) COOLING COIL6"8"(E) CHILLED WATER PIPINGCENTRAL ENERGY FACILITYVIA I-CENTER(E) 8" CHWS(E) 6" CHWR(E) 1"(E) 1"(E) 6"(E) 6"(E) 4"(E) 3"210 GPM210 GPM3"90.5 GPM90.5 GPM4"4"3"90.5 GPM90.5 GPM4"4"(E) 8" CHWS(E) 4" CHWR(E) 6" CHWR(E) 6" CHWS(E) 6" CHWS(E) 6" CHWR2-1/2"43 GPM2-1/2"(E) 6"(E) 6" CHWS/R(E) COOLING COILEXISTING PACKAGED AIR HANDLING UNIT AHU-200(E) COOLING COILEXISTING PACKAGED AIR HANDLING UNIT AHU-100(E) COOLING COILEXISTING PACKAGED AIR HANDLING UNIT AHU-3004" CHWR4" CHWS(E) 4" CHWS/R TOEXISTING AIRHANDLER ON LOWERLEVEL (56 GPM)4" CHWR4" CHWS2-1/2"44.5 GPM44.5 GPM4"CC400BCOOLING COIL89 GPMAHU400BPACKAGED AIRHANDLING UNIT4"CCV-400BBALANCE AT 89 GPM2-1/2"44.5 GPM44.5 GPM4"CC400ACOOLING COIL89 GPMAHU400APACKAGED AIRHANDLING UNIT4"CCV-400ABALANCE AT 89 GPM6" CHWR6" CHWS(ROOFTOP)(ROOFTOP)CORE DRILL, SLEEVE ANDSEAL ROOF STRUCTURE.COORDINATE WITH GENERALCONTRACTOR FOR ROOFWORK.CORE DRILL, SLEEVE ANDSEAL ROOF STRUCTURE.COORDINATE WITH GENERALCONTRACTOR FOR ROOFWORK.GENERAL NOTE:SEE MI6xx SHEETS FOR CONTROL INTERFACE2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:09 PMMP601CHILLEDWATERFLOWDIAGRAM20054SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP601MP601MP601MP601`efiiba=t^qbo=cilt=af^do^j1111 63 GPM47 GPM23.5 GPM23.5 GPM(E) HEATING COIL(E)2-1/2"EXISTING BUILTUP FAN SYSTEMEXISTING BUILTUP FAN SYSTEM(E)PIPING ANDVALVES(E)COIL CONTROLVALVE(E)4"HWS(E)4"HWR(E)PRESSURECONTROL VALVE(E)HEATING WATERCIRCULATING PUMPS S20MPP47 GPM(E) HEATING COIL23.5 GPM23.5 GPM(E)2-1/2"(E)3"(E)3"(E)4"(E)4"(E)4"(E)4"(E)4"(E)4"(E)6"HWS(E)6"HWR3"3"3"(E)4"HWS(E)4"HWR(E)6"HWS(E)6"HWR(E)4"HWS(E)4"HWR(E)4"HWS(E)4"HWR18.0 GPM(E) 2"(E) 2"(E) 1"(E) 1"(E) HEATING COIL(E)COIL CONTROLVALVEEXISTING PACKAGED AIR HANDLING UNIT AHU-100(E) 4"1" HWS/R TO CABINET HEATERIN HANDBALL STAIRWAYEXISTING BUILTUP FAN SYSTEM AHU-300(E) HEATING COIL(E)4"HWS(E)4"HWRAHU400BHC400BHEATING COILSET AT 39.0 GPM2-1/2" HWR2-1/2" HWSHCV-400B38.5 GPMPACKAGED AIRHANDLING UNIT(ROOFTOP)19.25 GPM2-1/2"19.25 GPM2"AHU400AHC400AHEATING COILSET AT 39.0 GPMHCV-400A38.5 GPMPACKAGED AIRHANDLING UNIT(ROOFTOP)19.25 GPM2-1/2"19.25 GPM2"2-1/2"2-1/2"4" HWR4" HWSEXISTING HEATING WATER PIPINGRUNS ACROSS MAIN GYM INCEILING SPACECORD DRILL, SLEEVE ANDSEAL ROOF STRUCTURE.COORDINATE WITHGENERAL CONTRACTORFOR ROOF WORK.CORD DRILL, SLEEVE ANDSEAL ROOF STRUCTURE.COORDINATE WITHGENERAL CONTRACTORFOR ROOF WORK.GENERAL NOTE:SEE MI6xx SHEETS FOR CONTROL INTERFACE2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.comwww.ffkr.comwww.ffkr.comwww.ffkr.com05/16/2016 JWS PROJECT NUMBER11/30/2020 1:25:09 PMMP602HEATINGWATERFLOWDIAGRAM20054SCALE: NONESCALE: NONESCALE: NONESCALE: NONEMP602MP602MP602MP602eb^qfkd=t^qbo=cilt=af^do^j1111 _^`hcilt=mobsbkqbo=p`ebaribt^qbo=e^jjbo=^oobpqbo=p`ebaribWHA4.5.6.3.2.1.GVTRCOWCORDFCOFSFDNICCWV(E)mirj_fkd=^__obsf^qflkpqebojlpq^qf`=jfufkd=s^isbmirj_fkd=cfuqrob=p`ebaribmirj_fkd=pvj_li=ibdbkadbkbo^i=mirj_fkd=klqbpDIRECT WASTEDESCRIPTIONWALL CLEAN OUTSOIL / WASTECLEAN OUTDOMESTIC COLD WATERDOMESTIC HOT WATERDESCRIPTIONVENT THROUGH ROOFVTRDHWSYMBOLDCWCOSYMBOLWCOVWVENTDW10(PSI)DIFFERENTIALPRESSUREALLOWABLEMANUFACTURERAND MODEL NO.SYMBOLMV-1 MECHANICAL ROOMLOCATIONPOWERS - MM432FLOW24(GPM)RATEREMARKSINLET/OUTLETHOT WATERTEMP. ( F)40/110SIZEOUTLETINLETSIZE-LAVATORY - COUNTER MOUNT - ADA COMPLIANTFLOOR DRAIN - 6" SQUARE STAINLESS STEEL STRAINERWALL CLEAN OUTCLEAN OUT TO FLOORCOTFWCOFD-1DESCRIPTIONP-3ASYMBOLP-1A2"HOTCOLD1"WASTE3"2"VENT2"WATER CLOSET - WALL MOUNTED - ADA COMPLIANT3/4"3" 2"2"TRAPINTINTURINAL - WALL MOUNTED - STANDARDP-2A1/2"1/2" 1-1/2" 2"1-1/2"P-1B3" 2"WATER CLOSET - WALL MOUNTED STANDARDINT3/4"3" 2"INTURINAL - WALL MOUNTED - ADA COMPLIANTP-2BREMARKSHOSE BIBB - COLD, WITH VACUUM BREAKERHOSE BIBB - HOT, WITH VACUUM BREAKERFLOOR CLEAN OUT, NICKEL BRONZE SCORIATED TOPWALL CLEAN OUT, STAINLESS STEEL ROUND COVERWCOFCOHB-2HB-11/2"LAVATORY - WALL MOUNT - ADA COMPLIANTP-3B1/2"1/2" 1-1/2" 2"1-1/2"TRENCH DRAIN - 6" WIDETD-1-1"SHOWER VALVEP-5A1/2" -SHOWER VALVE, ADA COMPLIANTP-5B1/2" -WASHER BOX CONNECTIONP-61/2" INT1/2"- -3/4"---------------------------------3/4"-------------- - -- - -- 2"-----SWIM SUIT SPIN DRYERP-7- 1-1/4"--2"1-1/4"FIXTURE COUNTFC#TRENCH DRAIN - 6" WIDETD-22"-- - 2" 2"HAND SINK - COUNTER MOUNTEDP-4A1/2" 1/2"2"1-1/2"1-1/2" -LAUNDRY SINK - FLOOR MOUNTEDP-4B1/2" 1/2"2"1-1/2"1-1/2" -FLOOR DRAIN, FLOOR SINK OR ROOF DRAINGAS (NATURAL GAS)DOMESTIC HOT WATERSEWER OR WASTEVENT THROUGH ROOFVENTCOLD WATERTHERMOMETERPRESSURE REDUCING VALVE - (PRV)SAFETY OR RELIEF VALVEFLOOR CLEAN OUTWALL CLEAN OUTCLEAN OUTGAS SHUT OFF VALVE (GAS COCK)DROP IN PIPERISE IN PIPEVALVE IN RISEGAS TYPE WATER HAMMER ARRESTORCAPBALL VALVESYMBOLUNIONDESCRIPTIONALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OFVALVE WITH HAND WHEEL. VALVE SHALL BE BALL TYPE, QUARTER TURN AS APPROVEDALL WALL-HUNG PLUMBING FIXTURES SHALL BE SECURELY ATTACHED TO AND SUPPORTEDTHE CONTRACTOR SHALL VERIFY ALL PLUMBING FIXTURES, EQUIPMENT REQUIREMENTS ANDLOCATIONS, AND ALL RELATED UTILITIES WITH THE MECHANICAL AND ARCHITECTURALPLANS AND SPECIFICATIONS AND SHALL PROVIDE ALL SERVICES AS REQUIRED.BY FLOOR-MOUNTED CARRIERS OF ALL-METAL CONSTRUCTION. FIXTURE HANGERS OR ARMSSHALL BE SUPPORTED FREE OF THE FINISHED WALL. HANGERS SHALL BE BY WADE,EACH INDIVIDUAL FIXTURE SUPPLY SHALL BE PROVIDED WITH A CHROME-PLATED STOPBY ENGINEER. STOPS SHALL BE ON BOTH HOT AND COLD WATER LINES.FIXTURES AND ACCESSORIES SHALL BE AS SPECIFIED. EACH ITEM SHALL BE COMPLETEWITH CHROME-PLATED BRASS TRIM. SEE PLUMBING FIXTURE SCHEDULE.CAULK WITH SILICONE COMPOUND AROUND ALL FIXTURES AT INTERFACE WITH WALLSTHE IDAHO PLUMBING CODE AND/OR LOCAL ORDINANCES.SMITH, JOSAM, OR ZURN.AND/OR FLOOR.NEW CONNECTION SYMBOLNOT IN CONTRACTCOMBINATION WASTE VENTEXISTINGMANUFACTURER/MODEL #WHA-AWHA-BWHA-CPPP SC-500PPP SC-750PPP SC-1000MARKPER PDI STANDARD PDI-WH 201PER PDI STANDARD PDI-WH 201PER PDI STANDARD PDI-WH 2011-1112-3233-601/2"3/4"1"FIXTURE UNITS INLET SIZEREMARKSSEE SPECIFICATION 224200WATER CLOSET - FLOOR MOUNTED, TANK TYPEP-1C3" 2"INT1/2"--SHOWER DRAIN - 6" SQUARE STAINLESS STEEL STRAINERSD2" 2"2" -- -SERVICE SINK - FLOOR MOUNTEDP-83/4" 3"3/4"-2"3"LAUNDRY1-1/4"SERIVCE SIZELF009SNUMBER'WATT'S' MANUFACTURERSYMBOLBFP-1QTY.2SEE SPECIFICATION 230523HUB DRAINHD--- 2" 2" 2"5MV-2 BELOW HAND SINKSBRADLEY - S59-400 .05-2.0 105°ASSE 10701/2" 1/2"TEPID---1/2"1/2"--------------------SHOWER VALVE, ADA COMPLIANTP-5C1/2" 1/2"WITH REMOTE SHOWER----FLOOR SINKFS-13" 2"3" -- - -HEAD. SEE PLAN2"1"0"654321654321EDCBADATEREVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:12:20 AMP-001PLUMBINGSCHEDULESANDDETAILSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO200541 10.30.20 Addendum 12 11.06.20 Addendum 2 11112222333344445555666677778888999910101010111111111212121213131313141414141515151516161616171717171919191920202020212121212222222223232323242424242525252526262626272727272828282829292929AAAABBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLLMMMM18181818PD401PD401PD401PD4011111PD401PD401PD401PD4013333SCALE:SCALE:SCALE:SCALE:PD101PD101PD101PD1011" = 20'1" = 20'1" = 20'1" = 20'----0"0"0"0"ibsbi=N=lsbo^ii=mirj_fkd=abjlifqflk=mi^k11112"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:12:24 AMPD101LEVEL 1OVERALLPLUMBINGDEMOLITIONPLANJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054000010101010202020202020202040404040 11112222333344445555666677778888999910101010111111111212121213131313141414141515151516161616171717171919191920202020212121212222222223232323242424242525252526262626272727272828282829292929AAAABBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLLMMMM18181818PD402PD402PD402PD4023333PD402PD402PD402PD4024444PD403PD403PD403PD4033333SCALE:SCALE:SCALE:SCALE:PD102PD102PD102PD1021" = 20'1" = 20'1" = 20'1" = 20'----0"0"0"0"ibsbi=O=lsbo^ii=mirj_fkd=abjlifqflk=mi^k11112"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:12:34 AMPD102LEVEL 2OVERALLPLUMBINGDEMOLITIONPLANJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054000010101010202020202020202040404040 19191919202020202121212122222222G1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKK18181818111122223333777711112222222222223333333333333333CAPCAPCAPCAPCAPCAPCAPCAPCAPCAPCAPCAP33334444444444441919191920202020C1C1C1C1DDDDD1D1D1D1EEEEFFFFF1F1F1F118181818111122223333444455553333333333333333333311111111222222222222333355555555333333334444444444444444ao^tfkd=klqbp2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:12:48 AMPD401ENLARGEDPLUMBINGDEMOLITIONPLANSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054SCALE:SCALE:SCALE:SCALE:PD401PD401PD401PD4011/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=abjlifqflk=mi^k111100002.52.52.52.55555555510101010SCALE:SCALE:SCALE:SCALE:PD401PD401PD401PD4011/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=abjlifqflk=mi^k333300002.52.52.52.55555555510101010NOTE# DESCRIPTION1111 REMOVE EXISTING LAVATORY AND/ORREMOVE EXISTING LAVATORY AND/ORREMOVE EXISTING LAVATORY AND/ORREMOVE EXISTING LAVATORY AND/ORHAND SINK. CAP ASSOCIATED WATER,HAND SINK. CAP ASSOCIATED WATER,HAND SINK. CAP ASSOCIATED WATER,HAND SINK. CAP ASSOCIATED WATER,WASTE AND VENT PIPING IN CEILINGWASTE AND VENT PIPING IN CEILINGWASTE AND VENT PIPING IN CEILINGWASTE AND VENT PIPING IN CEILINGSPACE AND BELOW FLOOR.SPACE AND BELOW FLOOR.SPACE AND BELOW FLOOR.SPACE AND BELOW FLOOR.2222 REMOVE EXISTING WATER CLOSETREMOVE EXISTING WATER CLOSETREMOVE EXISTING WATER CLOSETREMOVE EXISTING WATER CLOSETAND/OR URINAL CAP ASSOCIATEDAND/OR URINAL CAP ASSOCIATEDAND/OR URINAL CAP ASSOCIATEDAND/OR URINAL CAP ASSOCIATEDWATER, WASTE AND VENT PIPING INWATER, WASTE AND VENT PIPING INWATER, WASTE AND VENT PIPING INWATER, WASTE AND VENT PIPING INCEILING SPACE AND BELOW FLOOR.CEILING SPACE AND BELOW FLOOR.CEILING SPACE AND BELOW FLOOR.CEILING SPACE AND BELOW FLOOR.3333 REMOVE EXISTING FLOOR DRAINREMOVE EXISTING FLOOR DRAINREMOVE EXISTING FLOOR DRAINREMOVE EXISTING FLOOR DRAINAND/OR SHOWER DRAIN AND CAPAND/OR SHOWER DRAIN AND CAPAND/OR SHOWER DRAIN AND CAPAND/OR SHOWER DRAIN AND CAPASSOCIATED WASTE AND VENT PIPINGASSOCIATED WASTE AND VENT PIPINGASSOCIATED WASTE AND VENT PIPINGASSOCIATED WASTE AND VENT PIPINGBELOW FLOOR.BELOW FLOOR.BELOW FLOOR.BELOW FLOOR.4444 NO PLUMBING WORK IN THIS AREANO PLUMBING WORK IN THIS AREANO PLUMBING WORK IN THIS AREANO PLUMBING WORK IN THIS AREAPROTECT DURING CONSTRUCTION.PROTECT DURING CONSTRUCTION.PROTECT DURING CONSTRUCTION.PROTECT DURING CONSTRUCTION.5555 REMOVE EXISTING SHOWER POSTREMOVE EXISTING SHOWER POSTREMOVE EXISTING SHOWER POSTREMOVE EXISTING SHOWER POSTCOMPLETE. REMOVE ASSOCIATEDCOMPLETE. REMOVE ASSOCIATEDCOMPLETE. REMOVE ASSOCIATEDCOMPLETE. REMOVE ASSOCIATEDWATER PIPING BACK TO MAIN ANDWATER PIPING BACK TO MAIN ANDWATER PIPING BACK TO MAIN ANDWATER PIPING BACK TO MAIN ANDCAP IN CEILING SPACE. CAPCAP IN CEILING SPACE. CAPCAP IN CEILING SPACE. CAPCAP IN CEILING SPACE. CAPASSOCIATED WASTE AND VENT PIPINGASSOCIATED WASTE AND VENT PIPINGASSOCIATED WASTE AND VENT PIPINGASSOCIATED WASTE AND VENT PIPINGIN CEILING SPACE AND BELOW FLOOR.IN CEILING SPACE AND BELOW FLOOR.IN CEILING SPACE AND BELOW FLOOR.IN CEILING SPACE AND BELOW FLOOR.6666 NOT USEDNOT USEDNOT USEDNOT USED7777 MOVE EXISTING MIXING VALVE BOXMOVE EXISTING MIXING VALVE BOXMOVE EXISTING MIXING VALVE BOXMOVE EXISTING MIXING VALVE BOXFROM WALL TO NEW LOCATION. SEEFROM WALL TO NEW LOCATION. SEEFROM WALL TO NEW LOCATION. SEEFROM WALL TO NEW LOCATION. SEEREMODEL PLAN 2/PL401. CAPREMODEL PLAN 2/PL401. CAPREMODEL PLAN 2/PL401. CAPREMODEL PLAN 2/PL401. CAPASSOCIATED WATER PREPARATORYASSOCIATED WATER PREPARATORYASSOCIATED WATER PREPARATORYASSOCIATED WATER PREPARATORYFOR NEW CONNECTION ON REMODELFOR NEW CONNECTION ON REMODELFOR NEW CONNECTION ON REMODELFOR NEW CONNECTION ON REMODELPLAN.PLAN.PLAN.PLAN.1 10.30.20 Addendum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^tfkd=klqbp2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:13:01 AMPD402ENLARGEDPLUMBINGDEMOLITIONPLANSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054SCALE:SCALE:SCALE:SCALE:PD402PD402PD402PD4021/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=abjlifqflk=mi^k3333SCALE:SCALE:SCALE:SCALE:PD402PD402PD402PD4021/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=abjlifqflk=mi^k444400002.52.52.52.5555555551010101000002.52.52.52.55555555510101010NOTE# DESCRIPTION1111 REMOVE EXISTING LAVATORY AND/ORREMOVE EXISTING LAVATORY AND/ORREMOVE EXISTING LAVATORY AND/ORREMOVE EXISTING LAVATORY AND/ORHAND SINK AND ASSOCIATED WATER,HAND SINK AND ASSOCIATED WATER,HAND SINK AND ASSOCIATED WATER,HAND SINK AND ASSOCIATED WATER,WASTE AND VENT PIPING COMPLETE.WASTE AND VENT PIPING COMPLETE.WASTE AND VENT PIPING COMPLETE.WASTE AND VENT PIPING COMPLETE.2222 REMOVE EXISTING WATER CLOSETREMOVE EXISTING WATER CLOSETREMOVE EXISTING WATER CLOSETREMOVE EXISTING WATER CLOSETAND/OR URINAL AND ASSOCIATEDAND/OR URINAL AND ASSOCIATEDAND/OR URINAL AND ASSOCIATEDAND/OR URINAL AND ASSOCIATEDWATER, WASTE AND VENT PIPINGWATER, WASTE AND VENT PIPINGWATER, WASTE AND VENT PIPINGWATER, WASTE AND VENT PIPINGCOMPLETE.COMPLETE.COMPLETE.COMPLETE.3333 REMOVE EXISTING FLOOR DRAIN ANDREMOVE EXISTING FLOOR DRAIN ANDREMOVE EXISTING FLOOR DRAIN ANDREMOVE EXISTING FLOOR DRAIN ANDASSOCIATED WASTE AND VENT PIPINGASSOCIATED WASTE AND VENT PIPINGASSOCIATED WASTE AND VENT PIPINGASSOCIATED WASTE AND VENT PIPINGCOMPLETE.COMPLETE.COMPLETE.COMPLETE.4444 CAP EXISTING 4" WASTE PIPING BELOWCAP EXISTING 4" WASTE PIPING BELOWCAP EXISTING 4" WASTE PIPING BELOWCAP EXISTING 4" WASTE PIPING BELOWFLOOR PREPARATORY FOR NEWFLOOR PREPARATORY FOR NEWFLOOR PREPARATORY FOR NEWFLOOR PREPARATORY FOR NEWCONNECTION. SEE REMODEL PLANCONNECTION. SEE REMODEL PLANCONNECTION. SEE REMODEL PLANCONNECTION. SEE REMODEL PLANPL402.PL402.PL402.PL402.5555 REMOVE EXISTING SHOWER POSTREMOVE EXISTING SHOWER POSTREMOVE EXISTING SHOWER POSTREMOVE EXISTING SHOWER POSTCOMPLETE. REMOVE ASSOCIATEDCOMPLETE. REMOVE ASSOCIATEDCOMPLETE. REMOVE ASSOCIATEDCOMPLETE. REMOVE ASSOCIATEDWATER, WASTE AND VENT PIPINGWATER, WASTE AND VENT PIPINGWATER, WASTE AND VENT PIPINGWATER, WASTE AND VENT PIPINGWHERE SHOWN HATCHED.WHERE SHOWN HATCHED.WHERE SHOWN HATCHED.WHERE SHOWN HATCHED.6666 REMOVE EXISTING WASTE, WATER,REMOVE EXISTING WASTE, WATER,REMOVE EXISTING WASTE, WATER,REMOVE EXISTING WASTE, WATER,AND VENT PIPING WHERE SHOWNAND VENT PIPING WHERE SHOWNAND VENT PIPING WHERE SHOWNAND VENT PIPING WHERE SHOWNHATCHED.HATCHED.HATCHED.HATCHED.7777 PROTECT EXISTING 6" WASTE DROP INPROTECT EXISTING 6" WASTE DROP INPROTECT EXISTING 6" WASTE DROP INPROTECT EXISTING 6" WASTE DROP INFLOOR TO LEVEL