14.2 - 1301 Shoal Creek Blvd - House Park - Drawings (2) — original pdf

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2 A4.5 6 7 1 A4.5 2 A4.4 5 A8.7 2 A4.8 3.2 3 1 A4.4 5 4 2 1 326 324 324 321 324 324 320 327 R1 SIM OH 3 A6.4 R1 8 A6.4 T.O.P. 532' - 6" ROOF 531' - 0" MS6h SOFFIT 528' - 6" 1 A6.5 S1 4 A6.8 PATIO 212 SECOND FLOOR F.F. 518' - 0" S1 MS6v 3 A6.11 2'-1" STAIR S1 ELEVATOR E1 STAIR S2 2 A6.10 RESTROOM 211 RESTROOM 210 MDF 209 MECH/ELEC 208 1 A6.12 MS6h 2 A6.12 331 4 A6.12 16 A11.1 MECH/ELEC 108 19 A11.1 D1 EQUIPMENT PLATFORM 001 3 3'-0 1/2" 3'-6" 3'-6" 3'-6" 3'-6" 3'-0 1/2" 6'-6 1/2" RESTROOM 111 RESTROOM 110 D1 1 A6.8 MC8h 304 5 A6.12 331 332 332 FIRE RISER F1 7 A6.2 1 A6.11 2 A6.11 BC8 5 A6.2 STORAGE 112 D1 SIM OH 3 A6.7 FIRST FLOOR F.F. 505' - 0" SOFFIT 501' - 0" 3 A6.7 4 A6.11 3 EQUIPMENT PLATFORM 493' - 0" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" GRADE 474' - 4 7/8" SECTION A-B SCALE: 1/4" = 1'-0" 1 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 7 3 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 304 STEEL LADDER 320 ROOF HATCH 321 ROOF HORIZONTAL LIFELINE 324 ROOF LIFELINE ANCHOR 326 METAL COPING 327 METAL GRAVEL STOP EDGE 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS KEY PLAN 1 A4.5 NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.6 01/21/20257 6 5 4 3.2 3 2 1 1 A4.5 2 A4.4 3 1 A4.4 A4.4 324 324 321 324 324 327 R1 CORRIDOR 200 CORRIDOR 100 SIM OH 1 A6.4 MS6h OH 1 A6.7 OH 1 A6.7 16 A11.1 19 A11.1 D1 332 D1 D1 3 EQUIPMENT PLATFORM 001 MS6h 332 331 2 A4.5 326 324 MULTI USE 201 VIEWING 101 3 A6.5 2 A6.3 7 A6.3 MS6v 2 A6.3 7 A6.3 MS6v 3 A6.7 ROOF 531' - 0" T.O.P. 532' - 6" MS6h 1 A6.7 SOFFIT 528' - 6" S1 MS6v SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" SOFFIT 501' - 0" 3 EQUIPMENT PLATFORM 493' - 0" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" SECTION B-C SCALE: 1/4" = 1'-0" 1 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 1 4 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 321 ROOF HORIZONTAL LIFELINE 324 ROOF LIFELINE ANCHOR 326 METAL COPING 327 METAL GRAVEL STOP EDGE 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 4 R1 ROOF 531' - 0" S1 BS6* SECOND FLOOR F.F. 518' - 0" BS6* FIRST FLOOR F.F. 505' - 0" MS6h* D1 SIM 3 A6.7 3 EQUIPMENT PLATFORM 493' - 0" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A SECTION STAIR - WEST WALL 2 SCALE: 1/4" = 1'-0" KEY PLAN 2 A4.6 1 A4.6 NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.7 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 6 4 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 3'-10 5/8" 326 ROOF 531' - 0" 1 A6.5 T.O.P. 532' - 6" MS6h SOFFIT 528' - 6" SIM S1 2 A6.7 SECOND FLOOR F.F. 518' - 0" SF4 7 A6.3 MS6v 2 A6.3 SF1 7 A6.3 MS6v 3 A6.7 FIRST FLOOR F.F. 505' - 0" SOFFIT 501' - 0" 3 EQUIPMENT PLATFORM 493' - 0" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" GRADE 474' - 4 7/8" SECTION C-D SCALE: 1/4" = 1'-0" 1 2 A4.5 1 A4.5 2 A4.4 7 6 5 4 3.2 3 2 1 A R1 1 A4.6 2 A6.4 R1 1/4" / 1'-0" KEYNOTE LEGEND 326 METAL COPING 327 METAL GRAVEL STOP EDGE ROOF 531' - 0" EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH 3 A4.4 1 A4.4 SCOREBOARD PRODUCTION 206 SIM OH 3 A6.4 MS6h 327 TEAM 207 CW3 20 A11.1 MS6h 16 A11.1 SCOUT 107 PRESS 106 " 0 - ' 2 1'-2 7/8" D1 " 0 - ' 2 1'-6 1/8" 3 EQUIPMENT PLATFORM 001 MULTI USE 201 CATERING 202 TEAM 204 SCOREBOARD OPERATORS 205 VIEWING 101 BROADCASTING 102 FILM DECK 103 ANNOUNCER/SPOTTER 104 BROADCASTING 105 7'-10 3/8" D1 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS MS6h SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" MS6h 3 A6.12 3 EQUIPMENT PLATFORM 493' - 0" TYP 9 A6.7 SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" GRADE 474' - 4 7/8" FIRE RISER F1 33 SF WALL SECTION SCALE: 1/4" = 1'-0" 2 KEY PLAN 1 A4.7 NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.8 01/21/20251 3/8" 1/2" * 6" 2" 5/8" 1 3/8" 3/4" 2" 1/2" * 6" 5/8" 3 5/8" 1 5/8" 2" 1/2" * 6" 5/8" 5/8" GYP. BOARD 6" METAL STUDS BATT INSULATION 3/4" VERTICAL SUBGIRTS 5/8" GYPSUM BOARD 6" METAL STUDS BATT INSULATION 10 1/2" ASSEMBLY THICKNESS SECTION DETAIL 11 1/4" ASSEMBLY THICKNESS SECTION DETAIL 1'-2 3/8" ASSEMBLY THICKNESS SECTION DETAIL ANCHOR PLATE AND FASTERNERS SET IN SEALANT BRICK VENEER AIR CAVITY BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER GLASS FACED GYPSUM SHEATHING ADJUSTABLE 2 PIECE MASONRY VENEER ANCHOR *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 BATT INSULATION 6" METAL STUDS 5/8" GYPSUM BOARD * " 2 / 1 " 8 / 5 1 " 8 / 5 " 6 " 2 " 8 / 5 3 5/8" GYPSUM BOARD 6" METAL STUDS BATT INSULATION " 8 / 3 2 - ' 1 I S S E N K C H T Y L B M E S S A GLASS FACED GYPSUM SHEATHING FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY " 4 / 1 1 1 I S S E N K C H T Y L B M E S S A GLASS FACED GYPSUM SHEATHING FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY ADJUSTABLE 2 PIECE MASONRY VENEER ANCHOR. SET PLATE IN SEALANT. BRICK VENEER *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 PLAN DETAIL BS6 (BRICK - 6" STUDS) 3 SCALE: 1 1/2" = 1'-0" 1 5/8" 3 5/8" 2" 7 5/8" 1'-2 7/8" ASSEMBLY THICKNESS SECTION DETAIL MIN. 5/8" COVERAGE BRICK VENEER AIR CAVITY BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER ADJUSTABLE 2 PIECE CONT. HORIZONTAL JOINT REINFORCEMENT *@ 1 HR RATED EXTERIOR WALLS U.L. ASSEMBLY No. V454 CMU BACK-UP " 8 / 5 1 " 8 / 5 7 " 2 " 8 / 5 3 ADJUSTABLE 2 PIECE CONT. HORIZONTAL JOINT REINFORCEMENT BRICK VENEER PLAN DETAIL BC8 (BRICK - 8" CMU) 4 SCALE: 1 1/2" = 1'-0" " 8 / 7 2 - ' 1 I S S E N K C H T Y L B M E S S A FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY PLAN DETAIL MS6v (VERTICAL METAL PANEL - 6" STUDS) 1 SCALE: 1 1/2" = 1'-0" PLAN DETAIL MS6h (HORIZONTAL METAL PANEL - 6" STUDS) 2 SCALE: 1 1/2" = 1'-0" CMU BACK-UP GENERAL EXTERIOR WALL TYPE NOTES 1. REFER TO EXTERIOR ELEVATIONS FOR VENEER TYPE LOCATIONS. 2. AS APPLICABLE, FASTEN Z GIRTS DIRECTLY INTO THE VERTICAL FRAMING AND DO NOT REMOVE MISSED FASTENERS TO AVOID EXTRA PUNCTURES IN ASSEMBLY. 