BELOW.FLOOR TO LEVEL BELOW.FLOOR TO LEVEL BELOW.FLOOR TO LEVEL BELOW.PREPARATORY FOR NEW CONNECTION.PREPARATORY FOR NEW CONNECTION.PREPARATORY FOR NEW CONNECTION.PREPARATORY FOR NEW CONNECTION.SEE REMODEL PLAN PL402.SEE REMODEL PLAN PL402.SEE REMODEL PLAN PL402.SEE REMODEL PLAN PL402.8888 CAP EXISTING WATER PIPING ATCAP EXISTING WATER PIPING ATCAP EXISTING WATER PIPING ATCAP EXISTING WATER PIPING ATAPPROXIMATELY THIS LOCATIONAPPROXIMATELY THIS LOCATIONAPPROXIMATELY THIS LOCATIONAPPROXIMATELY THIS LOCATIONPREPARATORY FOR NEW CONNECTION.PREPARATORY FOR NEW CONNECTION.PREPARATORY FOR NEW CONNECTION.PREPARATORY FOR NEW CONNECTION.SEE REMODEL PLAN PL402.SEE REMODEL PLAN PL402.SEE REMODEL PLAN PL402.SEE REMODEL PLAN PL402.9999 CAP EXISTING 6" WASTE PIPING BELOWCAP EXISTING 6" WASTE PIPING BELOWCAP EXISTING 6" WASTE PIPING BELOWCAP EXISTING 6" WASTE PIPING BELOWFLOOR PREPARATORY FOR NEWFLOOR PREPARATORY FOR NEWFLOOR PREPARATORY FOR NEWFLOOR PREPARATORY FOR NEWCONNECTION. SEE REMODEL PLANCONNECTION. SEE REMODEL PLANCONNECTION. SEE REMODEL PLANCONNECTION. SEE REMODEL PLANPL402.PL402.PL402.PL402.10101010 REMOVE EXISTING MIXING VALVE ANDREMOVE EXISTING MIXING VALVE ANDREMOVE EXISTING MIXING VALVE ANDREMOVE EXISTING MIXING VALVE ANDASSOCIATED PIPING IN WALL.ASSOCIATED PIPING IN WALL.ASSOCIATED PIPING IN WALL.ASSOCIATED PIPING IN WALL.11111111 REMOVE EXISTING DRINKINGREMOVE EXISTING DRINKINGREMOVE EXISTING DRINKINGREMOVE EXISTING DRINKINGFOUNTAIN AND ASSOCIATED PIPINGFOUNTAIN AND ASSOCIATED PIPINGFOUNTAIN AND ASSOCIATED PIPINGFOUNTAIN AND ASSOCIATED PIPINGCOMPLETE.COMPLETE.COMPLETE.COMPLETE.12121212 PROTECT EXISTING WALL HYDRANT INPROTECT EXISTING WALL HYDRANT INPROTECT EXISTING WALL HYDRANT INPROTECT EXISTING WALL HYDRANT INWALL. REMOVE ASSOCIATED WATERWALL. REMOVE ASSOCIATED WATERWALL. REMOVE ASSOCIATED WATERWALL. REMOVE ASSOCIATED WATERSUPPLY IN CEILING SPACESUPPLY IN CEILING SPACESUPPLY IN CEILING SPACESUPPLY IN CEILING SPACEPREPARATORY FOR NEW SUPPLYPREPARATORY FOR NEW SUPPLYPREPARATORY FOR NEW SUPPLYPREPARATORY FOR NEW SUPPLYPIPING. SEE REMODEL PLAN PL402.PIPING. SEE REMODEL PLAN PL402.PIPING. SEE REMODEL PLAN PL402.PIPING. SEE REMODEL PLAN PL402.1 10.30.20 Addendum 12 11.06.20 Addendum 2 131313131414141415151515BBBBCCCCC1C1C1C1DDDD111122223333ao^tfkd=klqbp2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:13:03 AMPD403ENLARGEDPLUMBINGDEMOLITIONPLANSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054SCALE:SCALE:SCALE:SCALE:PD403PD403PD403PD4031/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=abjlifqflk=mi^k333300002.52.52.52.55555555510101010NOTE# DESCRIPTION1111 REMOVE EXISTING LAVATORY AND/ORREMOVE EXISTING LAVATORY AND/ORREMOVE EXISTING LAVATORY AND/ORREMOVE EXISTING LAVATORY AND/ORHAND SINK. CAP ASSOCIATED WATER,HAND SINK. CAP ASSOCIATED WATER,HAND SINK. CAP ASSOCIATED WATER,HAND SINK. CAP ASSOCIATED WATER,WASTE AND VENT PIPING IN CEILINGWASTE AND VENT PIPING IN CEILINGWASTE AND VENT PIPING IN CEILINGWASTE AND VENT PIPING IN CEILINGSPACE AND BELOW FLOOR.SPACE AND BELOW FLOOR.SPACE AND BELOW FLOOR.SPACE AND BELOW FLOOR.2222 REMOVE EXISTING WATER CLOSET ANDREMOVE EXISTING WATER CLOSET ANDREMOVE EXISTING WATER CLOSET ANDREMOVE EXISTING WATER CLOSET ANDCAP ASSOCIATED WATER, WASTE ANDCAP ASSOCIATED WATER, WASTE ANDCAP ASSOCIATED WATER, WASTE ANDCAP ASSOCIATED WATER, WASTE ANDVENT PIPING IN CEILING SPACE ANDVENT PIPING IN CEILING SPACE ANDVENT PIPING IN CEILING SPACE ANDVENT PIPING IN CEILING SPACE ANDBELOW FLOOR.BELOW FLOOR.BELOW FLOOR.BELOW FLOOR.3333 REMOVE EXISTING SINK. CAPREMOVE EXISTING SINK. CAPREMOVE EXISTING SINK. CAPREMOVE EXISTING SINK. CAPASSOCIATED WATER, WASTE ANDASSOCIATED WATER, WASTE ANDASSOCIATED WATER, WASTE ANDASSOCIATED WATER, WASTE ANDVENT PIPING IN WALL.VENT PIPING IN WALL.VENT PIPING IN WALL.VENT PIPING IN WALL.2 11.06.20 Addendum 2 11112222333344445555666677778888999910101010111111111212121213131313141414141515151516161616171717171919191920202020212121212222222223232323242424242525252526262626272727272828282829292929AAAABBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLLMMMM18181818PL401PL401PL401PL4011111PL401PL401PL401PL4012222PL401PL401PL401PL4013333PL401PL401PL401PL4014444SCALE:SCALE:SCALE:SCALE:PL101PL101PL101PL1011" = 20'1" = 20'1" = 20'1" = 20'----0"0"0"0"ibsbi=N=lsbo^ii=mirj_fkd=objlabi=mi^k11112"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:13:06 AMPL101LEVEL 1OVERALLPLUMBINGREMODELPLANJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054000010101010202020202020202040404040 11112222333344445555666677778888999910101010111111111212121213131313141414141515151516161616171717171919191920202020212121212222222223232323242424242525252526262626272727272828282829292929AAAABBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEEFFFFF1F1F1F1GGGGG1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKKLLLLMMMM18181818PL402PL402PL402PL4021111PL403PL403PL403PL4031111PL405PL405PL405PL4051111PL404PL404PL404PL4041111PL402PL402PL402PL4022222PL405PL405PL405PL4052222PL406PL406PL406PL4062222PL406PL406PL406PL4061111SCALE:SCALE:SCALE:SCALE:PL102PL102PL102PL1021" = 20'1" = 20'1" = 20'1" = 20'----0"0"0"0"ibsbi=O=lsbo^ii=mirj_fkd=objlabi=mi^k11112"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:13:16 AMPL102LEVEL 2OVERALLPLUMBINGREMODELPLANJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054000010101010202020202020202040404040 19191919202020202121212122222222G1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKK1818181811112222PPPP----3A3A3A3A PPPP----3A3A3A3A PPPP----3A3A3A3A PPPP----3A3A3A3A PPPP----3A3A3A3A PPPP----3A3A3A3A2"2"2"2"2"2"2"2"2"2"2"2"55554"4"4"4"4"4"4"4"COCOCOCOCOCOCOCO2"2"2"2"4"4"4"4"2"2"2"2"2"2"2"2"4"4"4"4"2"2"2"2"2"2"2"2"PPPP----3A3A3A3A PPPP----3A3A3A3APPPP----3A3A3A3APPPP----3A3A3A3A3333PPPP----1B1B1B1BPPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1B1B1B1BPPPP----2A2A2A2APPPP----2A2A2A2APPPP----2A2A2A2APPPP----2B2B2B2B3"3"3"3"2"2"2"2"2"2"2"2"183MEN'S181WOMEN'S180LAUNDRY RM179DOFFICECTRWELLNESS179COFFICECTRWELLNESS179BOFFICECTRWELLNESS179AASSEMBLESORT &175OFFICECUSTODIAN4"4"4"4"2"2"2"2"4"4"4"4"2"2"2"2"3"3"3"3"FDFDFDFD----22222"2"2"2"4444555544444444FDFDFDFD----1111FDFDFDFD----111133332" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWVFDFDFDFD----1111FDFDFDFD----1111PPPP----4B4B4B4B14141414FDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----11111919191920202020G1G1G1G1HHHHH1H1H1H1JJJJJ1J1J1J1KKKK18181818PPPP----3A3A3A3A PPPP----3A3A3A3A PPPP----3A3A3A3APPPP----3A3A3A3APPPP----3A3A3A3A PPPP----3A3A3A3APPPP----3A3A3A3APPPP----3A3A3A3A PPPP----3A3A3A3A PPPP----3A3A3A3APPPP----1B1B1B1BPPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1B1B1B1BPPPP----2A2A2A2APPPP----2A2A2A2APPPP----2A2A2A2APPPP----2B2B2B2B183MEN'S181WOMEN'S180LAUNDRY RM179DOFFICECTRWELLNESS179COFFICECTRWELLNESS179BOFFICECTRWELLNESS179AASSEMBLESORT &175OFFICECUSTODIANWHAWHAWHAWHAWHAWHAWHAWHA2 1/2"2 1/2"2 1/2"2 1/2"2"2"2"2"2 1/2"2 1/2"2 1/2"2 1/2"1 1/4"1 1/4"1 1/4"1 1/4"2"2"2"2"2 1/2"2 1/2"2 1/2"2 1/2"2"2"2"2"2"2"2"2"7777777788882"2"2"2"2"2"2"2"2"2"2"2"666677777777WHAWHAWHAWHA2"2"2"2"2"2"2"2"2"2"2"2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"BDPBDPBDPBDP----1111(TWO) SUCH)(TWO) SUCH)(TWO) SUCH)(TWO) SUCH)9999101010101"1"1"1"1"1"1"1"131313131212121211111111PPPP----4B4B4B4BFDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----1111FDFDFDFD----1111777715151515TPTPTPTP----111115151515TPTPTPTP----11111/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"17171717JJJJJ1J1J1J12"2"2"2"3"3"3"3"PPPP----888817171717JJJJJ1J1J1J11/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"PPPP----88882"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:13:49 AMPL401ENLARGEDPLUMBINGREMODELPLANSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL4011/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^pqb=C=sbkq111100002.52.52.52.55555555510101010SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL4011/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^qbo222200002.52.52.52.55555555510101010NOTE# DESCRIPTION8888 CONNECT NEW 2" DHW TO EXISTING 2"CONNECT NEW 2" DHW TO EXISTING 2"CONNECT NEW 2" DHW TO EXISTING 2"CONNECT NEW 2" DHW TO EXISTING 2"DHW. CONNECT NEW 2-1/2" DCW TODHW. CONNECT NEW 2-1/2" DCW TODHW. CONNECT NEW 2-1/2" DCW TODHW. CONNECT NEW 2-1/2" DCW TOEXISTING 3" DCW AT APPROXIMATELYEXISTING 3" DCW AT APPROXIMATELYEXISTING 3" DCW AT APPROXIMATELYEXISTING 3" DCW AT APPROXIMATELYTHIS LOCATION AND ROUTE ASTHIS LOCATION AND ROUTE ASTHIS LOCATION AND ROUTE ASTHIS LOCATION AND ROUTE ASSHOWN.SHOWN.SHOWN.SHOWN.9999 RISE 3/4" DHW AND 3/4" DCW UP ONRISE 3/4" DHW AND 3/4" DCW UP ONRISE 3/4" DHW AND 3/4" DCW UP ONRISE 3/4" DHW AND 3/4" DCW UP ONWALL AND CONNECT TO ECOLABWALL AND CONNECT TO ECOLABWALL AND CONNECT TO ECOLABWALL AND CONNECT TO ECOLABMANIFOLDS PER MANUFACTURER'SMANIFOLDS PER MANUFACTURER'SMANIFOLDS PER MANUFACTURER'SMANIFOLDS PER MANUFACTURER'SWRITTEN INSTRUCTIONS.WRITTEN INSTRUCTIONS.WRITTEN INSTRUCTIONS.WRITTEN INSTRUCTIONS.10101010 CONNECT 3/4" DHW AND 3/4" DCW TOCONNECT 3/4" DHW AND 3/4" DCW TOCONNECT 3/4" DHW AND 3/4" DCW TOCONNECT 3/4" DHW AND 3/4" DCW TOWASHER PER DETAIL 4/PL501 ANDWASHER PER DETAIL 4/PL501 ANDWASHER PER DETAIL 4/PL501 ANDWASHER PER DETAIL 4/PL501 ANDMANUFACTURERS WRITTENMANUFACTURERS WRITTENMANUFACTURERS WRITTENMANUFACTURERS WRITTENINSTRUCTIONS.INSTRUCTIONS.INSTRUCTIONS.INSTRUCTIONS.11111111 RELOCATE EXISTING MIXING VALVE TORELOCATE EXISTING MIXING VALVE TORELOCATE EXISTING MIXING VALVE TORELOCATE EXISTING MIXING VALVE TOABOVE CEILING AT APPROXIMATELYABOVE CEILING AT APPROXIMATELYABOVE CEILING AT APPROXIMATELYABOVE CEILING AT APPROXIMATELYTHIS LOCATION.THIS LOCATION.THIS LOCATION.THIS LOCATION.12121212 CONNECT NEW 2" DCW AND 2" DHWCONNECT NEW 2" DCW AND 2" DHWCONNECT NEW 2" DCW AND 2" DHWCONNECT NEW 2" DCW AND 2" DHWTO EXISTING DCW AND DHW ATTO EXISTING DCW AND DHW ATTO EXISTING DCW AND DHW ATTO EXISTING DCW AND DHW ATAPPROXIMATELY THIS LOCATION.APPROXIMATELY THIS LOCATION.APPROXIMATELY THIS LOCATION.APPROXIMATELY THIS LOCATION.13131313 CONNECT NEW TEPID WATER TOCONNECT NEW TEPID WATER TOCONNECT NEW TEPID WATER TOCONNECT NEW TEPID WATER TOEXISTING TEPID WATER. FTIELD VERIFYEXISTING TEPID WATER. FTIELD VERIFYEXISTING TEPID WATER. FTIELD VERIFYEXISTING TEPID WATER. FTIELD VERIFYEXACT SIZE AND LOCATION.EXACT SIZE AND LOCATION.EXACT SIZE AND LOCATION.EXACT SIZE AND LOCATION.14141414 DROP 2" WASTE DOWN IN WALL ANDDROP 2" WASTE DOWN IN WALL ANDDROP 2" WASTE DOWN IN WALL ANDDROP 2" WASTE DOWN IN WALL ANDCONNECT INTO 4" WASTE BELOWCONNECT INTO 4" WASTE BELOWCONNECT INTO 4" WASTE BELOWCONNECT INTO 4" WASTE BELOWFLOOR.FLOOR.FLOOR.FLOOR.15151515 LOCATED TRAP PRIMER UNDERLOCATED TRAP PRIMER UNDERLOCATED TRAP PRIMER UNDERLOCATED TRAP PRIMER UNDERLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWFLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.NOTE# DESCRIPTION1111 ROUTE 3" WASTE FROM URINALS INROUTE 3" WASTE FROM URINALS INROUTE 3" WASTE FROM URINALS INROUTE 3" WASTE FROM URINALS INWALL AND DROP BELOW FLOORWALL AND DROP BELOW FLOORWALL AND DROP BELOW FLOORWALL AND DROP BELOW FLOORWHERE SHOWN.WHERE SHOWN.WHERE SHOWN.WHERE SHOWN.2222 DROP 3" WASTE BELOW FLOOR INDROP 3" WASTE BELOW FLOOR INDROP 3" WASTE BELOW FLOOR INDROP 3" WASTE BELOW FLOOR INWALL AND CONNECT INTO EXISTING 3"WALL AND CONNECT INTO EXISTING 3"WALL AND CONNECT INTO EXISTING 3"WALL AND CONNECT INTO EXISTING 3"WASTE. FIELD VERIFY EXACT LOCATIONWASTE. FIELD VERIFY EXACT LOCATIONWASTE. FIELD VERIFY EXACT LOCATIONWASTE. FIELD VERIFY EXACT LOCATIONOF EXISTING WASTE PIPING.OF EXISTING WASTE PIPING.OF EXISTING WASTE PIPING.OF EXISTING WASTE PIPING.3333 CONNECT NEW 2" WASTE TO EXISTINGCONNECT NEW 2" WASTE TO EXISTINGCONNECT NEW 2" WASTE TO EXISTINGCONNECT NEW 2" WASTE TO EXISTING3" WASTE AT APPROXIMATELY THIS3" WASTE AT APPROXIMATELY THIS3" WASTE AT APPROXIMATELY THIS3" WASTE AT APPROXIMATELY THISLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION OF EXISTING WASTE PIPING.LOCATION OF EXISTING WASTE PIPING.LOCATION OF EXISTING WASTE PIPING.LOCATION OF EXISTING WASTE PIPING.4444 CONNECT NEW 2" VENT TO EXISTINGCONNECT NEW 2" VENT TO EXISTINGCONNECT NEW 2" VENT TO EXISTINGCONNECT NEW 2" VENT TO EXISTINGVENT PIPING AT APPROXIMATELY THISVENT PIPING AT APPROXIMATELY THISVENT PIPING AT APPROXIMATELY THISVENT PIPING AT APPROXIMATELY THISLOCATION. FIELD VERIFY EXACT SIZELOCATION. FIELD VERIFY EXACT SIZELOCATION. FIELD VERIFY EXACT SIZELOCATION. FIELD VERIFY EXACT SIZEAND LOCATION.AND LOCATION.AND LOCATION.AND LOCATION.5555 CONNECT NEW 4" WASTE TO EXISTINGCONNECT NEW 4" WASTE TO EXISTINGCONNECT NEW 4" WASTE TO EXISTINGCONNECT NEW 4" WASTE TO EXISTING4" WASTE AT APPROXIMATELY THIS4" WASTE AT APPROXIMATELY THIS4" WASTE AT APPROXIMATELY THIS4" WASTE AT APPROXIMATELY THISLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION OF EXISTING PIPING.LOCATION OF EXISTING PIPING.LOCATION OF EXISTING PIPING.LOCATION OF EXISTING PIPING.6666 CONNECT NEW 2" DHW TO EXISTING 2"CONNECT NEW 2" DHW TO EXISTING 2"CONNECT NEW 2" DHW TO EXISTING 2"CONNECT NEW 2" DHW TO EXISTING 2"DHW. CONNECT NEW 2" DCW TODHW. CONNECT NEW 2" DCW TODHW. CONNECT NEW 2" DCW TODHW. CONNECT NEW 2" DCW TOEXISTING 2-1/2" DCW ATEXISTING 2-1/2" DCW ATEXISTING 2-1/2" DCW ATEXISTING 2-1/2" DCW ATAPPROXIMATELY THIS LOCATION ANDAPPROXIMATELY THIS LOCATION ANDAPPROXIMATELY THIS LOCATION ANDAPPROXIMATELY THIS LOCATION ANDROUTE AS SHOWN.ROUTE AS SHOWN.ROUTE AS SHOWN.ROUTE AS SHOWN.7777 DROP 2" DHW LOOP DOWN IN WALL TODROP 2" DHW LOOP DOWN IN WALL TODROP 2" DHW LOOP DOWN IN WALL TODROP 2" DHW LOOP DOWN IN WALL TOWITHIN 2 FEET OF LAVATORY AND RISEWITHIN 2 FEET OF LAVATORY AND RISEWITHIN 2 FEET OF LAVATORY AND RISEWITHIN 2 FEET OF LAVATORY AND RISE2" DHW LOOP UP IN WALL TO ROUTE2" DHW LOOP UP IN WALL TO ROUTE2" DHW LOOP UP IN WALL TO ROUTE2" DHW LOOP UP IN WALL TO ROUTEAS SHOWN.AS SHOWN.AS SHOWN.AS SHOWN.SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL4011/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^pqb=C=sbkq3333SCALE:SCALE:SCALE:SCALE:PL401PL401PL401PL4011/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^qbo444400002.52.52.52.55555555510101010ao^tfkd=klqbp00002.52.52.52.555555555101010101 10.30.20 Addendum 12 11.06.20 Addendum 2 11112222BBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEEFFFFF1F1F1F1111122223333FCOFCOFCOFCOFDFDFDFD----1111FDFDFDFD----1111PPPP----1A1A1A1A PPPP----1B1B1B1BPPPP----1B1B1B1BPPPP----1A1A1A1APPPP----3A3A3A3A PPPP----3A3A3A3APPPP----3A3A3A3A PPPP----3A3A3A3A4"4"4"4"1111(E)6" WASTE4"4"4"4"4"4"4"4"(E)6" WASTEWCOWCOWCOWCOFCOFCOFCOFCOTDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111 TDTDTDTD----1111WCOWCOWCOWCOTDTDTDTD----1111TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----11114"4"4"4"3" CWV3" CWV3" CWV3" CWV(E) 6"VTR(E) 6"VTR(E) 6"VTR(E) 6"VTR2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV(E)2" VENT(E)2" VENT33333333(E)2" VENT(E)2" VENT(E)2" VENT2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV3"3"3"3"207DSTORAGE207ALOCKER RMMEN'S EMPLOYEE207LOCKER RMMEN'S STUDENT3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV2" CWV2" CWV2" CWV2" CWV3" CWV3" CWV3" CWV3" CWV3"3"3"3"3" CWV3" CWV3" CWV3" CWV2" CWV2" CWV2" CWV2" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV2" CWV2" CWV2" CWV2" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWVSEE ALTERNATE 1/PL406SEE ALTERNATE 1/PL406SEE ALTERNATE 1/PL406SEE ALTERNATE 1/PL406TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----11113" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWVTDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----11113" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3333TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----11112" CWV2" CWV2" CWV2" CWV2" CVW2" CVW2" CVW2" CVWPPPP----2A2A2A2A PPPP----2B2B2B2BPPPP----2A2A2A2APPPP----2B2B2B2BPPPP----77772"2"2"2"2"2"2"2"PPPP----77772"2"2"2"2"2"2"2"11112222BBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEEFFFFF1F1F1F1PPPP----1A1A1A1A PPPP----1B1B1B1BPPPP----1B1B1B1BPPPP----1A1A1A1APPPP----3A3A3A3APPPP----3A3A3A3APPPP----3A3A3A3A PPPP----3A3A3A3A207DSTORAGE207ALOCKER RMMEN'S EMPLOYEE207LOCKER RMMEN'S STUDENTPPPP----5A5A5A5A1" TEPID1" TEPID1" TEPID1" TEPID1" TEPID1" TEPID1" TEPID1" TEPID1 1/4" TEPID1 1/4" TEPID1 1/4" TEPID1 1/4" TEPID1" TEPID1" TEPID1" TEPID1" TEPID1 1/2" TEPID1 1/2" TEPID1 1/2" TEPID1 1/2" TEPID3/4"3/4"3/4"3/4"444444441010101010101010WHAWHAWHAWHAMVMVMVMV11115555HBHBHBHB----1,1,1,1,HBHBHBHB----2222HBHBHBHB----1,1,1,1,HBHBHBHB----2222SEE ALTERNATE 1/PL406SEE ALTERNATE 1/PL406SEE ALTERNATE 1/PL406SEE ALTERNATE 1/PL406PPPP----2A2A2A2APPPP----2B2B2B2BPPPP----2A2A2A2APPPP----2B2B2B2B6666777788882"2"2"2"3"3"3"3"3/4"3/4"3/4"3/4"2"2"2"2"3"3"3"3"3/4"3/4"3/4"3/4"2"2"2"2"3"3"3"3"66663"3"3"3"3"3"3"3"FDFDFDFD----1111FDFDFDFD----1111TDTDTDTD----1111TPTPTPTP----1111TPTPTPTP----1111999999991/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"PPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5A PPPP----5B5B5B5BPPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5B5B5B5BPPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----7777PPPP----77771" DCW1" DCW1" DCW1" DCW(ALTERNATE #3)(ALTERNATE #3)(ALTERNATE #3)(ALTERNATE #3)1" TEPID1" TEPID1" TEPID1" TEPID1"1"1"1"1" DCW1" DCW1" DCW1" DCW1" DCW1" DCW1" DCW1" DCW1" DCW1" DCW1" DCW1" DCW1 1/2" DCW1 1/2" DCW1 1/2" DCW1 1/2" DCW1"1"1"1"2"2"2"2"1" DCW1" DCW1" DCW1" DCW1 1/4" DCW1 1/4" DCW1 1/4" DCW1 1/4" DCW1" DCW1" DCW1" DCW1" DCW3/4"3/4"3/4"3/4"1" DCW1" DCW1" DCW1" DCW1" TEPID1" TEPID1" TEPID1" TEPID111111111 1/2" DHW1 1/2" DHW1 1/2" DHW1 1/2" DHW1 1/2" DHW1 1/2" DHW1 1/2" DHW1 1/2" DHW2"2"2"2"2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:13:57 AMPL402ENLARGEDPLUMBINGREMODELPLANSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054SCALE:SCALE:SCALE:SCALE:PL402PL402PL402PL4021/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^pqb=C=sbkq111100002.52.52.52.55555555510101010ao^tfkd=klqbpSCALE:SCALE:SCALE:SCALE:PL402PL402PL402PL4021/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^qbo222200002.52.52.52.55555555510101010NOTE#DESCRIPTION1111 CONNECT NEW 4" WASTE TO EXISTINGCONNECT NEW 4" WASTE TO EXISTINGCONNECT NEW 4" WASTE TO EXISTINGCONNECT NEW 4" WASTE TO EXISTING6" WASTE AT APPROXIMATELY THIS6" WASTE AT APPROXIMATELY THIS6" WASTE AT APPROXIMATELY THIS6" WASTE AT APPROXIMATELY THISLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION.LOCATION.LOCATION.LOCATION.2222 CONNECT NEW 3" VENT TO EXISTING 6"CONNECT NEW 3" VENT TO EXISTING 6"CONNECT NEW 3" VENT TO EXISTING 6"CONNECT NEW 3" VENT TO EXISTING 6"VTR AT APPROXIMATELY THISVTR AT APPROXIMATELY THISVTR AT APPROXIMATELY THISVTR AT APPROXIMATELY THISLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION.LOCATION.LOCATION.LOCATION.3333 CONNECT NEW 2" COMBINATIONCONNECT NEW 2" COMBINATIONCONNECT NEW 2" COMBINATIONCONNECT NEW 2" COMBINATIONWASTE VENT TO EXISTING 2" VENT ATWASTE VENT TO EXISTING 2" VENT ATWASTE VENT TO EXISTING 2" VENT ATWASTE VENT TO EXISTING 2" VENT ATAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDVERIFY EXACT LOCATION.VERIFY EXACT LOCATION.VERIFY EXACT LOCATION.VERIFY EXACT LOCATION.4444 DROP 1" DHW LOOP DOWN IN WALL TODROP 1" DHW LOOP DOWN IN WALL TODROP 1" DHW LOOP DOWN IN WALL TODROP 1" DHW LOOP DOWN IN WALL TOWITHIN 2 FEET OF LAVATORY AND RISEWITHIN 2 FEET OF LAVATORY AND RISEWITHIN 2 FEET OF LAVATORY AND RISEWITHIN 2 FEET OF LAVATORY AND RISE1" DHW LOOP UP IN WALL TO ROUTE1" DHW LOOP UP IN WALL TO ROUTE1" DHW LOOP UP IN WALL TO ROUTE1" DHW LOOP UP IN WALL TO ROUTEAS SHOWN.AS SHOWN.AS SHOWN.AS SHOWN.5555 PROVIDE ISOLATION VALVE AND CAPPROVIDE ISOLATION VALVE AND CAPPROVIDE ISOLATION VALVE AND CAPPROVIDE ISOLATION VALVE AND CAPON 1" DCW PIPING IN CHASE.ON 1" DCW PIPING IN CHASE.ON 1" DCW PIPING IN CHASE.ON 1" DCW PIPING IN CHASE.PREPARATORY FOR FUTUREPREPARATORY FOR FUTUREPREPARATORY FOR FUTUREPREPARATORY FOR FUTURECONNECTION TO ALTERNATE STEAMCONNECTION TO ALTERNATE STEAMCONNECTION TO ALTERNATE STEAMCONNECTION TO ALTERNATE STEAMROOM EQUIPMENT.ROOM EQUIPMENT.ROOM EQUIPMENT.ROOM EQUIPMENT.6666 CONNECT NEW 3/4" DCW TO EXISTINGCONNECT NEW 3/4" DCW TO EXISTINGCONNECT NEW 3/4" DCW TO EXISTINGCONNECT NEW 3/4" DCW TO EXISTINGWALL HYDRANT AT APPROXIMATELYWALL HYDRANT AT APPROXIMATELYWALL HYDRANT AT APPROXIMATELYWALL HYDRANT AT APPROXIMATELYTHIS LOCATION.THIS LOCATION.THIS LOCATION.THIS LOCATION.7777 CONNECT NEW 2" DHW AND 3/4" DHWRCONNECT NEW 2" DHW AND 3/4" DHWRCONNECT NEW 2" DHW AND 3/4" DHWRCONNECT NEW 2" DHW AND 3/4" DHWRTO EXISTING 2" DHW AND 3/4" DHWRTO EXISTING 2" DHW AND 3/4" DHWRTO EXISTING 2" DHW AND 3/4" DHWRTO EXISTING 2" DHW AND 3/4" DHWRAT APPROXIMATELY THIS LOCATION.AT APPROXIMATELY THIS LOCATION.AT APPROXIMATELY THIS LOCATION.AT APPROXIMATELY THIS LOCATION.8888 EXTEND NEW 3" DCW DOWN HALL ANDEXTEND NEW 3" DCW DOWN HALL ANDEXTEND NEW 3" DCW DOWN HALL ANDEXTEND NEW 3" DCW DOWN HALL ANDCONNECT INTO EXISTING 3" DCW.CONNECT INTO EXISTING 3" DCW.CONNECT INTO EXISTING 3" DCW.CONNECT INTO EXISTING 3" DCW.FIELD VERIFY EXACT LOCATION OFFIELD VERIFY EXACT LOCATION OFFIELD VERIFY EXACT LOCATION OFFIELD VERIFY EXACT LOCATION OFEXISTING 3" DCW.EXISTING 3" DCW.EXISTING 3" DCW.EXISTING 3" DCW.9999 LOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWFLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.10101010 DROP 3/4" DHW LOOP DOWN IN WALLDROP 3/4" DHW LOOP DOWN IN WALLDROP 3/4" DHW LOOP DOWN IN WALLDROP 3/4" DHW LOOP DOWN IN WALLTO WITHIN 2 FEET OF LAVATORY ANDTO WITHIN 2 FEET OF LAVATORY ANDTO WITHIN 2 FEET OF LAVATORY ANDTO WITHIN 2 FEET OF LAVATORY ANDRISE 3/4" DHW LOOP UP IN WALL TORISE 3/4" DHW LOOP UP IN WALL TORISE 3/4" DHW LOOP UP IN WALL TORISE 3/4" DHW LOOP UP IN WALL TOROUTE AS SHOWN.ROUTE AS SHOWN.ROUTE AS SHOWN.ROUTE AS SHOWN.11111111 PROVIDE 1-1/2" ISOLATION VALVEPROVIDE 1-1/2" ISOLATION VALVEPROVIDE 1-1/2" ISOLATION VALVEPROVIDE 1-1/2" ISOLATION VALVEJUST ABOVE CEILING. INCREASE PIPEJUST ABOVE CEILING. INCREASE PIPEJUST ABOVE CEILING. INCREASE PIPEJUST ABOVE CEILING. INCREASE PIPETO 2" PRIOR TO DROPPING TO BELOWTO 2" PRIOR TO DROPPING TO BELOWTO 2" PRIOR TO DROPPING TO BELOWTO 2" PRIOR TO DROPPING TO BELOWTHE CEILING. TERMINATE PIPE 2"THE CEILING. TERMINATE PIPE 2"THE CEILING. TERMINATE PIPE 2"THE CEILING. TERMINATE PIPE 2"BELOW CEILING AND RE-INSTALL HOSEBELOW CEILING AND RE-INSTALL HOSEBELOW CEILING AND RE-INSTALL HOSEBELOW CEILING AND RE-INSTALL HOSECONNECTION. PROVIDE ANGLE BRACECONNECTION. PROVIDE ANGLE BRACECONNECTION. PROVIDE ANGLE BRACECONNECTION. PROVIDE ANGLE BRACEABOVE CEILING TO SECURE PIPE INABOVE CEILING TO SECURE PIPE INABOVE CEILING TO SECURE PIPE INABOVE CEILING TO SECURE PIPE INPLACE.PLACE.PLACE.PLACE.1 10.30.20 Addendum 12 11.06.20 Addendum 23 11.10.20 Addendum 33333333333333333 77778888999910101010BBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEEFFFFF1F1F1F11111222233334444WCOWCOWCOWCOWCOWCOWCOWCOTDTDTDTD----1111 TDTDTDTD----1111TDTDTDTD----1111 TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111 TDTDTDTD----1111WCOWCOWCOWCOFCOFCOFCOFCOWCOWCOWCOWCOFDFDFDFD----1111FDFDFDFD----1111COCOCOCOCOCOCOCO2"2"2"2"3"3"3"3"2" VENT2" VENT2" VENT2" VENT2 1/2" VENT2 1/2" VENT2 1/2" VENT2 1/2" VENT2 1/2" VENT2 1/2" VENT2 1/2" VENT2 1/2" VENTPPPP----3A3A3A3APPPP----3A3A3A3APPPP----3A3A3A3APPPP----3A3A3A3APPPP----1B1B1B1BPPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1B1B1B1B(E)4"2"2"2"2"(E)4" WASTE DROP3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV44445555(E)4" VENT2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CVW2" CVW2" CVW2" CVW2" CVW2" CVW2" CVW2" CVW2 1/2"2 1/2"2 1/2"2 1/2"2"2"2"2"2" CVW2" CVW2" CVW2" CVW261DNURSING261LOCKER RMWOMEN'S STUDENT261ALOCKER RMWOMEN'S EMPLOYEE261ESTORAGE261BNURSINGPPPP----4A4A4A4A2" CVW2" CVW2" CVW2" CVWPPPP----4A4A4A4ATDTDTDTD----1111TDTDTDTD----1111SEE ALTERNATE 2/PL406SEE ALTERNATE 2/PL406SEE ALTERNATE 2/PL406SEE ALTERNATE 2/PL406PPPP----77772"2"2"2"2"2"2"2"2"2"2"2"PPPP----77773" CWV3" CWV3" CWV3" CWV4" CWV4" CWV4" CWV4" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV3" CWV4" CWV4" CWV4" CWV4" CWV3" CWV3" CWV3" CWV3" CWVSCALE:SCALE:SCALE:SCALE:PL403PL403PL403PL4031/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^pqb=C=sbkq1111ao^tfkd=klqbp00002.52.52.52.55555555510101010NOTE# DESCRIPTION1111 CONNECT NEW 4" WASTE TO EXISTINGCONNECT NEW 4" WASTE TO EXISTINGCONNECT NEW 4" WASTE TO EXISTINGCONNECT NEW 4" WASTE TO EXISTING4" WASTE AT APPROXIMATELY THIS4" WASTE AT APPROXIMATELY THIS4" WASTE AT APPROXIMATELY THIS4" WASTE AT APPROXIMATELY THISLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION.LOCATION.LOCATION.LOCATION.2222 CONNECT NEW 2" WASTE TO EXISTINGCONNECT NEW 2" WASTE TO EXISTINGCONNECT NEW 2" WASTE TO EXISTINGCONNECT NEW 2" WASTE TO EXISTING4" WASTE DROP AT APPROXIMATELY4" WASTE DROP AT APPROXIMATELY4" WASTE DROP AT APPROXIMATELY4" WASTE DROP AT APPROXIMATELYTHIS LOCATION. FIELD VERIFY EXACTTHIS LOCATION. FIELD VERIFY EXACTTHIS LOCATION. FIELD VERIFY EXACTTHIS LOCATION. FIELD VERIFY EXACTLOCATION.LOCATION.LOCATION.LOCATION.3333 CONNECT NEW 2" COMBINATIONCONNECT NEW 2" COMBINATIONCONNECT NEW 2" COMBINATIONCONNECT NEW 2" COMBINATIONWASTE VENT TO EXISTING 2" VENT ATWASTE VENT TO EXISTING 2" VENT ATWASTE VENT TO EXISTING 2" VENT ATWASTE VENT TO EXISTING 2" VENT ATAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDVERIFY EXACT LOCATION.VERIFY EXACT LOCATION.VERIFY EXACT LOCATION.VERIFY EXACT LOCATION.4444 CONNECT NEW 2" COMBINATIONCONNECT NEW 2" COMBINATIONCONNECT NEW 2" COMBINATIONCONNECT NEW 2" COMBINATIONWASTE VENT TO EXISTING 4" VENT ATWASTE VENT TO EXISTING 4" VENT ATWASTE VENT TO EXISTING 4" VENT ATWASTE VENT TO EXISTING 4" VENT ATAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDVERIFY EXACT LOCATION.VERIFY EXACT LOCATION.VERIFY EXACT LOCATION.VERIFY EXACT LOCATION.5555 CONNECT NEW 2-1/2" COMBINATIONCONNECT NEW 2-1/2" COMBINATIONCONNECT NEW 2-1/2" COMBINATIONCONNECT NEW 2-1/2" COMBINATIONWASTE VENT TO EXISTING 4" VENT ATWASTE VENT TO EXISTING 4" VENT ATWASTE VENT TO EXISTING 4" VENT ATWASTE VENT TO EXISTING 4" VENT ATAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDAPPROXIMATELY THIS LOCATION. FIELDVERIFY EXACT LOCATION.VERIFY EXACT LOCATION.VERIFY EXACT LOCATION.VERIFY EXACT LOCATION.2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:14:03 AMPL403ENLARGEDPLUMBINGREMODELPLANSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO200541 10.30.20 Addendum 12 11.06.20 Addendum 2 77778888999910101010BBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEEFFFFF1F1F1F1PPPP----3A3A3A3APPPP----3A3A3A3APPPP----3A3A3A3APPPP----3A3A3A3APPPP----1B1B1B1BPPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1A1A1A1APPPP----1B1B1B1B261DNURSING261LOCKER RMWOMEN'S STUDENT261ALOCKER RMWOMEN'S EMPLOYEE261ESTORAGE261BNURSINGMVMVMVMV1111WHAWHAWHAWHA2 1/2"2 1/2"2 1/2"2 1/2"2"2"2"2"2"2"2"2"2 1/2"2 1/2"2 1/2"2 1/2"1 1/4" TEPID1 1/4" TEPID1 1/4" TEPID1 1/4" TEPIDPPPP----4A4A4A4APPPP----4A4A4A4AHBHBHBHB----1,1,1,1,HBHBHBHB----2222HBHBHBHB----1,1,1,1,HBHBHBHB----2222111133332222222222222222SEE ALTERNATE 2/PL406SEE ALTERNATE 2/PL406SEE ALTERNATE 2/PL406SEE ALTERNATE 2/PL406TPTPTPTP----11114444TPTPTPTP----111144441/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"PPPP----5B5B5B5BPPPP----5B5B5B5BPPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5A5A5A5APPPP----5B5B5B5BPPPP----5B5B5B5BPPPP----7777PPPP----7777FDFDFDFD----1111FDFDFDFD----11111" DCW1" DCW1" DCW1" DCW(ALTERNATE #3)(ALTERNATE #3)(ALTERNATE #3)(ALTERNATE #3)1 1/4"1 1/4"1 1/4"1 1/4"1"1"1"1"1" TEPID1" TEPID1" TEPID1" TEPIDao^tfkd=klqbpSCALE:SCALE:SCALE:SCALE:PL404PL404PL404PL4041/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^qbo111100002.52.52.52.55555555510101010NOTE# DESCRIPTION1111 CONNECT NEW 2" DHW TO EXISTING 2"CONNECT NEW 2" DHW TO EXISTING 2"CONNECT NEW 2" DHW TO EXISTING 2"CONNECT NEW 2" DHW TO EXISTING 2"DHW. CONNECT NEW 2-1/2" DCW TODHW. CONNECT NEW 2-1/2" DCW TODHW. CONNECT NEW 2-1/2" DCW TODHW. CONNECT NEW 2-1/2" DCW TOEXISTING 4" DCW AT APPROXIMATELYEXISTING 4" DCW AT APPROXIMATELYEXISTING 4" DCW AT APPROXIMATELYEXISTING 4" DCW AT APPROXIMATELYTHIS LOCATION AND ROUTE ASTHIS LOCATION AND ROUTE ASTHIS LOCATION AND ROUTE ASTHIS LOCATION AND ROUTE ASSHOWN.SHOWN.SHOWN.SHOWN.2222 DROP 2" DHW LOOP DOWN IN WALLDROP 2" DHW LOOP DOWN IN WALLDROP 2" DHW LOOP DOWN IN WALLDROP 2" DHW LOOP DOWN IN WALLTO WITHIN 2 FEET OF LAVATORY ANDTO WITHIN 2 FEET OF LAVATORY ANDTO WITHIN 2 FEET OF LAVATORY ANDTO WITHIN 2 FEET OF LAVATORY ANDRISE 2" DHW LOOP UP IN WALL TORISE 2" DHW LOOP UP IN WALL TORISE 2" DHW LOOP UP IN WALL TORISE 2" DHW LOOP UP IN WALL TOROUTE AS SHOWN.ROUTE AS SHOWN.ROUTE AS SHOWN.ROUTE AS SHOWN.3333 PROVIDE ISOLATION VALVE AND CAPPROVIDE ISOLATION VALVE AND CAPPROVIDE ISOLATION VALVE AND CAPPROVIDE ISOLATION VALVE AND CAPON 1" DCW PIPING IN CHASEON 1" DCW PIPING IN CHASEON 1" DCW PIPING IN CHASEON 1" DCW PIPING IN CHASEPREPARATORY FOR FUTUREPREPARATORY FOR FUTUREPREPARATORY FOR FUTUREPREPARATORY FOR FUTURECONNECTION TO STEAM ROOMCONNECTION TO STEAM ROOMCONNECTION TO STEAM ROOMCONNECTION TO STEAM ROOMEQUIPMENT.EQUIPMENT.EQUIPMENT.EQUIPMENT.4444 LOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWFLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:14:08 AMPL404ENLARGEDPLUMBINGREMODELPLANJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO200541 10.30.20 Addendum 12 11.06.20 Addendum 23 11.10.20 Addendum 33333 131313131414141415151515BBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEE33334444WCOWCOWCOWCOFDFDFDFD----1111PPPP----1C1C1C1C3"3"3"3"2"2"2"2"2"2"2"2"PPPP----3B3B3B3B212RR211STOR.S003STAIRE002SE. EXIT210PLATFORMFSFSFSFS----1111SDSDSDSD33333"3"3"3"3"3"3"3"7777131313131414141415151515BBBBCCCCC1C1C1C1DDDDD1D1D1D1EEEE11112222PPPP----1C1C1C1CPPPP----3B3B3B3B212RR211STOR.S003STAIRE002SE. EXIT210PLATFORM55551/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"PPPP----5C5C5C5CFDFDFDFD----11111/2"1/2"1/2"1/2"TPTPTPTP----111166662"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:14:13 AMPL405ENLARGEDPLUMBINGREMODELPLANSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO20054SCALE:SCALE:SCALE:SCALE:PL405PL405PL405PL4051/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^pqb=C=sbkq111100002.52.52.52.55555555510101010ao^tfkd=klqbpSCALE:SCALE:SCALE:SCALE:PL405PL405PL405PL4051/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"bki^odba=mirj_fkd=objlabi=mi^k=Jt^qbo222200002.52.52.52.55555555510101010NOTE#DESCRIPTION1111 CONNECT NEW 1/2" DHW TO EXISTINGCONNECT NEW 1/2" DHW TO EXISTINGCONNECT NEW 1/2" DHW TO EXISTINGCONNECT NEW 1/2" DHW TO EXISTING3/4" DHW AT APPROXIMATELY THIS3/4" DHW AT APPROXIMATELY THIS3/4" DHW AT APPROXIMATELY THIS3/4" DHW AT APPROXIMATELY THISLOCATION AND ROUTE AS SHOWN.LOCATION AND ROUTE AS SHOWN.LOCATION AND ROUTE AS SHOWN.LOCATION AND ROUTE AS SHOWN.2222 CONNECT NEW 1/2" DCW TO EXISTINGCONNECT NEW 1/2" DCW TO EXISTINGCONNECT NEW 1/2" DCW TO EXISTINGCONNECT NEW 1/2" DCW TO EXISTING1/2" DCW AT APPROXIMATELY THIS1/2" DCW AT APPROXIMATELY THIS1/2" DCW AT APPROXIMATELY THIS1/2" DCW AT APPROXIMATELY THISLOCATION AND ROUTE AS SHOWN.LOCATION AND ROUTE AS SHOWN.LOCATION AND ROUTE AS SHOWN.LOCATION AND ROUTE AS SHOWN.3333 CONNECT NEW 2" VENT TO EXISTING 2"CONNECT NEW 2" VENT TO EXISTING 2"CONNECT NEW 2" VENT TO EXISTING 2"CONNECT NEW 2" VENT TO EXISTING 2"VENT AT APPROXIMATELY THISVENT AT APPROXIMATELY THISVENT AT APPROXIMATELY THISVENT AT APPROXIMATELY THISLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION. FIELD VERIFY EXACTLOCATION.LOCATION.LOCATION.LOCATION.4444 CONNECT NEW 3" WASTE TO EXISTINGCONNECT NEW 3" WASTE TO EXISTINGCONNECT NEW 3" WASTE TO EXISTINGCONNECT NEW 3" WASTE TO EXISTING4" WASTE AT APPROXIMATELY THIS4" WASTE AT APPROXIMATELY THIS4" WASTE AT APPROXIMATELY THIS4" WASTE AT APPROXIMATELY THISLOCATION.LOCATION.LOCATION.LOCATION.5555 LOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWFLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.6666 LOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLOCATE TRAP PRIMER UNDERLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWLAVATORY. ROUTE 1/2" DCW BELOWFLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.FLOOR TO FLOOR DRAIN.7777 LOCATE MIXING VALVE ON SIDE WALL,LOCATE MIXING VALVE ON SIDE WALL,LOCATE MIXING VALVE ON SIDE WALL,LOCATE MIXING VALVE ON SIDE WALL,SEE ARCHITECTURAL FOR LOCATION.SEE ARCHITECTURAL FOR LOCATION.SEE ARCHITECTURAL FOR LOCATION.SEE ARCHITECTURAL FOR LOCATION.ROUTE SUPPLY TO REMOTE SHOWERROUTE SUPPLY TO REMOTE SHOWERROUTE SUPPLY TO REMOTE SHOWERROUTE SUPPLY TO REMOTE SHOWERHEAD AS SHOWN. VERIFY ACTUALHEAD AS SHOWN. VERIFY ACTUALHEAD AS SHOWN. VERIFY ACTUALHEAD AS SHOWN. VERIFY ACTUALLOCATION WITH ARCHITECTURALLOCATION WITH ARCHITECTURALLOCATION WITH ARCHITECTURALLOCATION WITH ARCHITECTURALDETAIL.DETAIL.DETAIL.DETAIL.2 11.06.20 Addendum 2 D1D1D1D1EEEE1111333344445555HDHDHDHD2" CVW2" CVW2" CVW2" CVW1"1"1"1"3"3"3"3"BBBBSTEAM UNITSTEAM UNITSTEAM UNITSTEAM UNIT2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWV2" CWVHDHDHDHD11112222444455551" DCW1" DCW1" DCW1" DCW4444SCALE:SCALE:SCALE:SCALE:PL406PL406PL406PL4061/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"m^oqf^i=^ob^=O`=pqrabkq=il`hbopmirj_fkd=mi^k=J^iqbok^qb=@P2222SCALE:SCALE:SCALE:SCALE:PL406PL406PL406PL4061/4" = 1'1/4" = 1'1/4" = 1'1/4" = 1'----0"0"0"0"m^oqf^i=^ob^=O`=jbkp=bjmilvbbp=il`hbopmirj_fkd=mi^k=J^iqbok^qb=@P1111NOTE# DESCRIPTION1111 CONNECT 3/4" DCW TO STHE STEAMCONNECT 3/4" DCW TO STHE STEAMCONNECT 3/4" DCW TO STHE STEAMCONNECT 3/4" DCW TO STHE STEAMUNITS PER MANUFACTURER'S WRITTENUNITS PER MANUFACTURER'S WRITTENUNITS PER MANUFACTURER'S WRITTENUNITS PER MANUFACTURER'S WRITTENINSTRUCTIONS.INSTRUCTIONS.INSTRUCTIONS.INSTRUCTIONS.2222 SEE 2/PL402 FOR CONTINUATION.SEE 2/PL402 FOR CONTINUATION.SEE 2/PL402 FOR CONTINUATION.SEE 2/PL402 FOR CONTINUATION.3333 SEE 1/PL404 FOR CONTINUATION.SEE 1/PL404 FOR CONTINUATION.SEE 1/PL404 FOR CONTINUATION.SEE 1/PL404 FOR CONTINUATION.4444 PROVIDE DRAIN PAN UNDER STEAMPROVIDE DRAIN PAN UNDER STEAMPROVIDE DRAIN PAN UNDER STEAMPROVIDE DRAIN PAN UNDER STEAMUNITS IN CEILING SPACE. ROUTE 1"UNITS IN CEILING SPACE. ROUTE 1"UNITS IN CEILING SPACE. ROUTE 1"UNITS IN CEILING SPACE. ROUTE 1"DRAIN FROM DRAIN PAN TO HUBDRAIN FROM DRAIN PAN TO HUBDRAIN FROM DRAIN PAN TO HUBDRAIN FROM DRAIN PAN TO HUBDRAIN IN CIELING SPACE.DRAIN IN CIELING SPACE.DRAIN IN CIELING SPACE.DRAIN IN CIELING SPACE.5555 DROP 2" WASTE FROM HUB DRAINDROP 2" WASTE FROM HUB DRAINDROP 2" WASTE FROM HUB DRAINDROP 2" WASTE FROM HUB DRAINDOWN IN WALL AND CONNECT INTO 2"DOWN IN WALL AND CONNECT INTO 2"DOWN IN WALL AND CONNECT INTO 2"DOWN IN WALL AND CONNECT INTO 2"WASTE BELOW FLOOR.WASTE BELOW FLOOR.WASTE BELOW FLOOR.WASTE BELOW FLOOR.ao^tfkd=klqbp2"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:14:16 AMPL406ENLARGEDPLUMBINGREMODELPLANSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO200541 10.30.20 Addendum 100002.52.52.52.5555555551010101000002.52.52.52.55555555510101010 pbosf`b=pfkh=abq^fiqvmf`^i=mfmb=prmmloqp=abq^fiqo^m=mofjbo=abq^fit^ii=`ib^klrq=abq^firkabodolrka=mfmb=abq^ficillo=ao^fk=fk=bufpqfkd=cillo=abq^fi`ib^klrq=abq^fip`ljjbo`f^i=t^pebo=`lkkb`qflk=abq^fii^rkaov=ao^fk=EiaJNF=abq^fiFULL GRATE WITHREMOVABLE SECTIONSFOR SERVICING DRAINSSET DRAIN 1/4" BELOW CONCRETEFINISH ELEVATION TO ENSUREPOSITIVE DRAINAGEFD-2POURED-IN-PLACECONCRETE TRENCHSEWERGASESRWAETR TPA3'-0"5'-0"6'-0"(P-5) SERVICE SINKSERVICE SINK FAUCETHB, CONSISTING OF A 1/2"BALL VALVE, AND 3/4" HOSECONNECTION FOR SUPPLYTO "CUSTODIAL SOLUTIONSTATION (N.I.C.)".3/4" DHW AND DCWFLOORPRV SET @ 35PSI AND 5 GPM.1/2" REDUCED PRESSUREPRINCIPLE BACKFLOWPREVENTER.3/4"1/2"1/2" SUPPLY BRANCH,TYPICAL EACH FLOOR.PRESSURE GUAGE.SCALE: NONE1PL501CLAMPSWELDED STEELWALL BRACKETRODCINCH ANCHORSTHRU-BOLTADJUSTABLEPIPE STANDANGLETURNBUCKLEU-BOLTSTRAPSTEELEYEBOLTSSTEEL PLATEBLOCK WALLCLAMPSTEELCLEVISLOCKNUTC-WALL BRACKETSTEEL OFFSETU-BOLTSCINCH ANCHORS1/8"x1" RESTRAINING STRAPRODPIPE CLAMPI-BEAMEYEBOLTTURNBUCKLEANCHORRODANGLEU-BOLTSANCHORLAG BOLTS ORSCALE: NONE2PL501TRAP PRIMERVACUUM BREATHERPORTS.1/2"VALVE (TP-1)COLD WATER MAIN.1/2"FIN. FLOORFLOOR DRAINSCALE: NONE3PL501TEST TEECLFINISHED WALL SURFACEPLUGCLEANOUTTHREADEDCOVER PLATE WITHSECURING SCREWCENTERLINEMOUNTING HEIGHT CHARTDESCRIPTIONURINALSINKLAVATORYGENERAL WALLLOCATIONNOTE:12"12"48"HEIGHT12"COORDINATE WITH ARCHITECT PRIOR TOINSTALLING AT A HEIGHT OTHER THANTHAT LISTED ABOVE.SCALE: NONE4PL501WATER PIPINGGRAVELHOT OR COLDALL AROUND)SAND (3" MIN.CONCRETE FLOOR"THERMA-CEL"COMPACTEDPIPE INSULATIONDIRT FILLSCALE: NONE5PL50130"x30"BODYSLOPENOTE:GROUT1-1/4" MIN.ALSO TYPICAL FORFLOOR SINKS.FLOOR DRAINSCHEDULE FOR SIZEDRAIN), SEE PLUMBING(THREADS INTO FLOORDRAINAGE PIPINGFLOOR SLABEXISTING30"x30" 40 MIL. PVCSHOWER PAN LINER.TURN DOWN UNDERDRAIN CLAMPSTRAINERFLOOR DRAINCOLLARCLAMPINGTHAN FIXTURE TOPOF HOLE 6" LARGERFINISHED FLOOR. TOPSLOPESLOPESLOPESCALE: NONE6PL501`ib^klrq=ql=do^ab=E`lqdFcillo=`ib^klrq=Ec`lF1/8" BEND IF CLEANOUTOCCURS AT END OF LINELENGTH TO SUITCAST IRON WASTE LINE,1/8" CAST IRON BENDWASTE LINECAST IRON WASTE LINE,LENGTH TO SUIT1/8" CAST IRON BENDOCCURS AT END OF LINE1/8" BEND IF CLEANOUTWASTE LINECOVER. TOP OF COVERCLEANOUT AND ACCESSTO BE FLUSH W/ TOPOF FLOORFLOOR LINEFINISH GRADEBRASS CLEANOUT PLUGW/ COUNTER SUNK HEAD.TROWEL SMOOTH AND EDGE.16" SQUARE CONCRETE PADSCALE: NONE7PL501CLOTHES WASHER CONNECTION(SEE DRAWINGS)FROM BACKFLOW PREVENTERWHA3/4"(WM-1)CLOTHES WASHERSCALE: NONE8PL501P-TRAPSLOPE1" AIR GAPPROVIDE WATERPROOFINGMEMBRANE PERMANUFACTURER'SRECOMMENDED DETAILS.4"Ø OUTLETDRAIN PIPE6" WASHER TRENCHRECEIVING PIPEDRAIN PIPE FROM WASHER(TYPICAL OF 5)SUPPORT AND PIPE STRAPSTAINLESS STEEL UNISTRUTLINT SCREEN, 14 GAUGE 316 STAINLESS WITH 3/8"HOLES ON 3/4" SPACING, SIZE TO SLIDE DOWN INTOTRENCH TO COVER FULL WIDTH OF TRENCH WITH1/4" CLEARANCE BELOW BOTTOM OF GRATING.1" 316 STAINLESS STEEL ANGLE SECUREDTO TRENCH WALL WITH 1/4" CONCRETEANCHORS AT 8" SPACING. INSTALL ONBOTH SIDES OF TRENCH TO ACCEPT LINTSCREEN.NOTE:SEE DRAWINGS FOR SIZES OF TRENCHAND ARCHITECTURAL DETAILS FORCONSTRUCTION REQUIREMENTS.SCALE: NONE9PL50133332"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:14:16 AMPL501PLUMBINGDETAILSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO200543 11.10.20 Addendum 3 MEN'S EMPLOYEELOCKER RM207AMEN'S STUDENTLOCKER RM207A(FC 3)P-5A(FC 5)P-2B(FC 10)P-1AP-1B(FC 10)HB-1HB-2HB-1HB-2P-3A(FC 1.5)P-3A(FC 1.5)FUTURE STEAMROOM CONNECTIONWHA-C3"(FC 10)P-1B1"(FC 5)P-2A(FC 5)P-2A(FC 10)P-1A(FC 5)P-2BP-3A(FC 1.5)P-3A(FC 1.5)2"2"3"3/4"1-1/2"WH-12"2"3"3"(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(FC 3)(E) WH1" TEPID 1" TEPID1" TEPID1"1-1/2" TEPIDP-5AP-5BP-5AP-5AP-5AP-5AP-5AP-5AP-5AP-5AP-5AP-5AP-5AP-5AP-5AP-5AP-5BP-5AP-5AP-5A(FC 3)P-5A1-1/4"1" 1"1"MV11-1/4"3/4"1"(E) WHCEILINGCEILINGESCUTCHEONHOSECONNECTION2"(E)2"(E)4"(E)2"(E)4"NURSING261DNURSING261BWOMEN'SSTUDENTLOCKER RM261WOMEN'SEMPLOYEELOCKER RM261A2"2-1/2"P-1BHB-1HB-2P-4AP-3AP-3A2"MV1HB-1HB-2P-3AP-3A2"2"2-1/2"WHA-CP-1BFUTURESTEAM ROOMCONNECTION1"1"1-1/4" TEPID(FC 3)P-5A(FC 3)P-5A(FC 3)P-5A(FC 3)P-5A(FC 3)P-5A(FC 3)P-5A(FC 3)P-5B(FC 3)P-5B(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 1.5)P-4A(FC 10)P-1A(FC 1.5) (FC 1.5) (FC 10) (FC 1.5)(FC 1.5)(FC 10) (FC 1.5)1-1/4" DCW1-1/4" 1-1/4"ao^tfkd=klqbp(E)2-1/2"(E)2"(E)2-1/2"(E)2"MENS183LAUNDRY RM180WOMEN'S181P-3A(FC 1.5)2"2"2"2"P-3A(FC 1.5)P-3A(FC 1.5)P-3A(FC 1.5)2"(FC 10)P-1A(FC 10)P-1A(FC 10)P-1BWHA-C(FC 10)P-1A2"(FC 5)P-2A(FC 5)P-2A(FC 5)P-2BWHA-B(FC 5)P-2A2" 2"P-3A(FC 1.5)2"2"2"P-3A(FC 1.5)P-3A(FC 1.5)P-3A(FC 1.5)P-3A(FC 1.5)P-3A(FC 1.5)2"1-1/4"2-1/2"(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1A(FC 10)P-1BWHA-C2-1/2"2-1/2"2-1/2"1"P-4B(FC 1.5)P-8(FC 2.25)1"BFP-2WM-1(FC3)BFP-2WM-1(FC3)MV3BALL VALVE, TYP.STRAINER, TYP.PRESSURE REDUCING VALVE,SET FOR 20 PSISOLID CHEMICAL DISPENSERLIQUID CHEMICAL DISPENSERPRESSUREGAUGE, TYP.3/4" SCW1"3/4"TEMPERATUREGAUGE321131CONNECT 3/4" DHW AND 3/4" DCW TO WASHERS PER DETAIL8/PL501 AND MANUFACTURERS WRITTEN INSTRUCTION.THERMOSTATIC MIXING VALVE SET FOR 115° F (ADJUSTABLE).3/4" THREADED CONNECTION WITH CAP FOR CONNECTION TOCHEMICAL DISPENSER TO BE INSTALLED BY PROVIDER.232"1"0"654321654321EDCBADATE REVISIONwww.ffkr.c omwww.ffkr.c omwww.ffkr.c omwww.ffkr.c om0 5/1 6 /2 01 6 JWSPROJECT NUMBER12/22/2020 10:14:17 AMPL601WATERFLOWDIAGRAMSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020BRIGHAM YOUNG UNIVERSITY - IDAHO200542 11.06.20 Addendum 23 11.10.20 Addendum 3SCALE:SCALE:SCALE:SCALE:PL601PL601PL601PL6011/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"t^qbo=cilt=af^do^j1111SCALE:SCALE:SCALE:SCALE:PL601PL601PL601PL6011/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"t^qbo=cilt=af^do^j2222SCALE:SCALE:SCALE:SCALE:PL601PL601PL601PL6011/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"t^qbo=cilt=af^do^j33333333333333333333 N DN UP UP UP 1/16" = 1’-0" 1 FIRE PROTECTION PLAN - LEVEL 1 FP-101 FIRE PROT. PLAN LEVEL 1JOHN W. HART BUILDING PHASE 3 REMODELREXBURG ID200542"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/16/2016 JWS 11/23/2020 CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/202011 12 13 14 15 16 17 21 22 23 24 25 26 27 28 29 L M H1 J1 19 20 F1 G1 C1 18 FIRE SPRINKLER KEY NOTES 1 2 3 RE: SHEETS FP101 & FP102 4 SUPPLY NEW FIRE SPRINKLERS INSTALLED AS PART OF THIS PHASE. VERIFY LOCATION AND SIZE. CONNECT TO EXISTING FEED OR CROSS MAIN TO EXISTING FIRE SPRINKLER SYSTEM FEED OR CROSS MAIN. CONTRACTOR TO FIELD 5 SUPPLYING FIRE SPRINKLERS IN ADJACENT AREAS TO PROVIDE WATER SUPPLY. TABLE 2). CONNECT TO EXISTING FIRE SPRINKLER FEED AND/OR CROSS MAINS DISCHARGE DENSITY OF 0.20 GPM/SQ FT OVER 2,500 SQ FT (FM GLOBAL 3-26 HEIGHT (IN EXCESS OF 30 FEET) DESIGN FIRE SPRINKLER SYSTEM FOR A MINIMUM CLASSIFICATION OF LIGHT HAZARD (FM GLOBAL HC-1). DUE TO EXCESSIVE CEILING SYSTEM EXPANSION SHALL BE HYDRAULICALLY DESIGNED TO PROTECT A HAZARD FM GLOBAL DATA SHEETS AND SPECIFICATION SECTION 211313. FIRE SPRINKLER FIRE SPRINKLERS IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 13, PROTECT THROUGHOUT AREAS INDICATED ON PLAN. DESIGN, INSTALL AND TEST AREAS AS A PART OF THIS PROJECT PHASE. INSTALL FIRE SPRINKLERS TO FIRE SPRINKLER SYSTEM TO PROTECT FITNESS CENTER 182 (AND ASSOCIATED FITNESS CENTER 182 IS NOT PROTECTED BY FIRE SPRINKLERS. EXTEND EXISTING PROVIDE WATER SUPPLY. AND/OR CROSS MAINS SUPPLYING FIRE SPRINKLERS IN ADJACENT AREAS TO PRESENT WITHIN EACH ROOM/AREA. CONNECT TO EXISTING FIRE SPRINKLER FEED HC-2) OR LIGHT HAZARD (FM GLOBAL HC-1) AS APPROPRIATE FOR HAZARD DESIGNED TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY (FM GLOBAL SECTION 211313. FIRE SPRINKLER SYSTEM EXPANSION SHALL BE HYDRAULICALLY APPLICABLE PROVISIONS OF NFPA 13, FM GLOBAL DATA SHEETS AND SPECIFICATION INDICATED. DESIGN, INSTALL AND TEST FIRE SPRINKLERS IN ACCORDANCE WITH ALL REMODEL IN THIS PROJECT PHASE. INSTALL FIRE SPRINKLERS TO PROTECT AREA AREA INDICATED IS NOT PROTECTED BY FIRE SPRINKLERS AND WILL UNDERGO REMODEL. REFER TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF THROUGHOUT AREA IN ACCORDANCE WITH NFPA 13 AND FM GLOBAL DATA SHEETS. REQUIRED TO ACCOMMODATE REMODEL AND ENSURE FIRE SPRINKLER PROTECTION REMODEL. DEMO, MODIFY, ADJUST AND/OR ADD FIRE SPRINKLERS AND PIPING AS AREA INDICATED IS PROTECTED BY EXISTING FIRE SPRINKLERS AND WILL UNDERGO SPRINKLERS IN ADJACENT AREAS TO PROVIDE WATER SUPPLY. EXISTING FIRE SPRINKLER FEED AND/OR CROSS MAINS SUPPLYING FIRE APPROPRIATE FOR HAZARD PRESENT WITHIN EACH ROOM/AREA. CONNECT TO ORDINARY (FM GLOBAL HC-2) OR LIGHT HAZARD (FM GLOBAL HC-1) AS SHALL BE HYDRAULICALLY DESIGNED TO PROTECT A HAZARD CLASSIFICATION OF SHEETS AND SPECIFICATION SECTION 211313. FIRE SPRINKLER SYSTEM EXPANSION ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 