3. SEAL THRESHOLDS EXPOSED TO EXTERIOR WITH SEALANTS AS PER SPECIFICATIONS. HORIZONTAL METAL WALL PANEL 2" Z FURRINGWITH SEALANTS @FASTENER HEADS BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER GLASS FACED GYPSUM SHEATHING 3 *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 @ 2 HR RATED EXTERIOR WALLS, PROVIDE 2 LAYERS 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V457 BATT INSULATION 6" METAL STUDS 5/8" GYPSUM BOARD " 8 / 5 " * 6 " 2 / 1 " 4 / 3 " 2 " 8 / 3 1 2" Z FURRING 3/4" VERTICAL SUBGIRTS HORIZONTAL METAL WALL PANEL *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 BATT INSULATION METAL STUDS " 2 / 1 " 1 " 2 2" Z FURRING. SEAL FASTENERS, TYP. METAL SOFFIT PANEL . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 8 4 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A VERTICAL METAL WALL PANEL 2" HORIZONTAL Z FURRING WITH SEALANTS @FASTENER HEADS BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 BATT INSULATION 6" METAL STUDS 5/8" GYPSUM BOARD " 8 / 5 " 6 " 2 * " 2 / 1 " 8 / 3 1 2" HORIZONTAL Z FURRING VERTICAL METAL WALL PANEL *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 " 2 / 1 0 1 I S S E N K C H T Y L B M E S S A FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION 3/4" 1 3/8" 2" 7 5/8" 11 3/4" ASSEMBLY THICKNESS SECTION DETAIL CMU BACK-UP " 4 / 3 1 1 I S S E N K C H T Y L B M E S S A HORIZONTAL METAL WALL PANEL 3/4" VERTICAL SUBGIRTS 2" HORIZONTAL Z FURRING WITH SEALANTS @ FASTENER HEADS BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER CMU BACK-UP " 8 / 5 7 " 4 / 3 " 2 " 8 / 3 1 2" Z FURRING 3/4" VERTICAL SUBGIRTS HORIZONTAL METAL WALL PANEL PLAN DETAIL MC8h (HORIZONTAL METAL PANEL - 8" CMU) 5 SCALE: 1 1/2" = 1'-0" S1 METAL PANEL SOFFIT 6 SCALE: 1 1/2" = 1'-0" D1 DIRECT APPLIED FINISH SOFFIT 7 SCALE: 1 1/2" = 1'-0" GLASS FACED GYPSUM SHEATHING FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION " 2 / 1 I I D E F C E P S S A " 2 / 1 1 BATT INSULATION METAL STUDS " 2 / 1 2" Z FURRING. SEAL FASTENERS, TYP. GYPSUM SHEATHING GLASS FACED GYPSUM SHEATHING DIRECT APPLIED FINISH SYSTEM SINGLE PLY ROOFING MEMBRANE FASTENERS : TO BE CLIPPED AT 1 1/2" AND COATED AS MENTIONED IN SPECS 1/2" COVERBOARD TOS VARIES STEEL ROOF DECK " 2 / 1 " 2 / 1 1 (STAIR 2 & BRIDGE) R1 SINGLE PLY ROOF ASSEMBLY 8 SCALE: 3" = 1'-0" R2 SINGLE PLY ROOF ASSEMBLY 9 SCALE: 3" = 1'-0" SINGLE PLY ROOFING MEMBRANE 1/2" COVERBOARD ROOF INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY TOS VARIES STEEL ROOF DECK . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.1 01/21/20253 1/4" CONCRETE DECKING 1 1/2" METAL DECKING WIDE FLANGE STRUCTURAL BEAM . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 1 5 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A MS6h ? MS6h 5/8" GYP. BOARD BATT INSULATION STAIRCASE LANDING AND WALL JUNCTION 1 SCALE: 3" = 1'-0" 6" METAL STUDS AT 16" O.C. SELF-ADHERING FLASHING MEMBRANE AT PENETRATIONS CONT. METAL TRACK HSS 5X3X1/4" RE: STRUCTURAL CONT 2X4 P.T. NAILER CANOPY FRAME CONT. METAL TRACK SELF-ADHERING FLASHING MEMBRANE AT PENETRATIONS CONT. SEALANT JOINT SURFACE MOUNTED FLASHING CONT. SEALANT AND BACKER ROD JOINT TYP. ALL SIDES 1/2" DECORATIVE 2" x 8" ALUM. TUBE WITH 2" WIDE ALUM. FLANGE EACH SIDE. 4" x 8" ALUM TS BEAM 8" x 8" 3/4" THICK GALV. ENDPLATE WELDED TO HSS STUB FRAME. CANOPY MANUFACTURER WILL DRILL AND TAP CONNECTIONS. HSS 4X4X5/16" @ 48" O.C. STAIRCASE RAILING CONCRETE FILLED LANDING MIN. 12 GA STEEL PLATE HEADER CHANNEL OR WF FRAMING CLIP ANGLE HORIZONTAL METAL WALL PANEL BOARD INSULATION 2" HORIZONTAL Z FURRING 2" Z FURRING GLASS FACED GYPSUM SHEATHING BOARD INSULATION 3/4" VERTICAL SUBGIRTS HORIZONTAL METAL WALL PANEL BATT INSULATION 6" METAL STUDS SELF ADHERING FLASHING HSS TUBE SECTION PERFORATED METAL PANEL CHAINLINK FENCE CONT. 9" WIDE COLDE FORMED METAL PLATE. GAGE DETERMINED IN ACCORDANCE WITH SPECIFICATION SECTION 05 40 00 5/8" GYPSUM BOARD S1 METAL SILL PERFORATED METAL PANEL TOP JUNCTION 2 SCALE: 3" = 1'-0" 9 1/8" 1" 6 1/8" CONT. L3X3X1/4 AND 3X3X1/4 OUTRIGGER 48"OC RE: STRUCTURAL PERFORATED PANEL 3/4" FLOOR GRATE FENCE POST WITH BASE PLATE " 2 / 1 1 " 4 / 3 " 8 / 3 " 8 / 3 GRATE FLOORING 6" METAL PLATE . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.12 PRE-FAB CANOPY DETAIL - STUD BACKUP 3 SCALE: 3" = 1'-0" CHAIN LINK PANELS DETAIL AT EQUIPMENT PLATFORM 3 5 SCALE: 3" = 1'-0" PERFORATED METAL PANELS DETAIL AT EQUIPMENT PLATFORM 3 4 SCALE: 3" = 1'-0" 01/21/2025BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED SOUND INSULATION 6" GLASS FIBER 6" METAL STUDS, GAUGE AND SPACING AS SCHEDULED GYPSUM WALLBOARD - ONE LAYER EA. SIDE @ NON-RATED & 1 HOUR PARTITION, TWO LAYERS EA. SIDE @ 2 HOUR PARTITION 14 A7.2 BASE FLOOR FINISH 14 A7.2 BASE FLOOR FINISH 4 7/8" THICK PARTITION STC 49 SA SA1 4 7/8" THICK PARTITION ONE HOUR RATED U.L. NO. U465 - STC 49 SA2 6 1/8" THICK PARTITION TWO HOUR RATED U.L. NO. U411 - STC 56 - TL-93-351 SB 7 1/4" THICK PARTITION STC 51 TL-93-298 SB1 7 1/4" THICK PARTITION ONE HOUR RATED U.L. NO. U465 - STC 51 - TL-93-298 SB2 8 1/2" THICK PARTITION TWO HOUR RATED U.L. NO. U411 - STC 56 - TL-93-351 3 BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED SOUND INSULATION 3" GLASS FIBER 3 5/8" METAL STUDS, GAUGE AND SPACING AS SCHEDULED GYPSUM WALLBOARD - ONE LAYER EA. SIDE @ NON-RATED & 1 HOUR PARTITION, TWO LAYERS EA. SIDE @ 2 HOUR PARTITION BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED 7 5/8" = 8W CONCRETE MASONRY UNITS WITH HORIZ. JOINT REINFORCING AT BOTTOM AND TOP COURSE AND AT 16" OC VERTICALLY BASE FLOOR FINISH I T H G E H R O F N A L P F E R 16 A7.2 3 5/8"x1/4" STEEL TOP PLATE WELDED TO STEEL ANGLES CONT. 20 GAUGE METAL TRACK GYPSUM WALLBOARD, ONE LAYER EACH SIDE 3 5/8" 20 GA. METAL STUDS @ 16" OC AT V.V USE 6" 20 GAUGE METAL STUDS @ 16" OC STEEL ANGLE @ 48" OC. SECURE ANGLE TO METAL STUD FRAMING W/ POWDER ACTUATED FASTENERS @ 12" OC BASE FLOOR FINISH 8W CMU NON RATED 8W3 CMU 3 HOUR RATED. U.L. NO. U904 BLOCK CLASSIFICATION C-3 8W1 CMU 1 HOUR RATED 8W4 CMU 4 HOUR RATED. U.L. NO. U907 BLOCK CLASSIFICATION B-4 V 4 7/8" THICK KNEE WALL V.V 7 1/4" THICK KNEE WALL 8W2 CMU 2 HOUR RATED. U.L. NO. U906 BLOCK CLASSIFICATION D-2 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 4 5 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A GENERAL PARTITION NOTES 1. UNLESS NOTED ON THE PLANS WITH A KEYED PARTITION TYPE SYMBOL, ALL PARTITIONS SHALL BE TYPE X. 2. FIRE RESISTANCE RATED PARTITIONS, BARRIERS, FIRE WALLS, SMOKE PARTITIONS AND SMOKE BARRIERS ARE IDENTIFIED ON THE LIFE SAFETY FLOOR PLANS WITH GRAPHIC SYMBOLS. 