13, FM GLOBAL DATA PROTECT AREA INDICATED. DESIGN, INSTALL AND TEST FIRE SPRINKLERS IN WILL UNDERGO REMODEL IN THIS PROJECT PHASE. INSTALL FIRE SPRINKLERS TO BID ALTERNATE - AREA INDICATED IS NOT PROTECTED BY FIRE SPRINKLERS AND 6 FACILITATE CEILING REPLACEMENT. MAY REMAIN BUT REMOVE AND RE-INSTALL COVER PLATES AS REQUIRED TO CEILING WORK TO OCCUR IN RACQUETBALL COURTS. EXISTING FIRE SPRINKLERS 1 1 1 4 4 4 4 1 1 1 3 3 3 2 2 2 6 6 6 6 6 5 5 55 55 5 5 5 N UP DN UP UP DN DN 1/16" = 1’-0" 1 FP-102 FIRE PROT. PLAN LEVEL 2 FIRE PROTECTION PLAN - LEVEL 2 JOHN W. HART BUILDING PHASE 3 REMODELREXBURG ID200542"1"0"654321 654321 EDCBADATE REVISION PROJECT NUMBER www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com 05/16/2016 JWS 11/23/2020 CONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/20201 2 43 5 6 7 10 11 12 13 14 15 16 17 21 22 23192018 FIRE SPRINKLER KEY NOTES 1 2 3 RE: SHEETS FP101 & FP102 4 SUPPLY NEW FIRE SPRINKLERS INSTALLED AS PART OF THIS PHASE. VERIFY LOCATION AND SIZE. CONNECT TO EXISTING FEED OR CROSS MAIN TO EXISTING FIRE SPRINKLER SYSTEM FEED OR CROSS MAIN. CONTRACTOR TO FIELD 5 SUPPLYING FIRE SPRINKLERS IN ADJACENT AREAS TO PROVIDE WATER SUPPLY. TABLE 2). CONNECT TO EXISTING FIRE SPRINKLER FEED AND/OR CROSS MAINS DISCHARGE DENSITY OF 0.20 GPM/SQ FT OVER 2,500 SQ FT (FM GLOBAL 3-26 HEIGHT (IN EXCESS OF 30 FEET) DESIGN FIRE SPRINKLER SYSTEM FOR A MINIMUM CLASSIFICATION OF LIGHT HAZARD (FM GLOBAL HC-1). DUE TO EXCESSIVE CEILING SYSTEM EXPANSION SHALL BE HYDRAULICALLY DESIGNED TO PROTECT A HAZARD FM GLOBAL DATA SHEETS AND SPECIFICATION SECTION 211313. FIRE SPRINKLER FIRE SPRINKLERS IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 13, PROTECT THROUGHOUT AREAS INDICATED ON PLAN. DESIGN, INSTALL AND TEST AREAS AS A PART OF THIS PROJECT PHASE. INSTALL FIRE SPRINKLERS TO FIRE SPRINKLER SYSTEM TO PROTECT FITNESS CENTER 182 (AND ASSOCIATED FITNESS CENTER 182 IS NOT PROTECTED BY FIRE SPRINKLERS. EXTEND EXISTING PROVIDE WATER SUPPLY. AND/OR CROSS MAINS SUPPLYING FIRE SPRINKLERS IN ADJACENT AREAS TO PRESENT WITHIN EACH ROOM/AREA. CONNECT TO EXISTING FIRE SPRINKLER FEED HC-2) OR LIGHT HAZARD (FM GLOBAL HC-1) AS APPROPRIATE FOR HAZARD DESIGNED TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY (FM GLOBAL SECTION 211313. FIRE SPRINKLER SYSTEM EXPANSION SHALL BE HYDRAULICALLY APPLICABLE PROVISIONS OF NFPA 13, FM GLOBAL DATA SHEETS AND SPECIFICATION INDICATED. DESIGN, INSTALL AND TEST FIRE SPRINKLERS IN ACCORDANCE WITH ALL REMODEL IN THIS PROJECT PHASE. INSTALL FIRE SPRINKLERS TO PROTECT AREA AREA INDICATED IS NOT PROTECTED BY FIRE SPRINKLERS AND WILL UNDERGO REMODEL. REFER TO ARCHITECTURAL PLANS TO DETERMINE SCOPE AND EXTENT OF THROUGHOUT AREA IN ACCORDANCE WITH NFPA 13 AND FM GLOBAL DATA SHEETS. REQUIRED TO ACCOMMODATE REMODEL AND ENSURE FIRE SPRINKLER PROTECTION REMODEL. DEMO, MODIFY, ADJUST AND/OR ADD FIRE SPRINKLERS AND PIPING AS AREA INDICATED IS PROTECTED BY EXISTING FIRE SPRINKLERS AND WILL UNDERGO SPRINKLERS IN ADJACENT AREAS TO PROVIDE WATER SUPPLY. EXISTING FIRE SPRINKLER FEED AND/OR CROSS MAINS SUPPLYING FIRE APPROPRIATE FOR HAZARD PRESENT WITHIN EACH ROOM/AREA. CONNECT TO ORDINARY (FM GLOBAL HC-2) OR LIGHT HAZARD (FM GLOBAL HC-1) AS SHALL BE HYDRAULICALLY DESIGNED TO PROTECT A HAZARD CLASSIFICATION OF SHEETS AND SPECIFICATION SECTION 211313. FIRE SPRINKLER SYSTEM EXPANSION ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF NFPA 13, FM GLOBAL DATA PROTECT AREA INDICATED. DESIGN, INSTALL AND TEST FIRE SPRINKLERS IN WILL UNDERGO REMODEL IN THIS PROJECT PHASE. INSTALL FIRE SPRINKLERS TO BID ALTERNATE - AREA INDICATED IS NOT PROTECTED BY FIRE SPRINKLERS AND 6 FACILITATE CEILING REPLACEMENT. MAY REMAIN BUT REMOVE AND RE-INSTALL COVER PLATES AS REQUIRED TO CEILING WORK TO OCCUR IN RACQUETBALL COURTS. EXISTING FIRE SPRINKLERS 2 2 2 2 1 1 1 1 4 4 4 4 1 1 1 1 2 2 2 CIRCUITING & GENERAL SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONKEYED NOTE REFERENCE1BRANCH CIRCUIT HOME-RUN TO PANEL INDICATEDA-1,3,53/4"C.-6#12,1#12GQTY & SIZE OF EQUIPMENT GROUND CONDUCTORQTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S)SIZE OF CONDUITA-1,3,53/4"C.-6#12,1#12GPANEL AND CIRCUIT DESIGNATIONSEQUIPMENT GROUNDING CONDUCTORTICK MARKSNEUTRAL CONDUCTOR(S)PHASE AND/OR SWITCH-LEG CONDUCTOR(S)BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALLBRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOORNEW EQUIPMENT, DEVICES, ETC.EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101*25,000ACALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER)FIRE ALARM SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONDETECTOR SUBSCRIPTSP PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTORID IN-DUCT SMOKE DETECTOR H HEAT DETECTORM MULTI-STATION SMOKE DETECTOR (120V W/BATTERY BACKUP)FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF)FFACPNOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF)REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF)NACRAMANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72)MAGNETIC DOOR HOLD OPEN ADDRESSABLE CONTROL/RELAY MODULEMMCMADDRESSABLE MONITORING MODULEFIRE ALARM FLOW SWITCHFIRE ALARM TAMPER SWITCHFSTSWALL MOUNTED FIRE ALARM HORN ONLYWALL MOUNTED FIRE ALARM STROBE ONLY(CANDELA RATING AS INDICATED)#ADDRESSABLE DETECTOR WITH BASE####CEILING MOUNTED FIRE ALARM STROBE ONLY(CANDELA RATING AS INDICATED)####WALL MOUNTED FIRE ALARM SPEAKER STROBE(CANDELA RATING AS INDICATED)CEILING MOUNTED FIRE ALARM SPEAKER STROBE(CANDELA RATING AS INDICATED)EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC.FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSDA. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP.B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT.C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS.D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR.E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS.F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER.G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN.H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES.I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS).J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN.L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY.M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS.N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES.GENERAL FIRE ALARM SYSTEM NOTESLIGHTING SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONPARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ONDRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION.2X4 FLUORESCENT OR LED FIXTURE2X2 FLUORESCENT OR LED FIXTURESURFACE MOUNTED FLUORESCENT OR LED FIXTURESTRIP FLUORESCENT OR LED FIXTUREWALL MOUNTED FLUORESCENT OR LED FIXTUREEXTERIOR WALL MOUNTED FIXTUREROUND RECESSED FIXTURESURFACE OR PENDANT FIXTURELIGHT FIXTURE SUBSCRIPTSNL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT)EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE)DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS.SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCHSCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION.SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION.SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION)SWITCH SUBSCRIPTS3 3-WAY SWITCH4 4-WAY SWITCHD DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES)ELV DIMMER: ACUITY P/N: ISD 400 ELV 120 **0-10V DIMMER: ACUITY P/N: ISD BC 120/277 **K KEYED SWITCHF TIMER SWITCH (INTERMATIC MODEL EI400 SERIES)P PILOT LIGHTED SWITCHF1LIGHT FIXTURE TYPE DESIGNATIONS###WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACKCONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT.LV LOW-VOLTAGE SWITCH (PER DWG'S)T THERMAL-OVERLOAD SWITCHM SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C.WP WEATHERPROOF2P DOUBLE POLE, SINGLE THROW SWITCHGENERAL LIGHTING NOTES:A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC.B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V DIMMING CONTROLS BETWEEN SWITCH AND FIXTURES.D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA.###FMPOWER SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION)'MSB''T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION)'LA'ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULESFOR ADDITIONAL INFORMATION)DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATEDTYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3RFUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATEDTYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R(30A FUSES)COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4XJJUNCTION BOXCR = CORD REEL; SEE DRAWINGS FOR INFORMATIONCD = CORD DROP; SEE DRAWINGS FOR INFORMATIONEQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENTPRIOR TO ROUGH-INMOTOR CONNECTIONPOWER AND/OR DATA SERVICE POLEFLOORBOX WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATIONFLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) FB#FB#SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS)CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN)DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTGFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTDOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTGFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT.RECEPTACLE AND EQUIPMENT SUBSCRIPTSACABOVE COUNTERWPWEATHERPROOF (UL LISTED WEATHER-RESISTANT)42"MOUNTING HEIGHT AFF OR AFGIGISOLATED GROUNDSSURGE-PROTECTION TYPEREFREFRIGERATORWWASHING MACHINEDDRYER (30A-240V RATED RECPT.)MMICROWAVE HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. TSOR30A/3P/3RSIZE 1(30A FUSES)SMALL EXHAUST FAN CONNECTIONTV120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONSUSB120V RECPT. WITH USB CHARGING PORTSEWCELECTRIC WATER COOLER; (SEE DETAIL. RECPT. SHALL BE ACCESSIBLE, DO NOT MOUNT BEHIND HOUSING.)DISPGARBAGE DISP. (UNDER SINK)DWDISHWASHER (COORDINATE W/ MILLWORK, INSTALL PER NEC 422.16(B)(2)).M/RMICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK)RELECTRIC RANGE (50A-240V RATED RECPT.)GENERAL SPECIAL SYSTEM NOTES:A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC.SPECIAL SYSTEMS SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONDATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-XTELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_T-XTELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE(SEE NOTES 1,2,3 BELOW)_T/_D-XCEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-XA. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG.B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT.C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS.D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE.E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES:RECESSED WALL MOUNTED AV OUTLETHUBBELL ENCLOSURE #NSV62M(1) POWERKIT HBL#NSOKPS, (1) 4-PORT DATA PLATE HBL#NSP14WMOUNT BEHIND TV HEIGHT PER ARCHITECHE.C. SHALL INSTALL 1" C., FROM DATA COMPARTMENT TO IT ROOM, INSTALL (1) COAX CABLE AND (1) CAT 6A CABLE TO DATA RACK, MAKE ALL TERMINATIONS.LARGE CAPACITY 3-GANG AV BOX W/ RECEPTACLE, (SEE NOTE 2 BELOW)HUBBELL# HBL263 WITH 3-GANG MUDRING & LV DIVIDER HBL981; PROVIDE 3-GANG DECORA COVER PLATE WITH THE FOLLOWING:(1) 20A DUPLEX RECEPTACLE(1) DATA INSERT (LEVITON P/N: 4164x-xxx) OR EQUAL(1) BRUSH PASSTHROUGH INSERT (LEVITON P/N: 41075-DBx).INSTALL 1 1/2" CONDUIT FROM BOX TO ABOVE ACCESSIBLE CEILING W/DATA CABLING/ TERMINATIONS AS INDICATED ON DRAWINGS. TVAV_D-XSPECIAL SYSTEMS NOTES:1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED.2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2"3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATEDTHROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED)4. USE A MINIMUM OF 1" CONDUIT FOR ALL DATA CABLING WALL PATHWAY SYSTEM; STI FIRESTOP EZ-PATH SERIES INSTALL THROUGH WALL ABOVE ACCESSIBLE CEILING, FIELD VERIFY EXACT LOCATION TO AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. PROVIDE ALL REQUIRE MOUNTING HARDWARE AND ETC. FOR COMPLETE INSTALLATION.EPF2 = FIRE RATED, EZ-PATH SERIES 22EPF3 = FIRE RATED, EZ-PATH SERIES 33EPF4 = FIRE RATED, EZ-PATH SERIES 44EP3 = NON-FIRE RATED, EZ-PATH 33NEZ SERIES###FB#_D-XMULTI-SERVICE FLOORBOX; SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION._= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)P1PH2/C3/C3P3PH3W4WACADAAFFAFGAICALA or AMPANNAPATSAVAWGBFG CCATVCBCCTVCKTCCPCTCUDSEAE.C.EMEMTENTEPOEQUIPEXFAFACPFLAFMCGNDG.C.GENGFIGFPHDHIDHOAHPHPSHVHZIGIMCJ-BOXABBREVIATIONSSINGLE POLESINGLE-PHASETWO-CONDUCTORTHREE-CONDUCTORTHREE POLETHREE-PHASETHREE-WIREFOUR-WIREABOVE COUNTERAMERICANS WITH DISABILITIES ACTABOVE FINISHED FLOORABOVE FINISHED GRADEAMPERE INTERRUPTING CAPACITYALUMINUMAMPEREANNUNCIATORACCESS POINT(WIRELESS DATA)AUTOMATIC TRANSFER SWITCHAUDIO VISUALAMERICAN WIRE GAGEBELOW FINISHED GRADECEILING MOUNTEDCABLE TELEVISIONCIRCUIT BREAKERCLOSED CIRCUIT TELEVISIONCIRCUITCONDUITCONTROL PANELCURRENT TRANSFORMERCOPPERDISCONNECT SWITCHEACHELECTRICAL CONTRACTOREMERGENCYELECTRICAL METALLIC TUBINGELECTRICAL NONMETALLIC TUBINGEMERGENCY POWER OFFEQUIPMENTEXISTINGFIRE ALARMFIRE ALARM CONTROL PANELFULL LOAD AMPSFLEXIBLE METAL CONDUITGROUNDGENERAL CONTRACTORGENERATORGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT PROTECTIONHEAVY DUTYHIGH INTENSITY DISCHARGEHAND-OFF-AUTOMATICHORSE POWERHIGH PRESSURE SODIUMHIGH VOLTAGEHERTZISOLATED GROUNDINTERMEDIATE METAL CONDUITJUNCTION BOXVKVAkWkWhLEDLFMCLFNCLTGLVMAXM.C.MCAMCBMCCMDPMHMINMLOMOCPNANCNECNEMANFPANICNLNONTSOCOH DROLPBPPNLPTPTZQTYRCPRMCRNCSCASCBASFSPDSPECSWBDSWGRTLTPTTBTVTYPUGUPSVVAV.I.F.VFDW/W/OWPXFMRKILOVOLTKILOVOLT AMPEREKILOWATTKILOWATT HOURLIGHT EMITTING DIODELIQUID TIGHT FLEXIBLE METAL CONDUITLIQUID TIGHT FLEXIBLE NONMETALLIC CONDUITLIGHTINGLOW VOLTAGEMAXIMUMMECH. CONTRACTORMINIMUM CIRCUIT AMPSMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMAIN DISTRIBUTION PANELMANHOLEMINIMUMMAIN LUGS ONLYMAXIMUM OVERCURRENT PROTECTIONNOT APPLICABLENORMALLY CLOSEDNATIONAL ELECTRICAL CODENATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNATIONAL FIRE PROTECTION ASSOCIATIONNOT IN CONTRACTNIGHT LIGHTNORMALLY OPENNOT TO SCALEON CENTEROVERHEAD DOOROVERLOADPUSHBUTTONPHASEPANELPOTENTIAL TRANSFORMERPAN/TILT/ZOOMQUANTITYREFLECTED CEILING PLANRIGID METAL CONDUITRIGID NONMETALLIC CONDUITSHORT CIRCUIT AMPSSTANDARD COLOR BY ARCHITECTSQUARE FOOT (FEET)SURGE PROTECTION DEVICESPECIFICATIONSWITCHBOARDSWITCHGEARTWIST LOCKTWISTED PAIRTELEPHONE TERMINAL BOARDTELEVISIONTYPICALUNDERGROUNDUNINTERRUPTIBLE POWER SUPPLYVOLTSVOLT AMPEREVERIFY IN FIELDVARIABLE FREQUENCY DRIVEWITHWITHOUTWEATHERPROOFTRANSFORMERA. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL.C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC.E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT.F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN.G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC.H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES.J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS.K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE:1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND CABLING SUB. REFER TO SECTION 26 6210(1.4)(E) FOR ADDITIONAL INFORMATION.PROJECT GENERAL NOTES:CONTACT: Jarom Taylor Nexant(801) 746-1623for assistanceUTILITY LIGHTING REBATES & INCENTIVES:IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS.TYPICAL DEVICE MOUNTING HEIGHTS:GENERAL COORDINATION NOTE:GENERAL DETAIL NOTES:FINISH FLOOR1' - 6''THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TOLIGHT SW.(OR AS NOTED)* 4' - 0''* 3' - 6''(OR AS NOTED)RECEPTACLE@ MILLWORKBACKSPLASHCAB. DIMENSIONSPER ARCH. DETAIL6"CABINET* E.C. SHALL COORDINATE ALL DEVICEMOUNTING HGTS. AND EXACT LOCATIONWITH ARCHITECTURAL INTERIORELEVATIONS REPORT CONFLICTS TOARCHITECT **PRIOR TO ROUGH-IN**ROUGH-IN.TYPICAL FOR ALL DEVICESMOUNTED ABOVE COUNTER(ie C.O.'S, DATA, PHONE etc.)A.B.C.D.ALL MOUNTING HEIGHTS TYPICAL UNLESSNOTED OTHERWISE.COORDINATE OUTLET HEIGHTS WITHARCHITECTS MILLWORK DWGS. TO INSURETHAT OUTLETS WILL NOT FALL BEHINDCABINETS, BACKSPLASHES, OR INTERFEREWITH WAINSCOTING, ETC.ALL SWITCHES AND THERMOSTATS TO BEMOUNTED AS CLOSE TO DOOR JAMS ASPOSSIBLE. COORDINATE ALL DEVICES WITHARCHITECTURAL PLANS AND DETAILS.COORDINATE LIGHT SWITCH & OUTLETHEIGHTS WITHARCHITECTURALWAINSCOTING AND OR TILE WORK SO ASNOT TO FALL MIDWAY IN THESE FINISHES.FIRE6' - 8''FIRE ALARM NOTIFICATIONDEVICEFIREMANUAL PULL STATIONHANDLE SHALL BEBETWEEN 42" & 48" AFFCABINETRECEPT.TELE/DATAOUTLETTVOUTLETELECTRICAL EQUIP. CLEARANCEELECTRICALEQUIPMENTNOTE #1NOTE#4NOTE#3NOTE#2NOTES:1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES.3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR.4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE.GENERAL NOTES:A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT.8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:13 AMEG100ELECTRICALSYMBOLS &DETAILSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/202020054SECURITY & ACCESS CONTROL SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONCARD READER/KEYPAD: UTILIZE 4SQ. BOX W/ 1-GANG MUDRING, 3/4" C., TO ABOVE NEAREST ACCESSIBLE CEILING AND PULL STRINGCRCAMSECURITY CAMERA: PROVIDE AND INSTALL A 4SQ. BOX W/ 3/4" C., 1-CAT6A CABLE TO NEAREST I.T. ROOM. TERMINATE JACK ON THE CABLE FOR THE CAMERA, CAMERA TO BE MOUNTED OVER BOX. COORDINATE EXACT ROUGH-IN W/ OWNER'S CAMERA SPEC.CONNECTION TO DOOR FRAME FOR ACCESS CONTROL PROVIDE (1) 3/4" C,. FROM DOOR FRAME TO ABOVE NEAREST ACCESSIBLE CEILING, WITH PULL STRING• E.C. SHALL PROVIDE AND INSTALL CCTV CAMERA AS INDICATED ON DRAWINGS. PROVIDE ALL REQUIRED CABLING, TERMINATIONS AND MOUNTING HARDWARE. COORDINATE INSTALLATION WITH BYU-I SECURITY DEPARTMENT.• E.C. SHALL COORDINATE ALL ACCESS CONTROL ROUGH-IN AND INSTALLATIONS WITH BYU-I PRIOR TO ANY INSTALLATIONS.GENERAL SECURITY & ACCESS CONTROL NOTES:Contact:Braden Howard - System Integrator / Technical Services801-871-5483bhoward@barbizon.comwww.barbizon.comBARBIZON CONTACT INFORMATION:1 10/30/2020 Addendum #12 11/6/2020 Addendum #2 24356789101112131415161718212223242526272829BACDEFGHJKLMH1J11920F1G1C1D1(1/EE100)(2/ED100)(3/EE100)(2/EE100)WORK AREA -ACTIVITY STORAGE & ALTERNATEWORK AREA -ACTIVITY STORAGE & ALTERNATE(4/EE100)(6/EE100)(5/EE100)(3/ED100)WORK AREA -SPINNING ROOM & ACTIVITY STORAGE(1/EE101)(3/EE101)(2/EE101)(2/ED100)'NL'MAIN PANEL PROVIDE AND INSTALL NEW 225A 3P BREAKER FOR NEW PANEL 'NL'2 1/2' C., 4-4/0+GNDDISCONNECT AND REMOVE EXISTING MCC IN FIELD HOUSE. REMOVE ALL EXISTING CONDUIT AND FEEDER BACK TO SOURCE.A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:15 AMEG101FIRSTFLOOROVERALLPLANSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/20202005440'20'0"NORTHSCALE: 1" = 20'-0"1LEVEL 1 - OVERALL1 10/30/2020 Addendum #1 124356789101112131415161718212223242526272829BACDEFGHJKLMH1J11920F1G1C1D1(1/EE104)AREA OF WORK -MAIN GYM(5/ED100)(5/EE103)(4/EE103)AREA OF WORK -SOUTHWEST EXIT(4/ED100)(1/EE103)(3/EE103)AREA OF WORK -SOUTHEAST EXIT(6/EE103)(2/EE103)(2/ED101)(6/EE102)(5/EE102)AREA OF WORK -WOMEN'S LOCKERROOM(1/ED101)(1/EE102)(3/EE102)(2/EE102)AREA OF WORK -MEN'S LOCKERROOM'P3M'PANELLOCATED IN LEVEL (3) MECH ROOM 333 AREA OF WORK -HVAC UPGRADE(1/EE105)AREA OF WORK -NORTH HALLWAY(3/ED101)(5/EE101)(4/EE101)(4/EE102)A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:SCALE: 1" = 20'-0"1LEVEL 2 - OVERALL40'20'0"NORTH8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:18 AMEG102SECONDFLOOROVERALLPLANJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020200541 10/30/2020 Addendum #1 TEE BAR GRIDPOWER SUPPLY CONDUIT FOR CEILING OR WALL "J" BOX.SUPPORT WIRE BY ELECTRICAL CONTRACTOR INDEPENDENT OF CEILING SYSTEM. (TYPICAL)ACOUSTIC CEILINGTILESUPPORT CLIPSALL SIDESENTRANCECONDUIT(S)4" SQUAREBOXRAISED RINGTO SUIT WALLRECEPTACLE - 20AMPRATED - SEE SPECIFICATIONS.NORMAL POWER COLOR - (SEE SPEC'S)COVER PLATE - STYLE & COLORTO BE AS PER SPECIFICATIONS.CIRCUIT NUMBER TO BE WRITTEN ONBACK OF COVER W/FELT-TIP MARKERGREEN INSULATEDGROUND CONDUCTORLEVEL 291' -0"1617F16 RECESSED LIGHT FIXTURECIRCUIT TO PANEL L, CIRCUIT THROUGH LIGHTING CONTACTOR LOCATED NEXT TO PANEL L.LIGHTING CONTROL (nLIGHT) SYSTEM SCHEDULETYPE MFGR. CATALOG # DESCRIPTIONNOTESCEILING SENSORSnD1 SENSOR SWITCH nCM-PDT-9-RJB-ADCXDUAL-TECHNOLOGY, SMALL MOTION, CEILINGOCCUPANCY SENSOR W/ AUTO DIMMING CONTROLPHOTOCELLnD2 SENSOR SWITCH nCM-PDT-10-RJB-ADCXDUAL-TECHNOLOGY, LARGE MOTION, CEILINGOCCUPANCY SENSOR W/ AUTO DIMMING CONTROLPHOTOCELLWALL SWITCHESSENSOR SWITCH nLIGHT ON/OFF PUSHBUTTONn1 SENSOR SWITCH nPODM nLIGHT ON/OFF PUSHBUTTON 3nD SENSOR SWITCH nPODM-DX nLIGHT ON/OFF PUSHBUTTON W/DIMMING 3nDC SENSOR SWITCH nPODM-DX-CCT nLIGHT ON/OFF PUSHBUTTON W/DIMMING, COLORCORRECTION3LIGHTING FIXTURE SCHEDULETYPE DESCRIPTION MOUNTING VOLTAGE LUMENSCOLORTEMP.(K) MFGR. CATALOG # NOTESF1 EDGE LITE EXIT SIGN W/90 MIN. BATTERY,GREEN LED, SINGLE FACE/DOUBL FACEWALL ORCEILING120-277 N/A N/A MULE LTG PVT-U-B-G-S/R-SCBAF2 2X2 LAY-IN LED, 0-10V DIMMING FLAT PANEL RECESSED 120-277 4000 4000 LITHONIA EPANL-2X2-400LM-80CRI-40K-MIN1-NLIGHT-MVOLTF2A 2X2 LAY-IN LED, 0-10V DIMMING FLAT PANELSURFACE MOUNTCEILING 120-277 4000 4000 LITHONIA EPANL-2X2-400LM-80CRI-40K-MIN1-NLIGHT-MVOLT-2X2SMKSHF2E 2X2 FLAT PANEL- 0-10 DIMMING W/ INTEGRALEMERGENCY TRANSFER DEVICERECESSED 120-277 4000 4000 LITHONIA SAME AS F2 BUT WITH INTEGRAL EMERGENCYTRANSFER DEVICEF2S 2X2 LAY-IN LED, 0-10V DIMMING FLAT PANEL SUSPENDED 120-277 4000 4000 LITHONIA EPANL-2X2-400LM-80CRI-40K-MIN1-NLIGHT-MVOLT- 2X2PANLACG36F3 2X2 LAY-IN LED, 0-10V DIMMING RECESSED 120-277 4000 4000 LITHONIA 2BLT2-TUWH-PROP-40L-SDP-MVOLT-NLTF4 6" ROUND RECESSED LED CAN, 0-10VDIMMINGRECESSED 120-277 1500 4000 LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10F4S 6" ROUND RECESSED LED CAN WETLOCATIONRECESSED 120-277 1500 4000 LITHONIA LDN6-40/15-LO6AR-LSS-MVOLT-EZ10-WLF5 1X4 SURFACE FIXTURE - LOCKER ROOMS SURFACE 120-277 4000 4000 KENALL MLHA5-48-F-CBA-PP-45L-40K-DCC-DVF5E 1X4 SURFACE FIXTURE - LOCKER ROOMS W/INTEGRAL EMERGENCY TRANSFER DEVICESURFACE 120-277 4000 4000 KENALL SAME AS F5 BUT WITH INTEGRAL EMERGENCYTRANSFER DEVICE6F6 2FT LINEAR WALL FIXTURE WALL ABOVEMIRROR120-277 2200 4000 LITHONIA WL2-22L-EZ1-LP840-N100F7 4FT LED STRIP, 0-10V DIMMING SURFACE/SUSPENDED120-277 4000 4000 LITHONIA CLX-L48-4000LM-SEF-RDL-MVOLT-GZ10-40K-80CRIF8 4FT LINEAR WALL FIXTURE WALL 120-277 3000 4000 LITHONIA WL4-30L-MVOLT-EZ1-LP840-N100F9 1X4 SURFACE FIXTURE - LOCKER ROOMS SURFACE 120-277 4000 4000 LITHONIA BLWP4-40L-ADP-EZ1-LP840-N100F10 2FT LED STRIP, 0-10V DIMMING SURFACE/SUSPENDED120-277LITHONIA CLX-L24-2000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI-F13 VAPOR TIGHT WALL LIGHT - STEAM ROOM WALL 120 N/A N/ALITHONIA VW150I M12PROVIDE WITH 75W. INC.F14 8FT LED STRIP, 0-10V DIMMING SURFACE/SUSPENDED120-277 8000 4000 LITHONIA CLX-L96-8000LM-SEF-RDL-MVOLT-GZ10-40K-80CRIF15 DISPLAY CASE LIGHTING RECESSED 120 4000 LITHONIA SL2L-QS-LOP-XX-FLP-GB-80CRI-40K-1000LMF-MIN1-120-NLIGHT8F16 RECESSED ARCHITECTURAL LIGHTING RECESSED 120 4000 LITHONIA FSM4L-FL-275LF-40K-1C-UNV-LD1-XFN-WH-XX 7,8F17 HANDRAIL LIGHTING IN HANDRAILFIXTURE FURNISHED W/ HANDRAIL 9SCALE: NONE1RECESSED LIGHT FIXTURE DETAILSCALE: NONE2RECEPTACLE MOUNTING DETAIL1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS.2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING.3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.)4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT.5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES.6. CONNECT ALL EMERGENCY FIXTURES TO BOTH NORMAL AND EMERGENCY POWER. CONNECT TO NEAREST EM LIGHTING CIRCUIT. EC SHALL FIELD IDENTIFY AND EXTEND.7. PROVIDE ALL REQUIRED FITTING AND COMPONENTS FOR A CONTINUOUS LIGHTING RUN8. REFER TO PLANS FOR LENGTH9. PROVIDE LOW VOLTAGE TRANSFORMER IN ACCESSIBLE LOCATION BELOW BLEACHERS, CORE DRILL COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. THROUGH BLEACHER INSTALL LIGHT FIXTURE IN HANDRAIL PER MANUFACTURE RECOMMENDATION.LIGHT FIXTURE SCHEDULE NOTES:1. PROVIDE 0-10V DIMMING CONDUCTORS (GREY & VIOLET) BETWEEN DEVICE AND LIGHT FIXTURE(S) FOR DIMMING AS INDICATED ON DWGS.2. ROUTE ASSOCIATED ROOM LTG CIRCUIT THROUGH RELAY FOR CONTROL, PROVDE 0-10V DIMMING AND LOW VOLTAGE CONNECTIONS AS INDICATED ON DRAWINGS AND DETAILS.3. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS.4. MOUNT DEVICE TO BOTTOM OF STRUCTURE.nLIGHT LIGHTING CONTROL SCHEDULE NOTES:nLIGHT LIGHTING CONTROL SCHEDULE GENERAL NOTES:• E.C. SHALL BE RESPONSIBLE FOR PROVIDING ALL LIGHTING CONTROL COMMISSIONING/PROGRAMMING OF ALL nLIGHT COMPONENTS. THE COMMISSIONING/PROGRAMMING SHALL BE DONE BY A nLIGHT CERTIFIED TECHNICIAN. • E.C. SHALL NOTIFY OWNER 1-WEEK PRIOR TO COMMISSIONING/PROGRAMMING OF THE SYSTEM SO THAT THE OWNER CAN PROVIDE REPRESENTATIVES DURING THE COMMISSIONING/PROGRAMMING PERIOD.8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:19 AMEG200ELECTRICALDETAILS, &SCHEDULESJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/202020054LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULETYPE MFGR. CATALOG #DESCRIPTIONNOTESAPPROVEDEQUALSCEILING SENSORS - LINE VOLTAGECD2 SENSOR SWITCH CMR PDT 9 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W MAX LOADCOOPER,WATTSOPPER,HUBBELLWALL SWITCHPODSSP1 SENSOR SWITCH sPODM-** LOW VOLTAGE PUSH-BUTTON SWITCHPOD, 1-POLE2,3,4 COOPER1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES.2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS.3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS.4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES.5. PROVIDE 0-10V DIMMING CONDUCTORS (GRAY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL.6. PROGRAM ON/OFF TIMES OF RELAY'S AS DIRECTED BY OWNER. PROVIDE COMMISSIONING AS INDICATED IN GENERAL NOTES BELOW.7. CUSTOM WALL STATION ENGRAVINGS IS REQUIRED FOR WALL STATION(S) AND SHALL BE SPECIFIED/COORDINATED WITH OWNER AFTER PROGRAMING OF SYSTEM.CONTROL & OCCUPANCY SENSOR SCHEDULE NOTES:• E.C. SHALL BE RESPONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, THE DAYLIGHTING SET-POINTS SHALL BE COORDINATED WITH THE OWNER FOR EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED PERSON.• LIGHTING IS SPACES WITH WIRELESS CONTROLS SHALL BE FIELD TUNED TO FOOTCANDLE LEVELS THAT ARE SATISFACTORY TO THE OWNER DURING PROGRAMMING AND COMMISSIONING OF THE WIRELESS CONTROL SYSTEM.GENERAL LIGHTING CONTROL NOTES:SCALE: 1/4" = 1'-0"3MAIN GYM NORTH EXIT - ELEVATION16'8'0"S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPEA = ARC-FAULT BREAKERGP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANELBRK NOTES:TOTAL ESTIMATED DEMAND AMPS:156 ATOTAL AMPS:161 A 154 A 154 ATOTAL LOAD:19.3 kVA 18.4 kVA 18.4 kVA41 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 4239 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 4037 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 3835 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 3633 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 3431 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 3229 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 3027 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 2825 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 2623 ---- -- -- 769 769 -- -- -- --2421 ---- -- -- 769 769 -- -- -- --2219 WASHER20 A 3 769 769 3 20 A WASHER 2017 ---- -- -- 8454 8454 -- -- -- --1815 ---- -- -- 8454 8454 -- -- -- --1613 DRYER125 A 3 8454 8454 3 125 A DRYER 1411 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 129 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 107 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 85 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 63 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 41 SPARE -- 20 A 1 0 900 1 20 A Receptacle 2CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKTNOTES:MFG & MODEL:SQ. D/NQ SERIESDIMENSIONS:20"W x 5.8"D x *"HFEED:2 1/2' C., 4-4/0+GNDENCLOSURE: BUSSING:SEE SPEC'SMBR AMPS:N/AMOUNTING:WIRES:4PANEL AMPS:225 A JOHN W. HART BUILDING...FED FROM: PHASES:3PANEL TYPE:MLO JOHN W. HART BUILDING...LOCATION: VOLTAGE:120/208 WyeA.I.C. RATING:10,000PROJECT:PANEL: NLPAYNE ENGINEERINGS = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPEA = ARC-FAULT BREAKERGP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANELBRK NOTES:TOTAL ESTIMATED DEMAND AMPS:134 ATOTAL AMPS:134 A 132 A 132 ATOTAL LOAD:16.0 kVA 15.9 kVA 15.9 kVA41 SPARE -- 20 A 1 0 0 -- -- -- --4239 SPARE -- 20 A 1 0 0 -- -- -- --4037 SPARE -- 20 A 1 0 0 3 20 A -- SPARE 3835 SPARE -- 20 A 1 0 0 -- -- -- --3633 SPARE -- 20 A 1 0 0 -- -- -- --3431 DISPLAY SCREEN 20 A 1 180 0 3 20 A -- SPARE 3229 ---- -- -- 1585 1585 -- -- -- --3027 ---- -- -- 1585 1585 -- -- -- --2825 Curtain Hoist 20 A 3 1585 1585 3 20 A Curtain Hoist 2623 ---- -- -- 1585 1585 -- -- -- --2421 ---- -- -- 1585 1585 -- -- -- --2219 Curtain Hoist 20 A 3 1585 1585 3 20 A Curtain Hoist 2017 ---- -- -- 1585 1585 -- -- -- --1815 ---- -- -- 1585 1585 -- -- -- --1613 Curtain Hoist 20 A 3 1585 1585 3 20 A Curtain Hoist 1411 ---- -- -- 1585 1585 -- -- -- --129 ---- -- -- 1585 1585 -- -- -- --107 Curtain Hoist 20 A 3 1585 1585 3 20 A Curtain