3. NUMBERS IDENTIFIED AFTER THE PARTITION LETTERS INDICATE THE HOURLY RATING OF THE PARTITION, i.e.: 1 = 1 HOUR, 2 = 2 HOUR, 4 = 4 HOUR 4. ALL FIRE RESISTANCE RATED PARTITIONS, BARRIERS, FIRE WALLS, AND/OR SMOKE RATED PARTITIONS AND SMOKE BARRIERS SHALL BE IDENTIFIED WITH PERMANENT SIGNS OR STENCILS ABOVE CEILING AND IN CONCEALED SPACES. IDENTIFICATION SHALL BE PERFORMED USING 6" HIGH RED LETTERING WHICH READS "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS. "OR "FIRE BARRIER - PROTECT ALL OPENINGS" OR "SMOKE BARRIER - PROTECT ALL OPENINGS," DEPENDING ON PARTITION TYPE. SPACE IDENTIFICATION EVERY 20'-0". 5. AT ALL FIRE RESISTANCE RATED PARTITIONS, BARRIERS, FIRE WALLS, SMOKE PARTITIONS AND SMOKE BARRIERS, SEAL ALL PENETRATIONS AND SILL-WALL AND HEAD-WALL WITH FIRESTOPPING. 6. ALL FIRE RESISTANCE RATED PARTITIONS, BARRIERS AND FIRE WALLS SHALL BE CONSTRUCTED IN STRICT CONFORMANCE TO U.L. TESTED ASSEMBLIES AS NOTED. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE CURRENT U.L. FIRE RESISTANCE DIRECTORY AND HAVING IT AVAILABLE AT THE SITE. 7. WHERE GYPSUM WALLBOARD IS NOT APPLIED TO BOTH SIDES OF PARTITION FRAMING, INSTALL HORIZONTAL BRIDGING. 8. ALL METAL STUDS ARE CONTINUOUS FROM FLOOR TRACK TO STRUCTURE OR STRUCTURAL FRAMING ABOVE UNLESS NOTED OTHERWISE. 9. BOTTOM OF STRUCTURE REFERS TO BOTTOM OF: METAL FLOOR DECK, METAL ROOF DECK, CONCRETE DECK, CONCRETE ROOF, OR PLYWOOD SHEATHING WHICHEVER IS APPLICABLE. 10. BOTTOM OF STRUCTURAL FRAMING REFERS TO BOTTOM OF: STEEL BEAM, STEEL GIRDER, STEEL BAR JOIST, STEEL PURLIN, METAL FLOOR JOIST, METAL ROOF JOIST, METAL RAFTER, METAL TRUSS, CONCRETE BEAM, CONCRETE TEE, WOOD FLOOR JOIST, WOOD ROOF JOIST, WOOD RAFTER OR WOOD TRUSS, WHICHEVER IS APPLICABLE. BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED 3 5/8" METAL STUDS, GAUGE AND SPACING AS SCHEDULED. AT MM USE 6" METAL STUDS. GYPSUM WALLBOARD HORIZONTAL BRIDGING @ 48" OC VERT. TYP BASE FLOOR FINISH 12 A7.2 . I N M " 3 BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED. NOTE: WHERE CEILINGS ARE NOT SCHEDULED, EXTEND METAL STUDS & GYP. BD. TO UNDERSIDE OF STRUCTURE, UNLESS OTHERWISE NOTED. CONT. METAL TRACK 2 1/2" METAL STUDS, GAUGE AND SPACING AS SCHEDULED. AT RR USE 3 5/8" METAL STUDS. GYPSUM WALLBOARD HORIZONTAL BRIDGING @ 48" OC VERT. TYP BASE FLOOR FINISH NOTE: WHERE PARTITION HEIGHT EXCEEDS STUD MANUFACTURER'S LIMITING HEIGHTS, BRACE EACH STUD TO WALL AT SPANS RECOMMENDED BY STUD MANUFACTURER. 16 A7.2 SIM M 4 1/4" THICK PARTITION MM 6 5/8" THICK PARTITION 16 A7.2 SIM FACE OF WALL OR CENTERLINE OF COLUMN REF PLAN R RR . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A Revisions: DATE NO. DESCRIPTION 06/19/24 ADDENDUM 1 BP REVISION 01 01/21/24 1 3 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS PARTITION TYPES A7.1 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 0 0 : 8 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0 3/4" 3' - 0" D E L U D E H C S S A " 8 - ' 6 F F A " 4 - ' 2 " 8 - ' 6 F F A " 4 - ' 2 DOOR AND FRAME SCHEDULE FRAME DOOR SIZE WIDTH MARK TYPE OVERALL 3' - 0" PANEL 1 PAN EL 2 HEIG HT 7' - 0" MAT' L STL TYPE MAT'L TYPE N3STL STL1 STL FIRE RATING 60 MIN. 100.1 100.2 200.1 200.2 101 102 103 104 105 106 107 108 109 110 111 112 201 203 204 205 206 207 208 209 210 211 212 F1 SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0 3/4" 3' - 0" 3 3 COMMENTS CARD READER, PANIC HARDWARE CARD READER, PANIC HARDWARE DOOR TO BE PAINTED PT2 CARD READER, PANIC HARDWARE CARD READER, PANIC HARDWARE CARD READER 7' - 0" STL GSTL STL STL1 45 MIN. 7' - 0" STL N3STL STL STL1 60 MIN. 7' - 0" STL GSTL STL STL1 45 MIN. 7' - 0" AL 7' - 0" WD 7' - 0" STL 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD AL 7' - 0" 7' - 0" AL 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD AL 7' - 0" STL 7' - 0" FGAL GWD GSTL GWD GWD GWD GWD FWD FWD FWD FWD FWD FGAL FGAL GWD GWD GWD GWD FWD FWD FWD FWD FGAL FSTL AL STL STL STL STL STL STL STL STL STL STL STL AL AL STL STL STL STL STL STL STL STL AL STL -- STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 -- -- STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 -- STL1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- GYP. BOARD - REF. PARTITION TYPES SOUND ATTENUATION INSULATION - REF PARTITION TYPES BOXED HEADER @ 4 7/8" PARTITIONS, 1/2" TYP., U.N.O. " 2 / 1 " 2 " 8 / 5 1 15/16" 1 15/16" DEPTH PER PARTITION TYPE ADJACENT PERPENDICULAR WALL . . O N U . " 2 / 1 P Y T " 4 " 2 " 8 / 5 DEPTH PER PARTITION TYPE 1 15/16" 1 15/16" GYP. BOARD - REF. PARTITION TYPES SOUND ATTENUATION INSULATION - REF. PARTITION TYPES MULTIPLE JAMB STUDS @ 4 7/8" PARTITIONS, 1/2" TYP., U.N.O. JAMB ANCHORS. FASTEN WITH MIN. 2- 1" LONG STEEL SCREWS PER JAMB ANCHOR 7/16" 7/16" 7/16" 7/16" DRYWALL MOLDING END CLOSURE, COLOR TO MATCH WINDOW FRAME 5/8" GYP. BOARD METAL STUD FRAMING TAPE AND SPACKLE SCREW, BOTH SIDES WINDOW FRAME STUD-DOOR HEAD DETAIL STUD-DOOR JAMB DETAIL STUD-PARTITION TO WINDOW FRAME 2 SCALE: 1 1/2" = 1'-0" 3 SCALE: 1 1/2" = 1'-0" 4 SCALE: 3" = 1'-0" GENERAL DOOR NOTES 1. THE LOCATION OF THE VISION LIGHTS IN DOOR TYPES NARROW LITE, NARROW LITE 90 MINUTE, FULL GLASS, TWO LITES AND HALF GLASS SHALL COMPLY WITH THE TEXAS ACCESSIBILITY 2012 STANDARDS 404.2.11. THE DIMENSIONS SHOWN ARE TAKEN FROM THE FINISH FLOOR TO THE GLASS AND SHALL NOT EXCEED 42 INCHES. 2. WHERE EXIT PANIC HARDWARE IS SCHEDULED, THE BOTTOM OF THE DEVICE SHALL BE MOUNTED NO LESS THAN 34 INCHES AND NOT MORE THAN 48 INCHES ABOVE THE FINISH FLOOR. THE DEVICE SHALL NOT PROJECT MORE THAN 4 INCHES FROM THE FACE OF THE DOOR. AT DOOR TYPES NARROW LITE, NARROW LITE 90 MINUTE, FULL GLASS, TWO LITES AND HALF GLASS DOORS, LOCATE PANIC HARDWARE BELOW THE VISION LITE. 3. AT ALL FULL GLASS DOORS COORDINATE THE MOUNTING OF THE PANIC DEVICE WITH THE TYPE OF GLASS STOPS FURNISHED. AS SCHEDULED AS SCHEDULED AS SCHEDULED 10" 10" AS SCHEDULED 6" MIN 6" MIN AS SCHEDULED 3" 6" MIN 2" AS SCHEDULED 2" 2" AS SCHEDULED 2" 2" AS SCHEDULED 2" 1'-8" 2" AS SCHEDULED 5" 5" " 8 I S E R A V D E L U D E H C S S A " 6 I N M I S E R A V D E L U D E H C S S A D E L U D E H C S S A " 2 D E L U D E H C S S A D E L U D E H C S S A " 4 D E L U D E H C S S A " 2 D E L U D E H C S S A " 5 " 0 1 D E L U D E H C S S A FWD FLUSH DOOR GWD HALF GLASS FSTL FLUSH DOOR GSTL HALF GLASS LITE: MAX AREA = 100 SQ IN N3STL NARROW LITE 60 MINUTES STL1 SINGLE DOOR OR PAIRS OF DOORS STL2 SINGLE DOOR OR PAIRS OF DOORS STL3 SINGLE DOOR OR PAIRS OF DOORS FGAL FULL GLASS WOOD DOOR TYPES (WD) STEEL DOOR TYPES (STL) STEEL FRAME TYPES ALUMINUM DOOR TYPES (AL) 4'-0 1/4" 2'-1" 2'-3" 6'-3 3/8" 5'-0" 5'-6 3/8" 5'-4 1/2" 5'-5 1/2" 2" 2" 1'-9" 4 1/2" 6'-7" 4 1/2" 2'-11" 2" 2" 6'-0" 2" 2'-6" 2" 2" 1 0 2.0 0 ° 1 0 2.0 0 ° 1 0 2.0 0 ° . 1 0 2.0 0 ° " 0 - ' 9 " 0 - ' 9 " 1 1 - ' 1 " 0 - ' "9 1 - ' 7 " 8 - ' 6 F F A " 4 - ' 2 " 2 " 2 " 0 1 - ' 6 " 2 " 2 " 2 " 0 1 - ' 6 " 2 AL1 AL2 AL3 AL4 AL5 AL6 AL7 " 0 - ' 9 " 2 " 2 " 0 1 - ' 6 " 2 AL8 3 GLAZING TYPES LEGEND GL1, CLEAR IGU1, CLEAR IGU2, LAMINATED 4'-0 1/8" 3'-6 3/8" 3'-6 3/8" 3'-6 3/8" 3'-6 3/8" 2'-10" 3'-7 3/8" 3'-7 1/2" 3'-7 1/2" 3'-7 1/2" 3'-7 1/2" 4'-0" 20'-11 1/2" 22'-1 3/8" 4'-6 1/2" 4'-11 1/8" 3'-9" 3'-9" 3'-8 1/8" 4'-5 1/4" 4'-5 1/4" 4'-8 1/2" 4'-6 1/4" 6'-4 1/8" 6'-8 1/4" 4'-8 1/2" 4'-1 3/8" 8'-9 7/8" 3 3 3 3 3 " 0 - ' 9 SF1 9'-11 1/2" EQ EQ " 4 - ' 9 " 4 - ' 9 " 3 - ' 2 " 1 - ' 7 3 DOOR AS SCHED EQ EQ EQ EQ EQ 4'-2 7/8" EQ EQ EQ EQ EQ EQ 5'-0 5/8" 4'-6" 3'-8 5/8" 3'-8 5/8" 3'-8 5/8" 4'-5 1/4" 4'-5 1/4" 4'-5 1/2" 4'-5 1/2" 4'-6 1/8" 4'-6 1/8" 4'-5 1/4" 51'-11 3/4" 3 3 3 NOTE: THIS WINDOW SYSTEM IS INSTALLED AT AN ANGLE. THE DIMENSIONS SHOWN ARE FOR ROUGH OPENINGS. FIELD VERIFY ACTUAL WINDOW DIMENSIONS. THE MULLIONS SHALL BE CENTERED ON THE INTERSECTING WALLS WITH THE INTERMEDIATE MULLIONS EQUALLY SPACED BETWEEN. CW1 22'-1 3/8" 1 0 2.0 0 ° 1 0 2.0 0 ° " 8 - ' 6 F F A " 4 - ' 2 " 8 - ' 6 F F A " 4 - ' 2 CW3 CW4 CW5 SF3 SF4 SF5 NOTE: THIS WINDOW SYSTEM IS INSTALLED AT AN ANGLE. THE DIMENSIONS SHOWN ARE FOR ROUGH OPENINGS. FIELD VERIFY ACTUAL WINDOW DIMENSIONS. THE MULLIONS SHALL BE CENTERED ON THE INTERSECTING WALLS WITH THE INTERMEDIATE MULLIONS EQUALLY SPACED BETWEEN. " 8 - ' 6 CW2 " 8 - ' 6 F F A " 4 - ' 2 3 " 0 - ' 9 SF2 22'-4 1/8" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A Revisions: DATE NO. DESCRIPTION 06/19/24 ADDENDUM 1 ADDENDUM 2 12/02/24 BP REVISION 01 01/21/24 1 2 3 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS DOOR AND FRAME TYPES A7.3 01/21/20254 5 1ST LANDING 6 4 5 6 R L R 4 ' - 8 " C " 3 - ' 5 R L " 0 1 - ' 4 R 4 ' - 8 " C UP " 1 1 " 4 / 3 4 8 3/4" R 4' - 8 " C L R UP R L R 4 ' - 8 " C S1 - SAFE ACCESS LEVEL PLAN 1 SCALE: 1/4" = 1'-0" S1 - SECOND FLOOR PLAN 5 SCALE: 1/4" = 1'-0" 4 2ND LANDING 5 1ST LANDING 6 R 4' - 8 " C L R 1 A4.5 2 A4.5 4 5 6 KEYNOTE LEGEND A 6 A8.4 B A 6 A8.4 B A 6 A8.4 B A 6 A8.4 B S1 - LANDING 2 PLAN 2 SCALE: 1/4" = 1'-0" 4 2ND LANDING 5 3RD LANDING 6 UP UP S1 - LANDING 3 PLAN 3 SCALE: 1/4" = 1'-0" 4 FIRST FLOOR/ 4TH LANDING 5 3RD LANDING 6 R 4' - 8 " C L R UP UP . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 5 0 : 8 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A A 6 A8.4 B " 0 - ' 3 1 S R E S R 2 1 I S R E S R 1 1 I " 8 / 3 9 - ' 6 = A E " 3 8 7 . 6 " 8 / 5 2 - ' 6 = A E " 3 8 7 . 6 S R E S R 0 1 I " 9 - ' 5 = A E " 9 . 6 " 6 - ' 2 2 S R E S R 0 1 I " 6 - ' 1 1 = A E " 9 . 6 S R E S R 0 1 I " 3 - ' 5 = A E " 9 . 6 S1 - FIRST FLOOR PLAN 4 SCALE: 1/4" = 1'-0" S1 - SECTION SCALE: 1/4" = 1'-0" 6 ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" " 0 - ' 3 1 " 6 - ' 2 2 EQUIPMENT PLATFORM 493' - 0" 3 SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" GRADE 474' - 4 7/8" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS STAIR PLANS AND SECTIONS A8.4 01/21/2025S1 5'-9" 10 TREADS 11" EA = 9'-2" S2 KEYNOTE LEGEND 1 A SA SB SC 5 A8.5 R 5' - 2" C L R 5'-5" 1'-1" UP 6'-6" 11 TREADS 11" EA = 10'-1" 4'-11" S2 - SECOND FLOOR PLAN 6 SCALE: 1/4" = 1'-0" B UP R L R 5' - 2 " C S1 S2 S1 S2 21'-2" UP A S2 - SAFE ACCESS LEVEL PLAN 1 SCALE: 1/4" = 1'-0" S1 S2 S2 LANDING 2 PLAN 3 SCALE: 1/4" = 1'-0" S1 S2 R 5' - 2" CLR UP S2 LANDING 3 PLAN 4 SCALE: 1/4" = 1'-0" S1 S2 " 9 - ' 4 UPUP R L " C R 5 ' - 2 3 SA SB SC SA SB SC SA SB SC SA SB SC 5 A8.5 5 A8.5 5 A8.5 5 A8.5 1 1 1 1 A A A B B B B . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 1 1 : 8 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A S2 - FIRST FLOOR PLAN 2 SCALE: 1/4" = 1'-0" S2 - SECTION SCALE: 1/4" = 1'-0" 5 ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" EQUIPMENT PLATFORM 493' - 0" 3 4 A8.2 SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" GRADE 474' - 4 7/8" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS STAIR PLANS AND SECTIONS A8.5 01/21/20253.2 4 3.2 4 3.2 4 5 A8.7 BC8 BC8 5 A8.7 BC8 5 A8.7 A 8W1 4 A8.7 BC8 " 8 / 1 " 4 / 1 5 - ' 7 I N M R L C Y A W T S O H I A 8W1 4 A8.7 BC8 " 8 / 1 " 4 / 1 5 - ' 7 I N M R L C Y A W T S O H I A 4 A8.7 BC8 " 8 / 1 " 4 / 1 5 - ' 7 I N M R L C Y A W T S O H I 2'-0 3/8" BC8 8'-6" HOISTWAY CLR MIN E1 - SAFE ACCESS LEVEL PLAN 1 SCALE: 1/4" = 1'-0" 1'-0 3/4" 7'-5 1/4" 8W1 8'-6" HOISTWAY CLR MIN 2'-0 3/8" E1 - FIRST FLOOR PLAN 2 SCALE: 1/4" = 1'-0" 8'-6" HOISTWAY CLR MIN 2'-0 3/8" 8W1 E1 - SECOND FLOOR PLAN 3 SCALE: 1/4" = 1'-0" KEYNOTE LEGEND . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 5 1 : 8 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A " 2 " 0 1 - ' 2 1 " 0 - ' 3 1 " 6 - ' 2 2 " 0 - ' 5 H T P E D T P I " 6 5 A6.4 " 2 " 6 - ' 2 " 6 - ' 0 1 " 0 1 - ' 2 1 G N P O R L C " 0 - ' 3 1 " 0 - ' 3 1 G N P O R L C " 8 / 7 3 - ' 5 1 " 6 - ' 2 2 " 8 / 1 2 - ' 7 G N P O R L C 3.2 4 2 A4.4 5 A8.7 ROOF 531' - 0" 1 A4.6 A 4 A8.7 2 A4.7 8 A6.4 ROOF 531' - 0" " 0 1 - ' 2 1 SECOND FLOOR F.F. 518' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" FIRST FLOOR F.F. 505' - 0" EQUIPMENT PLATFORM 493' - 0" 3 EQUIPMENT PLATFORM 493' - 0" 3 FIRE RISER F1 ELEVATOR E1 SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" GRADE 474' - 4 7/8" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" GRADE 474' - 4 7/8" 8'-6" HOISTWAY CLR MIN E1 - SECTION SCALE: 1/4" = 1'-0" 4 7'-5 1/4" HOISTWAY CLR MIN E1 - SECTION SCALE: 1/4" = 1'-0" 5 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS ELEVATOR PLANS AND SECTIONS A8.7 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 9 1 : 8 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A STAIR S2 GENERAL FINISH PLAN NOTES 1. REFER TO THE LIST OF FINISHES AND ROOM FINISH SCHEDULE FOR ALL FINISH DESIGNATIONS. FINISH PLANS TO BE USED WHEN MORE THAN ONE FINISH IS USED IN A ROOM. 2. PT1 AT ALL WALLS U.N.O. INTERIOR FINISH LEGEND ALIGN FINISH GRAIN DIRECTION CORNER, END GUARD XX EXTENTS OF FINISH KEYNOTE LEGEND VISUAL DISPLAY BOARD LEGEND MB4 MARKERBOARD 4'-0"W X 4'-0"H 7 A7.4 PC1 CHANGE IN FLOORING TYPE - TRANSITION NEEDED REFER TO ROOM FINISH SCHEDULE WC1 PC2 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A STAIR S2 UP MECH/ELEC 108 ELEVATOR E1 STAIR S1 3 RESTROOM 110 RESTROOM 111 JANITOR 109 UP UP STORAGE 112 Q E " 6 - ' 2 Q E 4" TYP T1 3'-0" TYP CORRIDOR 100 A7.4 19 " 0 - ' 2 P Y T ENSURE STRIPING ALIGNS WITH FIELD STRIPING 7'-8 1/2" PT2 VIEWING 101 4 5 A11.1 3'-7" 3'-1" MIN 3'-7" 3'-1" MIN MB4 3'-2" 4 A11.1 1 A11.1 15 SCOUT 107 A11.1 6 A11.1 17 8 1 A11.1 PRESS 106 A11.1 7 21 A7.4 MB4 MB4 MB4 BROADCASTING 105 ANNOUNCER/SPOTTER 104 A11.1 8 18 A7.4 A11.1 9 11 A7.4 FILM DECK 103 MB4 BROADCASTING 102 A11.1 10 FIRST FLOOR FINISH PLAN 1 SCALE: 1/4" = 1'-0" 12 A7.4 9 A7.4 8 A7.4 MECH/ELEC 208 MDF 209 RESTROOM 210 RESTROOM 211 ELEVATOR E1 STAIR S1 CORRIDOR 200 T1 4" TYP " 0 - ' 2 Q E " 6 - ' 2 Q E 3'-0" TYP A7.3 24 ? TEAM 204 MB4 8 1 A11.1 A11.1 17 A11.1 7 SIM A7.4 22 A7.3 22 A11.1 23 CATERING 202 3 1 1 A11.1 1 22 12 UP A7.3 A7.3 20 25 1 A11.1 3 SCOREBOARD PRODUCTION 206 MB4 MB4 TEAM 207 MB4 4 A11.1 1 A11.1 15 A7.4 17 A7.3 17 A11.1 6 SIM SCOREBOARD OPERATORS 205 A7.4 23 A11.1 8 SIM A7.3 23 A11.1 9 SIM 16 16 A7.4 A7.3 PATIO 212 A7.4 A7.3 13 13 WC1 MULTI USE 201 15 15 A7.4 A7.3 SECOND FLOOR FINISH PLAN 2 SCALE: 1/4" = 1'-0" 14 14 A7.4 A7.3 KEY PLAN N N TRUE NORTH PLAN NORTH Revisions: DATE NO. DESCRIPTION 06/19/24 ADDENDUM 1 ADDENDUM 2 12/02/24 BP REVISION 01 01/21/24 1 2 3 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS ROOM FINISH PLAN A10.1 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 7 2 : 8 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 2'-0" " 4 2'-0" " 2 / 1 1 " 4 / 1 " 6 " 8 / 1 . V E L E O T R E F E R " 4 2 1/4" 3/4" 2" THICK ACRYLIC LETTERS PAINT DOOR AND FRAME PT2 " 6 - ' 1 " 4 " 6 " 7 " 9 " 3 - ' 3 B10, B11 - BASE CABINET 2 SCALE: 1" = 1'-0" B15 - BASE CABINET 3 SCALE: 1" = 1'-0" VIEWING ROOM SCALE: 1/4" = 1'-0" 4 2 1/4" 3/4" 1" THICK ACRYLIC LETTERS OPEN TO BEYOND PL1 T1 24"W 84"H 14"D INT ELEV. SCALE: 1/4" = 1'-0" 1 WC1 VIEWING ROOM SCALE: 1/4" = 1'-0" 5 " 6 - ' 2 " 6 - ' 2 " 6 - ' 2 BR1 3/4"W 30"H 12"D BR1 3/4"W 30"H 12"D SCOUT SCALE: 1/4" = 1'-0" 6 BR1 3/4"W 30"H 12"D BR1 3/4"W 30"H 12"D BR1 3/4"W 30"H 12"D RB1 BR1 3/4"W 30"H 12"D BR1 3/4"W 30"H 12"D TEAM SCALE: 1/4" = 1'-0" 7 PRESS SCALE: 1/4" = 1'-0" 8 " 6 - ' 2 9 BR1 3/4"W 30"H 18"D BR1 3/4"W 30"H 18"D BROADCASTING 104 SCALE: 1/4" = 1'-0" " 2 / 1 1 " 4 / 1 S R E W A R D D E C A P S Y L L A U Q E " 4 S R E W A R D F O . O N R O F . V E L E . F E R . V E L E O T R E F E R CAP WITH SS1 SS1 BROADCASTING 102 CATERING KITCHEN 202 CATERING KITCHEN 202 10 SCALE: 1/4" = 1'-0" 11 SCALE: 1/4" = 1'-0" 12 SCALE: 1/4" = 1'-0" CATERING KITCHEN 202 13 SCALE: 1/4" = 1'-0" PROVIDE CONCEALED COUNTERTOP SUPPORT BRACKETS T1 24"W 84"H 14"D B10 18"W 34"H 24"D B4 42"W 34"H 24"D B11 36"W 34"H 24"D B11 36"W 34"H 24"D 1'-9" 1'-0" 3/4" MDF. SS1 AT ALL SIDES " 2 EQ EQ EQ " 6 - ' 2 BR1 3/4"W 30"H 18"D BR1 3/4"W 30"H 18"D 16 A11.1 V " 6 - ' 3 " 6 - ' 1 PL1 20 A11.1 " 0 - ' 3 3'-3" 1'-6" B4 42"W 34"H 24"D 20 A11.1 16 A11.1 " 6 - ' 3 V 1'-6" 3'-3" PLATFORM SCALE: 1/4" = 1'-0" 18 " 0 - ' 3 SS2 V.V PLATFORM SCALE: 1/4" = 1'-0" 15 PLATFORM SCALE: 1/4" = 1'-0" 14 PLATFORM SCALE: 1/4" = 1'-0" 17 ROPPE #47 COVECAP AT OUTSIDE EDGE OF RISER TO CAP CARPET " 6 " 6 " 6 ROPPE #7 STAIR NOSING AT ALL OUTSIDE EDGES OF TREAD CPT1 3/4" FRT PLYWOOD RAILING AS SCHEDULED 3 3 5/8" METAL STUD. 12" O.C. ROPPE #7 5/8" GYP RB1 RB1 3 5/8" METAL STUD B11 30"W 34"H 24"D B11 30"W 34"H 24"D B10 18"W 34"H 24"D CATERING ISLAND NORTH 22 SCALE: 1/4" = 1'-0" SS2 PL1 WATERFALL SS2 PLATFORM STAIRS 19 SCALE: 1 1/2" = 1'-0" PLATFORM STAIRS 21 SCALE: 1 1/2" = 1'-0" CATERING ISLAND SOUTH 23 SCALE: 1/4" = 1'-0" TYPICAL PLAFORM SECTION 16 SCALE: 1 1/2" = 1'-0" PLATFORM CAP SCALE: 1 1/2" = 1'-0" 20 TYPICAL CASEWORK NOMENCLATURE F U1 24"W 30"H 14"D U2 18"W 30"H 14"D U3 30"W 30"H 14"D U3 30"W 24"H 14"D U2 18"W 30"H 14"D U3 36"W 30"H 14"D U2 18"W 30"H 14"D O'CONNELL ROBERTSON DESIGNATION UNIT WIDTH UNIT HEIGHT UNIT DEPTH F O N U " 2 - ' 7 CIRCLE INDICATES LOCK LOCATION FILLER (F) O'CONNELL ROBERTSON DESIGNATION UNIT WIDTH COUNTER HEIGHT COUNTER DEPTH F B1 24"W 30"H 24"D B2 18"W 30"H 24"D B3 30"W 30"H 24"D B10 18"W 30"H 24"D B11 36"W 30"H 24"D F B12 18"W 30"H 24"D B5 30"W 30"H 24"D 15'-6" VIEW NUMBER VIEW TITLE SCALE: 1/4" = 1'-0" # VIEW SCALE GENERAL CASEWORK NOTES 1. ALL EXPOSED AND SEMI-EXPOSED SURFACE PLASTIC LAMINATE U.N.O. REFER TO ELEVATION AND LIST OF FINISHES FOR PLAM COLOR. 