Hoist 85 ---- -- -- 1585 1585 -- -- -- --63 ---- -- -- 1585 1585 -- -- -- --41 Curtain Hoist 20 A 3 1585 1585 3 20 A Curtain Hoist 2CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKTNOTES:MFG & MODEL:SQ. D/NQ SERIESDIMENSIONS:20"W x 5.8"D x *"HFEED:ENCLOSURE: BUSSING:SEE SPEC'SMBR AMPS:400 AMOUNTING:WIRES:4PANEL AMPS:400 A JOHN W. HART BUILDING MEP-bFED FROM: PHASES:3PANEL TYPE:MBR JOHN W. HART BUILDING PHASE 3...LOCATION: VOLTAGE:120/208 WyeA.I.C. RATING:10,000PROJECT:PANEL: H1PAYNE ENGINEERINGSUPPLY WITH INTEGRAL SPDSUPPLY WITH INTEGRAL SPD1 10/30/2020 Addendum #12 11/6/2020 Addendum #2 PLATFORM FLOORMONITORRECESSED CONTROL BOXRELOCATE EXISTING FIRE ALARM DEVICE TO NEW STAGE LEFT WALL. RE-ESTBALISH FUNCTIONALITYREWORK EXISTING CIRCUITS FROM STAGE FLOOR POCKETS INTO A WIRE GUTTER UNDER THE STAGE. SPLICE AND EXTEND TO EXISTING DIMMER RACKS. REMOVE EXISTING WIRING CABINET.E.C. SHALL DISCONNECT AND REMOVE ALL COMPONENTS FROM THIS WALL THEN REINSTALL ON THE WALL TO THE WEST. INTERCEPT ALL EXISTING CONDUIT AND CONDUCTORS, SPLICE AND EXTEND TO NEW LOCATIONS.E.C. SHALL DISCONNECT AND REMOVE ALL COMPONENTS FROM THIS WALL THEN REINSTALL ON THE WALL TO THE WEST. INTERCEPT ALL EXISTING CONDUIT AND CONDUCTORS, SPLICE AND EXTEND TO NEW LOCATIONS.RELOCATE AUDIO PATCH PANEL TO WEST WALL. INSTALL A 4" CONDUIT UNDER STAGE TO NEW LOCATION WITH PULL CORD. CABLING BY OWNERRELOCATE EXISTING LIGHT SWITCH TO NEW STAGE LEFT WALL. RE-ESTABLISH FUNCTIONALITY W/ EXISTING LOAD.EXISTING PANEL TO REMAINPLATFORM FLOOREXISTING J-BOX TO REMAINEXISTING CONDUITS TO REMAINCONDUITCABLE TRAYSTAGE LEVELNEW CONDUIT SUPPORT BRACKETS. E.C. SHALL CONNECT EXISTING CONDUIT TO NEW SUPPORT BRACKETS THEN PROTECT DURING WALL DEMOLITION. COORDINATE WITH G.C.EXISTING CABLE TRAY TO REMAINREMOVE WIRE WAY, CABLE TRAY AND EMPTY CONDUITS FROM EAST WALL TO ACCOMMODATE REMODELDISCONNECT AND REMOVE EXISTING RECEPTACLE, ALL ASSOCIATED CONDUIT, AND WIREREMOVE THIS PORTION OF CABLE TRAY TO ACCOMMODATE REMODELSTAGE FLOORRELOCATE EXISTING DRY LINE BOX TO EAST WALL. REWORK CONDUIT UNDER THE STAGE. INSTALL NEW CONDUCTORS BETWEEN STAGE LEFT AND STAGE RIGHT. TOTAL OF (12) LINES.WALL MOUNTED TRAYRELOCATE EXISTING A/V PATCH PANELS TO EAST WALL INSTALL A 4" CONDUIT UNDER THE STAGE WITH PULL CORD TO NEW LOCATION. CABLING BY OWNERDISCONNECT AND REMVOE EXISTING RECEPTACLE. REMOVE ALL ASSOCIATED CONDUIT AND WIRE IN CONFLICT WITH REMODEL.RELOCATE J-BOXES AND COMPONENTS TO EAST WALL. INTERCEPT ALL EXISTING OVER HEAD CONDUITS AND REROUTE TO NEW LOCATIONSUNISTRUT ANCHORINSTALL INSULATED BUSHINGS ON ALL CONDUIT ENDS (TYP)4" C TO ABOVE ACCESSABLE CEILING4" C UNDER HALLWAY RAMP AND THROUGH WALLFINISH FLOOR18" CABLE TRAYCEILINGSCALE: 1" = 1'-0"1PLATFORM LEFT ELEVATION-EXISTINGSCALE: 1/2" = 1'-0"2PLATFORM LEFT STAIR ELEVATION-EXISTINGSCALE: 1" = 1'-0"3PLATFORM RIGHT ELEVATION-EXISTING2'1'0"2'1'0"SCALE: 1" = 1'-0"4VERTICAL FIBER TRAY2'1'0"4'2'1'0"8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:21 AMEG201ELECTRICALELEVATIONSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/202020054DETAIL NOTE:EC SHALL FIELD VERIFY ALL EXISTING COMPONENTS, CONDITIONS AND REQUIRED CONDUCTORS AND CABLE TO BE RELOCATED. INCLUDE THESE CONDITIONS IN BASE BID.1 10/30/2020 Addendum #12 11/6/2020 Addendum #2 SJCR3318HJKH1J11920G1HAND DRYER1111111114(TYP)14(TYP)1118DEF1920F1C1D11111111111131323111517HJKH1J1111111131415BCC14" C4" C26333466226355772289101821CD1920C1111EXISTING PANEL MDM TO REMAIN22223422222255544122223ALTERNATE #5A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 EXISTING 1200A FEEDER (4-4"C.,4-#350+GND) TO BE REWORKED TOACCOMMODATE REMODEL. SEE REMODELED PLAN.2 REMOVE EXISTING LIGHTING IN CONFLICT W/ REMODEL REMOVE ALLASSOCIATED CONTROLS, CONDUIT AND WIRE BACK TO NEXT ACTIVEBOX OR SOURCE.3 REMOVE EXISTING DEVICE IN CONFLICT W/ REMODEL. REMOVE ALLASSOCIATED CONDUIT AND WIRE BACK TO NEXT ACTIVE BOX ORSOURCE.4 EXISTING DEVICE TO REMAIN PROTECT, MAINTAIN, ORRE-ESTABLISH ELECTRICAL SERVICES TO THIS DEVICE. REPLACEEXISTING DEVICE AND COVER PLATE.5 EXISTING FIXTURE TO REMAIN PROTECT, MAINTAIN, ORRE-ESTABLISH ELECTRICAL SERVICE TO THIS FIXTURE.6 DISCONNECT AND REMOVE EXISTING FIRE ALARM DEVICE INCONFLICT W/ REMODEL REMOVE ALL ASSOCIATED CONDUIT ANDCABLING.7 EXISTING ADA AND DOOR ACCESS TO REMAIN.8 EXISTING EQUIPMENT RACK TO SHIFT TO THE EAST REWORK ANDREROUTE SURFACE MOUNTED POWER TO ACCOMMODATE NEWDOOR.9 RELOCATE EXISTING ADA DOOR CONTROL AS REQUIRED TOACCOMMODATE NEW DOOR.10 EXISTING 4" CONDUIT IN CONFLICT W/ REMODEL. CAREFULLYPULLBACK EXISTING FIBER OPTIC CABLE AND INNERDUCTS THENREINSTALL INNERDUCT AND FIBER IN NEW CONDUIT.11 ALL EXISTING ELECTRICAL, FIRE ALARM, AND IT EQUIPMENT WITHINTHIS AREA IS TO BE REMOVED, UNLESS SPECIFICALLY INDICATEDOTHERWISE. WHEN EXISTING SWITCH BOXES OR OUTLET BOXESFALL WITHIN OR VERY NEAR NEW OUTLET/SWITCH LOCATIONS.ELECTRICAL CONTRACTOR MAY UTILIZE EXISTING ROUGH-IN, ETC. INLIEU OF INSTALLING NEW. ELECTRICAL CONTRACTOR SHALLMAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAMEQUIPMENT/DEVICES THAT ARE TO REMAIN. REMOVE ALLASSOCIATED CONDUITS BACK TO NEXT ACTIVE BOX OR SOURCE.REMOVE ALL UNUSED CONDUIT.12 CAREFULLY REMOVE EXISTING J-BOX E.C. MAY UTILIZE J-BOX IFCOMPATIBLE WITH NEW DESIGN.13 EXISTING PANEL TO REMAIN PROTECT DURING CONSTRUCTION.14 CAREFULLY DISCONNECT, REMOVE, AND CLEAN EXISTING LED FLATPANEL LIGHTING AND UTILIZE LIGHTING IN REMODEL.15 E.C. SHALL PROVIDE NEW PANEL INDEX FOR ALL PANELS MODIFIEDBY THIS REMODEL. NEW INDEX SHALL REFLECT ALL CONNECTEDLOADS.SCALE: 1/8" = 1'-0"3MEN'S & WOMEN'S RESTROOM & NEW WELLNESS CENTER-EXISTINGSCALE: 1/8" = 1'-0"2SPINNING CLASSROOM & ACTIVITY STORAGE-EXISTINGSCALE: 1/8" = 1'-0"1ACTIVITY STORAGE & ALTERNATE-EXISTINGSCALE: 1/8" = 1'-0"4SOUTHEAST EXIT - EXISTINGSCALE: 1/8" = 1'-0"5SOUTHWEST EXIT -EXISTINGNORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER.3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER.4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. ALL CABLE FROM DATA DEVICES MARKED FOR DEMO SHOULD BE PULLED BACK TO PATCH PANEL AND REMOVED.SPECIAL DEMOLITION NOTES:8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATEREVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:09:52 AMED100LOWERLEVELEXISTINGELECTRICALJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020200541 10/30/2020 Addendum #12 11/6/2020 Addendum #2 JFJJJ789BCDC1D1HAND DRYER11112BCDEC1D11101112131415161718212223LM1920DISPLAY CASEDISPLAY CASERACEWAY & RECEPTACLES ON FLOOR1122345665787744491010107777(TYP)(TYP)1010101011LIGHTING CONTACTOR1212A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 ALL EXISTING ELECTRICAL, FIRE ALARM, AND IT EQUIPMENT WITHINTHIS AREA IS TO BE REMOVED, UNLESS SPECIFICALLY INDICATEDOTHERWISE. WHEN EXISTING SWITCH BOXES OR OUTLET BOXESFALL WITHIN OR VERY NEAR NEW OUTLET/SWITCH LOCATIONS.ELECTRICAL CONTRACTOR MAY UTILIZE EXISTING ROUGH-IN, ETC. INLIEU OF INSTALLING NEW. ELECTRICAL CONTRACTOR SHALLMAINTAIN/RE-ESTABLISH CONTINUITY TO ALL DOWNSTREAMEQUIPMENT/DEVICES THAT ARE TO REMAIN. REMOVE ALLASSOCIATED CONDUITS BACK TO NEXT ACTIVE BOX OR SOURCE.REMOVE ALL UNUSED CONDUIT.2 DISCONNECT AND REMOVE EXISTING FIRE ALARM DEVICE INCONFLICT W/ REMODEL REMOVE ALL ASSOCIATED CONDUIT ANDCABLING.3 EXISTING PLUG MOLD TO REMAIN, PROTECT, MAINTAIN, AND/ORRE-ESTABLISH ELECTRICAL SERVICE.4 EXISTING FIRE ALARM DEVICE TO REMAIN, PROTECT, MAINTAIN, ORRE-ESTABLISH SERVICE TO DEVICE5 EXISTING PROGRAM CLOCK TO REMAIN.6 REMOVE EXISTING LIGHTING IN CONFLICT W/ REMODEL REMOVE ALLASSOCIATED CONTROLS, CONDUIT AND WIRE BACK TO NEXT ACTIVEBOX OR SOURCE.7 EXISTING FIXTURE TO REMAIN PROTECT, MAINTAIN, ORRE-ESTABLISH ELECTRICAL SERVICE TO THIS FIXTURE.8 EXISTING PANEL TO REMAIN PROTECT DURING CONSTRUCTION.9 EXISTING CAMERA TO REMAIN.10 EXISTING DEVICE TO REMAIN PROTECT, MAINTAIN, ORRE-ESTABLISH ELECTRICAL SERVICES TO THIS DEVICE. REPLACEEXISTING DEVICE AND COVER PLATE.11 DISCONNECT AND REMOVE ABANDONED LIGHTING CONTROL12 EXISTING WIRELESS ACCESS POINT TO REMAIN. PROTECT DURINGCONSTRUCTION.SCALE: 1/8" = 1'-0"2WOMEN'S LOCKER ROOM - EXISTINGSCALE: 1/8" = 1'-0"1MEN'S LOCKER ROOM - EXISTING16'8'0"16'8'0"NORTHNORTH16'8'0"NORTHSCALE: 1/8" = 1'-0"3NORTH HALL-EXISTING1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER.3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER.4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. ALL CABLE FROM DATA DEVICES MARKED FOR DEMO SHOULD BE PULLED BACK TO PATCH PANEL AND REMOVED.SPECIAL DEMOLITION NOTES:8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:09:54 AMED101UPPERLEVELEXISTINGELECTRICALJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020200541 10/30/2020 Addendum #12 11/6/2020 Addendum #2 JF3111213141516171821CDEFGHJKLH1J11920F1G1C1D1SCOREBOARDSTAGE ELECTRONICSSTAGE ELECTRONICSSTAGE ELECTRONICSEG2013EG20111111112133345463337EG201222891022524492329222222222229999992222222222299511412131313(TYP)(TYP)(TYP)141414141414EXISTING TELECOM ROOM UNDER BLEACHERS. PROTECT EXISTING CABLING AND PATHWAYA. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 EXISTING DEVICE TO REMAIN PROTECT, MAINTAIN, ORRE-ESTABLISH ELECTRICAL SERVICES TO THIS DEVICE. REPLACEEXISTING DEVICE AND COVER PLATE.2 EXISTING FIXTURE TO REMAIN PROTECT, MAINTAIN, ORRE-ESTABLISH ELECTRICAL SERVICE TO THIS FIXTURE.3 REMOVE EXISTING LIGHTING IN CONFLICT W/ REMODEL REMOVE ALLASSOCIATED CONTROLS, CONDUIT AND WIRE BACK TO NEXT ACTIVEBOX OR SOURCE.4 DISCONNECT AND REMOVE EXISTING FIRE ALARM DEVICE INCONFLICT W/ REMODEL REMOVE ALL ASSOCIATED CONDUIT ANDCABLING.5 EXISTING PROGRAM CLOCK TO REMAIN.6 EXISTING BASKETBALL STANDARD RAISE/LOWER CONTROL TO BEMOVED TO STORAGE ROOM 200. REPLACE ALL EXISTING CONTROLCONTACTORS TO ACCOMMODATE RELOCATION.7 EXISTING PANEL TO REMAIN PROTECT DURING CONSTRUCTION.8 EXISTING FLOOR POCKETS IN STAGE FLOOR TO REMAIN.9 EXISTING FIRE ALARM DEVICE TO REMAIN, PROTECT, MAINTAIN, ORRE-ESTABLISH SERVICE TO DEVICE10 EXISTING WIRELESS ACCESS POINT TO REMAIN. PROTECT DURINGCONSTRUCTION.11 REMOVE EXISTING DEVICE IN CONFLICT W/ REMODEL. REMOVE ALLASSOCIATED CONDUIT AND WIRE BACK TO NEXT ACTIVE BOX ORSOURCE.12 EXISTING CAMERA TO REMAIN.13 HOUSE AND THEATRICAL LIGHTING TO REMAIN, PROTECT, MAINTAIN,OR RE-ESTABLISH ELECTRICAL SERVICES TO FIXTURES14 DISCONNECT EXISTING BASKETBALL HOOP. RECONNECT NEWBASKETBALL HOOP WITH EXISTING CIRCUIT. ESTABLISH CONTROLSPER NEW MANUFACTURES DIRECTION.SCALE: 1/8" = 1'-0"1GYM-EXISTINGNORTH16'8'0"1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER.3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER.4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. 5. ALL CABLE FROM DATA DEVICES MARKED FOR DEMO SHOULD BE PULLED BACK TO PATCH PANEL AND REMOVED.SPECIAL DEMOLITION NOTES:8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:09:55 AMED102MAIN GYMEXISTINGELECTRICALJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020200541 10/30/2020 Addendum #12 11/6/2020 Addendum #2 CRCRCRCAMn1SnD2n1SnD2SnD2nDCRCRCRCRCRCRCAMnDCnDCSnD1SnD1SnD1nDSnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD117HJKH1J1ACTIVITY STOR.177CUSTODIAN176EQUIP. RM.178ACACACACALTERNATE #1ALTERNATE #22222217HJKH1J1ACTIVITY STOR.177CUSTODIAN176EQUIP. RM.178(TYP)F2(TYP)F2(TYP)F2ALTERNATE #1ALTERNATE #2218HJKH1J11920G1WOMEN'S181MEN'S183LAUNDRY RM.180WELLNESS CTR OFFICE179DWELLNESS CTR OFFICE179CWELLNESS CTR OFFICE179BSORT & ASSEMBLE179ANEW WELLNESS CENTER1792D-42D-442"42"ACACACCUSTODIAN OFFICE1752D-43D-43D-424"3333333'NL'NL-20,22,24NL-19,21,23NL-14,16,18NL-13,15,17ACNL-244442D-4318HJKH1J11920G1MEN'S183WOMEN'S181LAUNDRY RM.180NEW WELLNESS CENTER179SORT & ASSEMBLE179AWELLNESS CTR OFFICE179BWELLNESS CTR OFFICE179CWELLNESS CTR OFFICE179D(TYP)F3(TYP)F3(TYP)F2(TYP)F2F8F8F8F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F5F8F8F8(TYP)F5(TYP)F21111111F5F2F2(TYP)F2F2F2331F6F8F8F6F817HJKH1J1ACTIVITY STOR.177CUSTODIAN176EQUIP. RM.178ALTERNATE #1ALTERNATE #218HJKH1J11920G1WOMEN'S181MEN'S183LAUNDRY RM.180WELLNESS CTR OFFICE179DWELLNESS CTR OFFICE179CWELLNESS CTR OFFICE179BSORT & ASSEMBLE179ANEW WELLNESS CENTER179A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 CONNECT ALL OCCUPANCY SENSORS IN ROOM IN PARALLEL SOTHAT ANY OCC. SENSOR WILL TURN ON ALL ROOM LIGHTING.2 CIRCUIT TO PANEL V. PROVIDE AND INSTALL NEW BREAKERS ASNECESSARY TO ACCOMMODATE DESIGN, PROVIDE AND INSTALLNEW PANEL SCHEDULE.3 CIRCUIT TO PANEL B. PROVIDE AND INSTALL NEW BREAKERS ASNECESSARY TO ACCOMMODATE DESIGN, PROVIDE AND INSTALLNEW PANEL SCHEDULE.4 MAKE ALL REQUIRED CONNECTION TO WASHER AND DRYER.COORDINATE ROUGH IN WITH PRODUCT SHOP DRAWING.SCALE: 1/8" = 1'-0"1ACTIVITY STORAGE & ALTERNATE - POWERSCALE: 1/8" = 1'-0"2ACTIVITY STORAGE & ALTERNATE-LIGHTINGSCALE: 1/8" = 1'-0"4RESTROOM & NEW WELLNESS CENTER - POWERSCALE: 1/8" = 1'-0"5RESTROOM & NEW WELLNESS CENTERSCALE: 1/8" = 1'-0"3ACTIVITY STORAGE & ALTERNATE-FIRE ALARMSCALE: 1/8" = 1'-0"6MEN'S & WOMEN'S RESTROOM & NEW WELLNESS CENTER-FIRE ALARM16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTHA. PROVIDE ALL EQUIPMENT, MATERIALS AND LABOR NECESSARY TO EXPAND THE EXISTING FCI FIRE ALARM SYSTEM. THE SYSTEM ADDITION SHALL BE CONNECTED DIRECTLY TO THE EXISTING MAIN FIRE ALARM PANEL. THE INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPLETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTMENTS AND PLACE THE SYSTEM IN OPERATING ORDER.B. WITHIN 30 DAYS AFTER THE CONTRACT AWARD AND PRIOR TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:· A LIST OF MATERIALS THAT ARE TO BE USED ON THE PROJECT, INCLUDINGMANUFACTURER, MODEL NUMBER AND TECHNICAL INFORMATION.· PRELIMINARY CIRCUIT DIAGRAMS SHOWING INTERCONNECTION OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.· TECHNICAL MANUALS FOR ALL OF THE EQUIPMENT THAT IS TO BE USED ON THE PROJECT.· SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGINEER.C. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYSTEM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL LISTING.FIRE ALARM EXPANSION NOTES:8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:09:58 AMEE100ACTIVITYSTORAGE,WELLNESSCENTER &RESTROOMSELECTRICALPLANJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020200541 10/30/2020 Addendum #12 11/6/2020 Addendum #2 TV2TV2TV2CRCRCRCAMCAMSnD1SnD1SnD1n1nD33SnD1SnD1SnD1SnD1J18DEF1920F1C1D1ACTIVITY STOR.191SPINNING RM.18916D-5MECH.190'B''Y'3333D-43STOR.189A33STOR.190B18DEF1920F1C1D1(TYP)F2S(TYP)F2S(TYP)F2SACTIVITY STOR.191SPINNING RM.189F14F14F14F14F14F14'Y''B'3F2SF2SF2SF2SSTOR.189ASTOR.190BMECH.19018DEF1920F1C1D1ACTIVITY STOR.191SPINNING RM.189STOR.189ASTOR.190B101112131415161718212223LM1920F10TICKET OFFICE220DISPLAY221F2F2F2EF2F2F2NORTH EXITE003F2AF2AF2AF2AF2A'L'22DMX GATEWAY TO EXISTING HOUSE LIGHTING CONTROL NETWORKF4F4F4F4F4F15F15F15F1524EG2003F1652(TYP)(TYP)101112131415161718212223LM19203D-43D-43D-4222ACACAC'L'EXISTING PANEL TO REMAINA. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 SLIM-LINE AV SYSTEM CABINET. PROVIDE DUAL-CHANNEL SURFACEWIREMOLD FROM CEILING DOWN TO CABINET FOR POWER, DATA,AND AV CABLES. WIREMOLD SHALL BE LEGRAND ALA4800 SERIES.PROVIDE (2) DUPLEX OUTLETS IN CABINET. PROVIDE 1 1/2" CHASEBETWEEN WIREMOLD AND CABINET FOR DATA AND AV CABLES.COORDINATE EXACT PLACEMENT WITH CABINET. PROVIDE A #10GREEN INSULATED GROUND CONDUCTOR FROM CABINET TONEAREST ELECTRICAL ROOM GROUND BAR. FIELD VERIFY FINALLOCATION PRIOR TO ROUGH-IN. PROVIDE ALL WIREMOLDACCESSORIES AND COMPONENTS FOR A COMPLETE INSTALLATION.2 CIRCUIT TO PANEL L. PROVIDE AND INSTALL NEW BREAKERS ASNECESSARY TO ACCOMMODATE DESIGN, PROVIDE AND INSTALLNEW PANEL SCHEDULE.3 CIRCUIT TO PANEL Y. PROVIDE AND INSTALL NEW BREAKERS ASNECESSARY TO ACCOMMODATE DESIGN, PROVIDE AND INSTALLNEW PANEL SCHEDULE.4 CONNECT TO EXISTING DISPLAY CASE LIGHTING CIRCUIT ANDCONTROLS.5 CIRCUIT THROUGH LIGHTING CONTACTOR LOCATED NEXT TO PANELL. PROGRAM PER OWNER.SCALE: 1/8" = 1'-0"1SPINNING ROOM & ACTIVITY STORAGE - POWERSCALE: 1/8" = 1'-0"2SPINNING ROOM & ACTIVITY STORAGE-LIGHTINGSCALE: 1/8" = 1'-0"3SPINNING ROOM & ACTIVITY STORAGE-FIRE ALARMA. PROVIDE ALL EQUIPMENT, MATERIALS AND LABOR NECESSARY TO EXPAND THE EXISTING FCI FIRE ALARM SYSTEM. THE SYSTEM ADDITION SHALL BE CONNECTED DIRECTLY TO THE EXISTING MAIN FIRE ALARM PANEL. THE INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPLETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTMENTS AND PLACE THE SYSTEM IN OPERATING ORDER.B. WITHIN 30 DAYS AFTER THE CONTRACT AWARD AND PRIOR TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:· A LIST OF MATERIALS THAT ARE TO BE USED ON THE PROJECT, INCLUDINGMANUFACTURER, MODEL NUMBER AND TECHNICAL INFORMATION.· PRELIMINARY CIRCUIT DIAGRAMS SHOWING INTERCONNECTION OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.· TECHNICAL MANUALS FOR ALL OF THE EQUIPMENT THAT IS TO BE USED ON THE PROJECT.· SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGINEER.C. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYSTEM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL LISTING.FIRE ALARM EXPANSION NOTES:8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:01 AMEE101SPINNINGROOM &ACTIVITYSTORAGE &NORTHHALLJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/202020054SCALE: 1/8" = 1'-0"4NORTH HALL-LIGHTINGSCALE: 1/8" = 1'-0"5NORTH HALL-POWERNORTHNORTHNORTHNORTHNORTH16'8'0"16'8'0"16'8'0"16'8'0"16'8'0"1 10/30/2020 Addendum #12 11/6/2020 Addendum #2 SP1SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2CRCRSP1SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2SCD2CRCR12BCDEC1D1STORAGE207DMEN'S EMP. LOCKER RM.207AMEN'S STUDENT LOCKER RM.207F5F4SF4SF4SF4SF4SF4SF4SF5F5F5F5F5F5F5EF5F5EF5F5F5F5F5F5F5EF5F5F6F6F5EF5F6F6F5EF5F5F5EF5F5F5EF5F5F5EF5F5F5F5F5F5EF5F5EF5F5F4SF5F7F7F5F511111111111111F4SF4S22F4SF4SF4SF5EF4SF5EF7F712BCDEC1D1MEN'S EMP. LOCKER RM.207AMEN'S STUDENT LOCKER RM.207ACDRYERDRYERSTORAGE207DACACACACAC222222789BCDC1D1WOMEN'S STUDENT LOCKERRM.261WOMEN'S EMPLOYEE LOCKERRM.261ANURSING261BNURSING261DSTORAGE261EF7F7F7F5EF5F4SF4SF4SF4SF4SF4SF4SF4SF5F5EF5F5EF5F5F5F5F5F5EF5F5F5EF6F6F5F5F6F5EF6F5F7F5F5F5F5F5F5F5F5EF5F5F5F5F5F5F5F5F5F5F5F5F5EF5F5F5111111111111F533F7F712BCDEC1D1STORAGE207DMEN'S EMP. LOCKER RM.207AMEN'S STUDENT LOCKER RM.207789BCDC1D1WOMEN'S STUDENT LOCKERRM.261WOMEN'S EMPLOYEE LOCKERRM.261ASTORAGE261ENURSING261DNURSING261B789BCDC1D1WOMEN'S STUDENT LOCKERRM.261WOMEN'S EMPLOYEE LOCKERRM.261ASTORAGE261EACACACACACACACAC33333333NURSING261BNURSING261DACACA. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 CONNECT ALL OCCUPANCY SENSORS IN ROOM IN PARALLEL SOTHAT ANY OCC. SENSOR WILL TURN ON ALL ROOM LIGHTING.2 CIRCUIT TO PANEL F OR PANEL N1. PROVIDE AND INSTALL NEWBREAKERS AS NECESSARY TO ACCOMMODATE DESIGN, PROVIDEAND INSTALL NEW PANEL SCHEDULES.3 CIRCUIT TO PANEL G. PROVIDE AND INSTALL NEW BREAKERS ASNECESSARY TO ACCOMMODATE DESIGN, PROVIDE AND INSTALLNEW PANEL SCHEDULE.SCALE: 1/8" = 1'-0"2MEN'S LOCKER RM-LIGHTINGSCALE: 1/8" = 1'-0"1MEN'S LOCKER RM - POWERSCALE: 1/8" = 1'-0"5WOMEN'S LOCKER RM-LIGHTINGSCALE: 1/8" = 1'-0"3MEN'S LOCKER RM - FIRE ALARMSCALE: 1/8" = 1'-0"6WOMEN'S LOCKER RM - FIRE ALARMNORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"A. PROVIDE ALL EQUIPMENT, MATERIALS AND LABOR NECESSARY TO EXPAND THE EXISTING FCI FIRE ALARM SYSTEM. THE SYSTEM ADDITION SHALL BE CONNECTED DIRECTLY TO THE EXISTING MAIN FIRE ALARM PANEL. THE INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPLETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTMENTS AND PLACE THE SYSTEM IN OPERATING ORDER.B. WITHIN 30 DAYS AFTER THE CONTRACT AWARD AND PRIOR TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:· A LIST OF MATERIALS THAT ARE TO BE USED ON THE PROJECT, INCLUDINGMANUFACTURER, MODEL NUMBER AND TECHNICAL INFORMATION.· PRELIMINARY CIRCUIT DIAGRAMS SHOWING INTERCONNECTION OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.· TECHNICAL MANUALS FOR ALL OF THE EQUIPMENT THAT IS TO BE USED ON THE PROJECT.· SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGINEER.C. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYSTEM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL LISTING.FIRE ALARM EXPANSION NOTES:8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:06 AMEE102MEN'S &WOMEN'SLOCKERROOMSELECTRICALPLANJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/202020054SCALE: 1/8" = 1'-0"4WOMEN'S LOCKER RM - POWER1 10/30/2020 Addendum #12 11/6/2020 Addendum #2 CRJCAMCAMSnD1SnD2n133SnD1SnD1SnD1n1n1n1131415BCC1EG20144" CSTAIRS003SE. EXITE002STORAGE211RR.212AC1236111821CD1920C1EXISTING PANEL MDM TO REMAIN4'H1'5EXISTING DIMMER RACKS TO REMAIN6910INTERCEPT EXISTING FEEDEREXISTING CAM LOCKSTOR.200HW.2-BCHAIR STOR.290HW.2-A1415BCDC1F9F6(TYP)F2SE. EXITE002STORAGE211RR.212F9F9F96F4SF2F271415BCDC1STORAGE211??SE. EXITE0021821CD1920C1HW.2-BSW. EXITE001STAIR2-DF9'H'F7F7F7F2F2F2F2F2F2F2F2788F1F1STOR.200ALTERNATE #5F1'H1'1821CD1920C1A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 REWORK NEW 4" CONDUITS 12" AFG ROUTE UNDER NEW RAMP 280INTO STORAGE ROOM 281.2 RELOCATE EXISTING ADA PUSH BUTTON.3 NEW CABINET LACTATION EXTEND ALL EXISTING CABLING ANDPOWER.4 PROVIDE & INSTALL NEW (4) - 4" C., 4 - 350 CU + GND FROM J-BOX TOEXISTING PANEL MDM. USE POLARIS TYPE SPLICE BLOCKS TOSPLICE EXISTING FEEDER.5 PROVIDE AND INSTALL (1) 3P 400A BREAKER FOR PANEL H16 CIRCUIT TO EXISTING CIRCUIT IN AREA. PROVIDE AND INSTALL NEWPANEL SCHEDULE AS NEEDED.7 CONNECT TO EXISTING CIRCUIT AND CONTROLS.8 CONNECT TO EXISTING LIGHTING CIRCUIT.9 RELOCATED BASKETBALL STANDARD CONTROLS. PROVIDE NEWCONTROL CONTACTORS AND RECONNECT.10 PROVIDE AND INSTALL 4" C., 4-500KCM + 1#2 GND FEEDER FROMPANEL MDM TO NEW PANEL H111 ETC ARCH WALL STATION PROVIDE 3/4" C., W/ CABLE AS REQUIREDTO DIMMER RACKS.SCALE: 1/8" = 1'-0"1SOUTHEAST EXIT - POWERSCALE: 1/8" = 1'-0"4SOUTHWEST EXIT - POWERSCALE: 1/8" = 1'-0"2SOUTHEAST EXIT - LIGHTINGSCALE: 1/8" = 1'-0"3SE EXIT-FIRE ALARMSCALE: 1/8" = 1'-0"5SOUTHWEST EXIT - LIGHTINGSCALE: 1/8" = 1'-0"6SW EXIT - FIRE ALARM16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTH16'8'0"NORTHA. PROVIDE ALL EQUIPMENT, MATERIALS AND LABOR NECESSARY TO EXPAND THE EXISTING FCI FIRE ALARM SYSTEM. THE SYSTEM ADDITION SHALL BE CONNECTED DIRECTLY TO THE EXISTING MAIN FIRE ALARM PANEL. THE INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPLETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTMENTS AND PLACE THE SYSTEM IN OPERATING ORDER.B. WITHIN 30 DAYS AFTER THE CONTRACT AWARD AND PRIOR TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:· A LIST OF MATERIALS THAT ARE TO BE USED ON THE PROJECT, INCLUDINGMANUFACTURER, MODEL NUMBER AND TECHNICAL INFORMATION.· PRELIMINARY CIRCUIT DIAGRAMS SHOWING INTERCONNECTION OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.· TECHNICAL MANUALS FOR ALL OF THE EQUIPMENT THAT IS TO BE USED ON THE PROJECT.· SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGINEER.C. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYSTEM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL LISTING.FIRE ALARM EXPANSION NOTES:8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:08 AMEE103SOUTHEAST&SOUTHWESTEXITSJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020200541 10/30/2020 Addendum #12 11/6/2020 Addendum #2 JJ3MMMMMMMMMMMMMMMMMMMMJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ JJJJJJJJJJJJJJ JJJJ JJJJJJJ JJJ JJJJJJCAMCAMCAMCAMCAMCAMJJJCAMTV2SnD1n1n1n1111213141516171821CDEFGHJKLH1J11920F1G1C1D1CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-CURTAINMOTOR-'H1'11111111111111111111H1-26,28,30H1-25,27,29H1-20,22,24H1-19,21,23H1-14,16,18H1-13,15,17H1-7,9,11H1-8,10,12H1-2,4,6H1-1,3,5F1'H'F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17REPROGRAM HOUSE AND THEATRICAL LIGHTING TO OWNERS SATISFACTION, TO ACCOMMODATE NEW CURTAINS.STOR.200PLATFORM210MAIN GYM250AF17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17F17231" C., W/ BELDEN 9729 TO EXISTING DIMMER RACK231"C., W/ BELDEN 9729 TO EXISTING DIMMER RACKDMX DIMMING POWER SUPPLY FOR STAIR RAIL LIGHTS. SUCH AS UNISON FOUNDRY 600V DIMMER.DMX DIMMING POWER SUPPLY FOR STAIR RAIL LIGHTS. SUCH AS UNISON FOUNDRY 600W DIMMER.444444RELOCATED FIRE ALARM DEVICE5665677899H1-31A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 PROVIDE A DEDICATED 20A 3PHASE CIRCUIT TO CURTAIN HOIST.INSTALL 3/4" C., WITH CAT6A CABLE TO CONTROL PANEL.2 PROVIDE AND INSTALL ALL POWER SUPPLIES, CONNECTIONS, ANDTRANSFORMERS AS RECOMMENDED BY THE MANUFACTURER.3 ROUTE THRU E CIRCUIT CONTROL IN ETC SYSTEM.4 MOUNT IN TRUSS AREA OF CATWALK, COORDINATE EXACTLOCATION WITH OWNER PRIOR TO ROUGH IN.5 CONNECT TO EXISTING RECEPTACLE CIRCUIT.6 ETC ARCH WALL STATION PROVIDE 3/4" C., W/ CABLE AS REQUIREDTO DIMMER RACKS.7 PROVIDE AND INSTALL (4) 1" CONDUITS STUBBED THRU TO UNDERPLATFORM FOR OWNER INSTALLED A/V CABLING. COORDINATEEXACT REQUIRMENTS AND LOCATION W/ OWNER.8 RELOCATE EXISTING SCREEN CONTROL AND ADD HOIST CONTROLSTATION AT THIS LOCATION COORDINATE WITH BARBIZON.9 E.C. SHALL COORDINATE POWER SUPPLY DMX CONTROLLER ANDCONNECTION REQUIREMENTS WITH STAIRRAIL SHOP DRAWINGS.SCALE: 1/8" = 1'-0"1MAIN GYMNORTH16'8'0"8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:11 AMEE104MAIN GYMELECTRICALPLANJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/202020054A. PROVIDE ALL EQUIPMENT, MATERIALS AND LABOR NECESSARY TO EXPAND THE EXISTING FCI FIRE ALARM SYSTEM. THE SYSTEM ADDITION SHALL BE CONNECTED DIRECTLY TO THE EXISTING MAIN FIRE ALARM PANEL. THE INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND ACCEPTED BY THE LOCAL AHJ. WHEN THE SYSTEM IS COMPLETE, A FACTORY REPRESENTATIVE SHALL TEST THE SYSTEM, MAKE ADJUSTMENTS AND PLACE THE SYSTEM IN OPERATING ORDER.B. WITHIN 30 DAYS AFTER THE CONTRACT AWARD AND PRIOR TO THE PURCHASE OF ANY EQUIPMENT, THE FIRE ALARM SYSTEM CONTRACTOR SHALL SUBMIT FOR APPROVAL SIX (6) COPIES OF THE FOLLOWING:· A LIST OF MATERIALS THAT ARE TO BE USED ON THE PROJECT, INCLUDINGMANUFACTURER, MODEL NUMBER AND TECHNICAL INFORMATION.· PRELIMINARY CIRCUIT DIAGRAMS SHOWING INTERCONNECTION OF ALL MONITORING, NOTIFICATION AND ANNUNCIATION DEVICES, PANELS AND WIRING COUNTS. DIAGRAMS ARE TO BE 11"X17", DONE IN A GOOD WORKMANLIKE MANNER.· TECHNICAL MANUALS FOR ALL OF THE EQUIPMENT THAT IS TO BE USED ON THE PROJECT.· SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE LOCAL AHJ. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM AND INCLUDE WITH THE SHOP DRAWING SUBMITTAL TO THE ENGINEER.C. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REQUIRED POWER SUPPLIES, ELECTRONICS AND CONNECTIONS TO MODIFY EXISTING SYSTEM TO ACCEPT NEW ADDITION. THE COMPLETE SYSTEM SHALL MAINTAIN A UL LISTING.FIRE ALARM EXPANSION NOTES:SPECIAL NOTES: GYM AND STAGEFOR MORE INFORMATION REFER TO BARBIZON'S DRAWINGS SEE SHEET EE106 AND EE107.1 10/30/2020 Addendum #12 11/6/2020 Addendum #2 MMSCD2SCD2212223242526272829DEFGHJH1F1G1C1D1FHR-15,17,191 1/2"C., 4-#1/0+GNDFHR-10,12,141 1/2"C., 4-#1/0+GNDFHR-6FHR-41122AHU-400AAHU-400B'FHR'(ON ROOF)DEF-133FHR-16FHR-18(ON ROOF)DEF-2771BF13F13F1351B3/4"C., 4-#8-+1-#10GND443/4" C., 4-#8+1-#10GNDD1F13F13F135ED1STEAM GENERATOR63/4" C., 4-#8+1-#10GND3/4" C., 4-#8+1-#10GND6A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 PROVIDE AND INSTALL A 3/4" CONDUIT FOR CONTROL CABLE. SEEMECHANICAL DRAWINGS FOR DESTINATION.2 PROVIDE AND INSTALL A 120V. 20A CIRCUIT TO EACH AIR HANDLERFOR INTEGRAL LIGHTING AND SERVICE RECEPTACLE. MAKE ALLREQUIRED CONNECTIONS, CONNECT OT SPARE BREAKERS INPANEL "FHR".3 PROVIDE AND INSTALL DUCT DETECTORS IN SUPPLY AND RETURNDUCTS IN THIS UNIT. PROVIDE RELAY MODULE AND WIRE SUCH THATUNIT WILL SHUT DOWN UPON DETECTION. SEE MECH. DRAWINGSFOR QUANTITY AND LOCATION OF ALL DUCTS. CONNECT TO FIREALARM SYSTEM.4 CIRCUIT TO PANEL F OR PANEL N1. PROVIDE AND INSTALL NEW 3P40A BREAKER TO ACCOMMODATE STEAM GENERATOR, PROVIDEAND INSTALL NEW PANEL SCHEDULES.5 CONNECT TO NEAREST LIGHTING CIRCUIT, IN ROOM.6 CIRCUIT TO PANEL G. PROVIDE AND INSTALL NEW 3P 40A BREAKERTO ACCOMMODATE NEW STEAM GENERATOR, PROVIDE ANDINSTALL NEW PANEL SCHEDULE.7 INTERLOCK EX FAN TO OPERATE WITH DRYER.NORTH16'8'0"8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:13 AMEE105HVACUPGRADE&ALTERNATE#3JOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/202020054SCALE: 1/8" = 1'-0"1HVAC UPGRADEMECHANICAL - DRYER EXHAUST FAN SCHEDULEID # VOLTS PH. HP PANEL CIRCUIT FEEDER NOTESDEF 1 120 V 1 1/2 FHR 16 3/4"C.,2#12+1#12GDEF 2 120 V 1 1/2 FHR 18 3/4"C.,2#12+1#12GSCALE: 1/4" = 1'-0"2MEN'S STEAM ROOM LIGHTING-ALT #3SCALE: 1/4" = 1'-0"3MEN'S STEAM ROOM POWER- ALT #3SCALE: 1/4" = 1'-0"4WOMEN'S STEAM ROOM LIGHTING-ALT #3SCALE: 1/4" = 1'-0"5WOMEN'S STEAM ROOM POWER -ALT #38'4'0"8'4'0"8'4'0"8'4'0"1 10/30/2020 Addendum #12 11/6/2020 Addendum #2 8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:13 AMEE106BARBIZONDRAWINGJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020200541 10/30/2020 Addendum #12 11/6/2020 Addendum #2 8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.com2"1"0"654321654321EDCBADATE REVISIONPROJECT NUMBERP.E. JOB #204811-23-202011/23/2020 10:10:13 AMEE107BARBIZONDRAWINGJOHN W. HART BUILDING PHASE 3 REMODELREXBURG, IDCONSTRUCTION DOCUMENTS - PERMIT SET - 11/23/2020200541 10/30/2020 Addendum #1