2. PROVIDE 3/4" RADIUS AT ALL OUTSIDE CORNERS OF COUNTERS AND TRANSACTION TOPS. 3. WALL BASE ON BASE CABINET UNLESS NOTED OTHERWISE. 4. SPECIALIZED CABINET SECTIONS ONLY NOTED ON CASEWORK ELEVATIONS. OTHER CASEWORK SECTIONS SHOW TYPICAL CONSTRUCTION. 5. PROVIDE FINISHED END PANELS AND/OR END RETURNS AT OPEN CASEWORK. 6. PROVIDE PLASTIC LAMINATE TRIM AND FILLER PANELS WHERE EQUIPMENT IS LOCATED WITH THE CASEWORK UNITS. 7. PROVIDE BACKSPLASHES & SIDESPLASHES - U.N.O. 8. PROVIDE COUNTERTOP BRACE SUPPORTS AT 48" O.C. MAX @ KNEE SPACES - U.N.O. 9. PROVIDE BLIND CORNER UNITS AT BASE AND TALL CASEWORK FOR "L" AND "U" SHAPED CONFIGURATIONS. BLIND UNIT TO EXTEND 12" - 15" OF WALL. 10. FILE DRAWERS TO HAVE MINIMUM INSIDE CLEAR DIMENSIONS OF 13.5" WIDE BY 10.5" HIGH BY 20.5" DEEP. KEYNOTE LEGEND RAILING AS SCHEDULED. BOLT TO STEEL TOP PLATE ESCUTCHEON PLATE AT BOTTOM OF RAILING SS1 AT ALL SIDES V WALL AS SCHEDULED. REFER TO PARTITION TYPES . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A Revisions: DATE NO. DESCRIPTION 06/19/24 ADDENDUM 1 ADDENDUM 2 12/02/24 BP REVISION 01 01/21/24 1 2 3 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS INTERIOR ELEVATIONS A11.1 01/21/2025SA SB SC A B C D XA . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 8 4 : 2 1 : 2 1 5 2 0 2 / 1 2 / 1 t v r . l a r t n e C _ P E M _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 1 2 3 3.2 4 5 6 7 S2 2 2 5 S1 X4 2 5 STORAGE 112 VIEWING 101 MECH/ELEC 108 RESTROOM 110 RESTROOM 111 JANITOR 109 3 ELEVATOR E1 SCOUT 107 PRESS 106 BROADCASTING 105 1 ANNOUNCER/SPOTTER 104 CORRIDOR 100 FILM DECK 103 4 BROADCASTING 102 1 X5 X6 X7 X8 X9 X10 X11 FIRE PROTECTION EAST GRANDSTAND PLAN - FIRST FLOOR 1 SCALE: 1/4" = 1'-0" GENERAL NOTES 1. 2. REFER TO SHEET FP1.1 FOR GENERAL FIRE PROTECTION NOTES THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. SPRINKLER SYSTEM FOR ALL AREAS OF THE BUILDINGS SHALL BE DESIGNED FOR LIGHT HAZARD OCCUPANCY, EXCEPT AS NOTED FOR HIGHER HAZARD OCCUPANCIES. KEYNOTE LEGEND PROVIDE WET-PIPE SPRINKLER SYSTEM FOR THIS AREA PER NFPA-13. DRY STAND-PIPE UP AND DOWN. 3 WET PIPE RISE UP THRU CHASE TO RISER ROOM. 1 PROVIDE DRY SIDEWALL-MOUNTED SPRINKLER HEAD TO SERVE THIS SPACE. PROVIDE 2-1/2" FIRE HOSE CONNECTION 1 2 4 5 KEY PLAN N N TRUE NORTH PLAN NORTH NORTH . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i t o n o n A n a S 1 E S A H P - S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 D S I N I T S U A 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 Engineering Firm: O'CONNELL ROBERTSON Firm Registration No. F-2708 Revisions: DATE NO. DESCRIPTION 12/02/24 ADDENDUM 2 BP REVISION 01 01/21/25 1 2 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS FIRE PROTECTION PLAN - FIRST FLOOR FP3.3 01/21/251 2 3 3.2 4 5 6 7 S2 3"SAN 3"SAN 4"SAN 4"SAN 1/2"CW 4 HB 3"SAN 4"SD 5 4"SD 1 3 2"CW 2"V 2 3"SAN X5 X6 X7 X9 X10 X11 4"SD X8 S1 X4 SA SB SC A B C D XA . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 9 4 : 2 1 : 2 1 5 2 0 2 / 1 2 / 1 t v r . l a r t n e C _ P E M _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 2 1 SCALE: 1/4" = 1'-0" PLUMBING EAST GRANDSTAND PLAN - EQUIPMENT PLATFORM GENERAL NOTES 1. 2. REFER TO SHEET P1.1 FOR GENERAL PLUMBING NOTES THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. ALL EXISTING PIPING SIZES & LOCATIONS ARE TAKEN FROM BEST AVAILABLE RECORD DOCUMENTS & SITE OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. KEYNOTE LEGEND 4" SEWER DOWN TO BELOW. 2" VENT FROM BELOW UP TO ABOVE. 2" CW UP THRU CHASE (HEAT TRACED). 1 2 3 4 2 1/2" CW PIPING DOWN FROM ABOVE TO SERVE EQUPMENT PLATFORM HOSE BIBB. EXPOSED PIPING TO BE HEAT TRACED. 5 STORM DRAIN DOWN FROM ABOVE TO BELOW. KEY PLAN N N TRUE NORTH PLAN NORTH NORTH . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i t o n o n A n a S 1 E S A H P - S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 D S I N I T S U A 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 Engineering Firm: O'CONNELL ROBERTSON Firm Registration No. F-2708 Revisions: DATE NO. DESCRIPTION 12/02/24 ADDENDUM 2 BP REVISION 01 01/21/25 1 2 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 2 PLUMBING PLAN - EQUIPMENT PLATFORM P3.3 01/21/25. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 0 5 : 2 1 : 2 1 5 2 0 2 / 1 2 / 1 t v r . l a r t n e C _ P E M _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t SA SB SC A B C D XA S1 X4 1 2 3 3.2 4 5 6 7 S2 2"V 3"SAN 3"SAN 4"SAN MECH/ELEC 108 10 1/2"CW 8 HB ETP1F 3/4"CW 7 JANITOR 109 1 AFR FD2 WH1 AFR 1 CP MB1 2 L1A 8 FD2 WC1A RESTROOM 110 L1A 2 8 WC1A FD2 RESTROOM 111 4"SAN 3 2"V 4 1 1/2"CW 6 2"V 5 ELEVATOR E1 1 1/4"CW 3/4"HW 1 1/4"CW EWC1 4"SD 9 STORAGE 112 3/4"CW 1"CW 1 1/2"CW 1 1/2"CW 3/4"CW 3/4"CW 1 SCOUT 107 PRESS 106 BROADCASTING 105 ANNOUNCER/SPOTTER 104 X5 X6 FPHB X7 X9 FPHB X10 X11 CORRIDOR 100 3 3"SAN BROADCASTING 102 VIEWING 101 3"SAN 1/2"CW 11 FILM DECK 103 2"SAN 2"SAN TD2 X8 PLUMBING EAST GRANDSTAND PLAN - FIRST FLOOR 1 SCALE: 1/4" = 1'-0" GENERAL NOTES 1. 2. REFER TO SHEET P1.1 FOR GENERAL PLUMBING NOTES THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. ALL EXISTING PIPING SIZES & LOCATIONS ARE TAKEN FROM BEST AVAILABLE RECORD DOCUMENTS & SITE OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 1 2 3 4 5 6 7 8 KEYNOTE LEGEND PROVIDE AUTOMATIC FLOW REGULATOR STATION WITH STRAINER, SHUT-OFF VALVE, AND UNION. PROVIDE A TEMPERATURE GAUGE DOWN STREAM. REFER TO DETAILS. PROVIDE FLUSH VALVE MOUNTED TRAP PRIMER "T", REF SCHEDULES. ROUTE 1/2"CW LINE FROM FLUSH VALVE TRAP PRIMER ON ADJACENT WATER CLOSET TO FLOOR DRAIN. SAN DOWN TO BELOW VENT PIPING UP TO ABOVE. VENT PIPING UP FROM BELOW. COLD WATER PIPING UP FROM BELOW. 1/2”CW DOWN TO ELECTRONIC TRAP PRIMER. ROUTE 1/2”CW FROM TRAP PRIMER, UNDER FLOOR, TO FLOOR DRAIN OR FLOOR SINK. 1/2”CW FROM TRAP PRIMER ABOVE TO FLOOR DRAIN OR FLOOR SINK. PIPE ROUTING BELOW SLAB SHOWN DIAGRAMMATICALLY FOR CLARITY. ROUTE SEPARATE 1/2" LINE TO EACH FLOOR DRAIN OR FLOOR SINK. INSTALL CW PIPING BELOW PER SPECIFICATIONS. 2 10 11 9 STORM DRAIN DOWN FROM ABOVE TO BELOW. 1/2" CW DOWN TO EQUIPMENT PLATFORM HOSE BIBB. PROVIDE HEAT TRACING FOR EXTERIOR PIPING. 1/2”CW FROM TRAP PRIMER ABOVE TO FLOOR DRAIN OR FLOOR SINK. PIPE ROUTING BELOW SLAB SHOWN DIAGRAMMATICALLY FOR CLARITY. INSTALL CW PIPING BELOW PER SPECIFICATIONS. KEY PLAN N N TRUE NORTH PLAN NORTH . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i t o n o n A n a S 1 E S A H P - S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 D S I N I T S U A 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 Engineering Firm: O'CONNELL ROBERTSON Firm Registration No. F-2708 Revisions: DATE NO. DESCRIPTION 12/02/24 ADDENDUM 2 BP REVISION 01 01/21/25 1 2 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS PLUMBING PLAN - FIRST FLOOR P3.4 01/21/25. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 1 2 : 1 0 : 1 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ P E M _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t SA SB SC A B C D XA 1 2 3 3.2 4 5 6 7 STAIR S2 ELEVATOR E1 STAIR S1 S1 X4 S2 1 16ø OA 3 CP-1 DOAS-1 16ø OA 2 2 EQUIPMENT PLATFORM 001 CU-2-1 CU-1-1 CU-2-2 CU-1-2 CU-2-3 MECHANICAL PLAN - EQUIPMENT PLATFORM 1 SCALE: 1/4" = 1'-0" 2 X5 X6 X7 X8 X9 X10 X11 GENERAL NOTES REFER TO SHEET M1.1 FOR GENERAL MECHANICAL NOTES THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. ALL EXISTING DUCTWORK, PIPING SIZES & LOCATIONS ARE TAKEN FROM BEST AVAILABLE RECORD DOCUMENTS & SITE OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. KEYNOTE LEGEND DUCT UP THROUGH LEVELS 1 AND 2 FLOORS. PROVIDE INTERNALLY INSULATED DOUBLE-WALL DUCTWORK. PROVIDE ENCLOSURE RATED FOR OUTDOOR USE FOR CONDENSATE PUMP. 1. 2. 1 2 3 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S 1 E S A H P - S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 D S I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NORTH Engineering Firm: O'CONNELL ROBERTSON Firm Registration No. F-2708 Revisions: DATE NO. DESCRIPTION 2 BP REVISION 01 01/20/25 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 2 MECHANICAL PLAN - EQUIPMENT PLATFORM M3.2 SA SB SC A B C D XA . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 3 2 : 1 0 : 1 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ P E M _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 1 2 3 3.2 4 5 6 7 S1 S2 16ø OA DD 10ø OA A S 6 1 x 8 1 A S 2 1 x 2 2 10ø OA FCU-1-1 FCU-1-2 2 7 1 2 L-1 L-2 L-5 H X E ø 8 MECH/ELEC 108 DD JANITOR 109 S4A 35 H X E 0 1 x 8 8ø EXH 8ø EXH RESTROOM 110 S2A 40 _R2P EF-1-1 8x6 SA 22x12 SA 4 EF-1-2 4 EF-1-3 ELEVATOR E1 STAIR S1 H X E 0 1 x 0 1 RESTROOM 111 S2A 40 3 5 CORRIDOR 100 10x10 10x10 10x10 10x10 18x16 PRESS 106 BROADCASTING 105 ANNOUNCER/SPOTTER 104 S1D 430 S1C 325 1 16x12 SA S1C 345 S1B 150 BROADCASTING 102 S1C 345 WALLS OF MECH/ELEC ROOM ARE NOT TO DECK (PLENUM PATH). 6 12x12 SCOUT 107 S1D 355 20x12 SA 12x12 SA S2A 90 STORAGE 112 _R2P 8x6 VIEWING 101 S1C 320 S1C 320 S1C 320 S1C 320 X10 1 X11 X4 X5 X6 X7 X8 X9 _R5D _R5D _R5D _R5D _R5D _R5D _R5D _R5D FILM DECK 103 _R5D _R5D 1 _R5D 8 MECHANICAL PLAN - FIRST FLOOR 1 SCALE: 1/4" = 1'-0" GENERAL NOTES 1. 2. REFER TO SHEET M1.1 FOR GENERAL MECHANICAL NOTES THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. ALL EXISTING DUCTWORK, PIPING SIZES & LOCATIONS ARE TAKEN FROM BEST AVAILABLE RECORD DOCUMENTS & SITE OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. KEYNOTE LEGEND EVH-501-20"X14" GREENHECK LOUVER. EVH-501-12"x24" LOUVER MOUNTED ON EXTERIOR BUILDING. ROUTE 10X10 DUCT TO PLENUM SPACE IN HALLWAY AS SHOWN. PROVIDE BAROMETRIC RELIEF DAMPER IN DUCT OFF OF LOUVER. REFER TO ARCHITECT FOR FINAL PAINT COLOR AND DETAILING. PROVIDE MINIMUM 30-DEGREE PLENUM RETURN DUCT OPENING (TO INCREASE FREE AREA AT INLET ABOVE DUCT SIZE) WITH 1/2" X 1/2" STEEL MESH AT OPENING. INSTALL AS HIGH AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID OBSTRUCTIONS IN FRONT OF OPENING. INSULATE EXHAUST DUCT AS SPECIFIED. PROVIDE BAROMETRIC RELIEF DAMPER IN THIS LOCATION TO BE ACCESSIBLE. ROUTE DUCTWORK TO AVOID CROSSING OVER ELECTRICAL PANEL. 2 EVH-501-12"X12" GREENHECK LOUVER. 1 2 3 4 5 6 7 KEY PLAN N N TRUE NORTH PLAN NORTH NORTH . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S 1 E S A H P - S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 D S I N I T S U A Engineering Firm: O'CONNELL ROBERTSON Firm Registration No. F-2708 Revisions: DATE NO. DESCRIPTION 12/02/24 ADDENDUM 2 BP REVISION 01 01/20/25 1 2 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS MECHANICAL PLAN - FIRST FLOOR M3.3 1 2 3 3.2 4 5 6 7 X5 X6 X7 X8 X9 X10 X11 S1 X4 SA SB SC A B C D XA . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 4 2 : 1 0 : 1 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ P E M _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t S2 2 1"CD CP-1 4 1 CU-2-3 R R R R R DOAS-1 3 TYP CU-2-1 CU-1-1 5 TYP CU-2-2 CU-1-2 MECHANICAL PIPING PLAN - EQUIPMENT PLATFORM 1 SCALE: 1/4" = 1'-0" 2 GENERAL NOTES 1. 2. REFER TO SHEET M1.1 FOR GENERAL MECHANICAL NOTES THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. ALL EXISTING DUCTWORK, PIPING SIZES & LOCATIONS ARE TAKEN FROM BEST AVAILABLE RECORD DOCUMENTS & SITE OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. KEYNOTE LEGEND 1 2 3 4 5 PROVIDE CONDENSATE PUMP TO ROUTE CONDENSATE UP THROUGH LEVEL 1 FLOOR TO FLOOR SINK IN LEVEL 1 MECHANICAL ROOM. REFRIGERANT PIPING UP THROUGH FLOOR TO FCU. ROUTE ALL PIPING UP ABOVE UNITS TIGHT TO STRUCTURE. LOCATE CONDENSATE PUMP FOR DEDICATED OUTSIDE AIR UNIT, AS SCHEDULED, TO AVOID CONFLICTS WITH ACCESS DOORS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. ROUTE REFRIGERANT LINES TO UNISTRUT RACK AND ROUTE UP RACK IN VERTICAL. ROUTE PIPING TO AVOID MANUFACTURER REQUIRED CLEARANCES AND CONFLICTS WITH OTHER UTILITIES. . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S 1 E S A H P - S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 D S I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NORTH Engineering Firm: O'CONNELL ROBERTSON Firm Registration No. F-2708 Revisions: DATE NO. DESCRIPTION 2 BP REVISION 01 01/20/25 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 2 MECHANICAL PIPING PLAN - EQUIPMENT PLATFORM M4.2 1 2 3 3.2 4 5 6 7 S2 1 1/4"CD L-1 L-2 R 2 D C " 1 R R R FCU-1-2 3 3/4"CD 3/4"CD FCU-1-1 3 R MECH/ELEC 108 1 EF-1-2 EF-1-3 JANITOR 109 EF-1-1 RESTROOM 110 RESTROOM 111 4 SP L-2 ELEVATOR E1 STORAGE 112 1 CORRIDOR 100 T FCU-1-1 T FCU-1-2 VIEWING 101 SCOUT 107 PRESS 106 BROADCASTING 105 ANNOUNCER/SPOTTER 104 FILM DECK 103 BROADCASTING 102 X5 X6 X7 X8 X9 X10 X11 S1 X4 SA SB SC A B C D XA . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 5 2 : 1 0 : 1 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ P E M _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t MECHANICAL PIPING PLAN - FIRST FLOOR 1 SCALE: 1/4" = 1'-0" GENERAL NOTES 1. 2. REFER TO SHEET M1.1 FOR GENERAL MECHANICAL NOTES THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. ALL EXISTING DUCTWORK, PIPING SIZES & LOCATIONS ARE TAKEN FROM BEST AVAILABLE RECORD DOCUMENTS & SITE OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. KEYNOTE LEGEND ROUTE CONDENSATE PIPING, INSULATED AND JACKETED AS SPECIFIED, TO MOP SINK. REFER TO PLUMBING FOR LOCATION. REFRIGERANT PIPING DOWN THROUGH FLOOR TO HEAT PUMP UNIT ON EQUIPMENT PLATFORM. 2 ROUTE CONDENSATE PIPING UP TIGHT TO STRUCTURE. ROUTE REFRIGERANT PIPING AS TO PREVENT TRIPPING HAZARD. ROUTE PIPING AS TO AVOID ALL MANUFACTURER REQUIRED CLEARANCES. PROVIDE WITH CONDENSATE PUMP. SPACE STATIC PRESSURE SENSOR; REF. CONTROLS DRAWINGS. 1 2 3 4 KEY PLAN N N TRUE NORTH PLAN NORTH NORTH . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S 1 E S A H P - S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 D S I N I T S U A Engineering Firm: O'CONNELL ROBERTSON Firm Registration No. F-2708 Revisions: DATE NO. DESCRIPTION 12/02/24 ADDENDUM 2 BP REVISION 01 01/20/25 1 2 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS MECHANICAL PIPING PLAN - FIRST FLOOR M4.3 1 2 3 3.2 4 5 6 7 S2 L-3 L-4 R 3 R 2 R MECH/ELEC 208 FCU-2-2 3 FCU-2-1 3/4"CD 3/4"CD 1 MDF 209 T FCU-2-3 3/4"CD R 4 5 FCU-2-3 CORRIDOR 200 T FCU-2-1 TEAM 207 SCOREBOARD PRODUCTION 206 SCOREBOARD OPERATORS 205 TEAM 204 EF-2-1 RESTROOM 210 EF-2-2 RESTROOM 211 ELEVATOR E1 PATIO 212 1 MULTI USE 201 T FCU-2-2 ? ? X5 X6 X7 X8 X9 X10 X11 S1 X4 SA SB SC A B C D XA . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 6 2 : 1 0 : 1 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ P E M _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t MECHANICAL PIPING PLAN - SECOND FLOOR 1 SCALE: 1/4" = 1'-0" GENERAL NOTES 1. 2. REFER TO SHEET M1.1 FOR GENERAL MECHANICAL NOTES THAT SHALL APPLY TO ALL SHEETS IN THIS SET UNLESS NOTED OTHERWISE IN THE KEYED NOTES. ALL EXISTING DUCTWORK, PIPING SIZES & LOCATIONS ARE TAKEN FROM BEST AVAILABLE RECORD DOCUMENTS & SITE OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. KEYNOTE LEGEND ROUTE CONDENSATE PIPING, INSULATED AND JACKETED AS SPECIFIED, TO FLOOR SINK IN MECHANICAL ROOM. REFER TO PLUMBING FOR LOCATION. REFRIGERANT PIPING DOWN THROUGH FLOOR TO CONDENSING UNIT ON EQUIPMENT PLATFORM. 2 ROUTE REFRIGERANT PIPING AS TO PREVENT TRIPPING HAZARD. ROUTE PIPING AS TO AVOID ALL MANUFACTURER REQUIRED CLEARANCES. ROUTE REFRIGERANT PIPING TIGHT TO STRUCTURE. HORIZONTAL FAN COIL UNIT MOUNTED ABOVE CEILING IN PLENUM SPACE. 1 2 3 4 5 KEY PLAN N N TRUE NORTH PLAN NORTH NORTH . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S 1 E S A H P - S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 D S I N I T S U A Engineering Firm: O'CONNELL ROBERTSON Firm Registration No. F-2708 Revisions: DATE NO. DESCRIPTION 12/02/24 ADDENDUM 2 BP REVISION 01 01/20/25 1 2 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS MECHANICAL PIPING PLAN - SECOND FLOOR M4.4 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 6 2 : 1 0 : 1 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ P E M _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t EF-2-2 INLINE DIRECT (ECM) GENERAL EXHAUST 100 N/A .5 1240 1750 .05 1/15 34 115 / 1 / 60 LEVEL 2 ODP RELAY NOTE 7 CSP-A390-VG GREENHECK 1, 2, 5, 6, 7 AIR DEVICE SCHEDULE FAN SCHEDULE REFER TO SHEET M1.1 FOR DIAGRAM INDICATING AIR DEVICE TAG DESCRIPTION. NOTE: FOR ALL AIR DEVICES INSTALLED IN GYPSUM CEILINGS, PROVIDE PLASTER FRAME. MARK NECK SIZE FACE SIZE DESCRIPTION MODEL REMARKS CEILING SUPPLY DIFFUSER PRICE 'ASCD' 3 CONE SUPPLY DIFFUSER; ALUMINUM CONSTRUCTION; WHITE FINISH; FRAME FOR LAY-IN CEILING; PROVIDE FACTORY INSTALLED, R-6, FOIL-BACKED INSULATION BLANKET. CEILING SUPPLY DIFFUSER PRICE 'ASCD' 3 CONE SUPPLY DIFFUSER; ALUMINUM CONSTRUCTION; WHITE FINISH; FRAME FOR LAY-IN CEILING; PROVIDE FACTORY INSTALLED, R-6, FOIL-BACKED INSULATION BLANKET. S4A 24" x 8" 24" x 8" SIDEWALL SUPPLY GRILLE PRICE '620' DOUBLE DEFLECTION; 3/4" BLADE SPACING; ALUMINUM CONSTRUCTION; BORDER TYPE 'F', WITH CONCEALED MOUNTING CEILING RETURN GRILLE PRICE '80' 1/2"x 1/2"x1/2" ALUMINUM CORE; FRAME FOR LAY-IN CEILING; PROVIDE NARROW FRAME OPTION; PROVIDE ROUND DUCT ADAPTER FOR ALL DEVICES OF THIS TYPE EXCEPT 'R1P.' FOR ALL TYPE 'R1P' DEVICES, PROVIDE PLENUM RETURN GRILLE COVER EQUAL TO PRICE MODEL 'RAC' TO BLOCK LIGHT AND SOUND. CEILING RETURN GRILLE PRICE '80' 1/2"x 1/2"x1/2" ALUMINUM CORE; FRAME FOR LAY-IN CEILING; PROVIDE NARROW FRAME OPTION; PROVIDE ROUND DUCT ADAPTER FOR ALL DEVICES OF THIS TYPE EXCEPT 'R2P.' FOR ALL TYPE 'R2P' DEVICES, PROVIDE PLENUM RETURN GRILLE COVER EQUAL TO PRICE MODEL 'RAC' TO BLOCK LIGHT AND SOUND. MARK FAN TYPE DRIVE TYPE SERVICE MAX. FLOW (CFM) MIN. FLOW (CFM) EXT. S.P. (IN WG.) FAN RPM MAX FAN RPM FAN B.H.P. MOTOR H.P. INLET SOUND POWER, LW (dBA) V / PH / CYC LOCATION MOTOR ENCLOSURE TYPE MOTOR CONTROL TYPE INTERLOCK MANUFACTURER MODEL NOTES NOTES: EF-1-1 INLINE DIRECT (ECM) GENERAL EXH. 90 N/A .5 1246 1750 .03 1/15 34 115 / 1 / 60 LEVEL 1 ODP RELAY NOTE 7 CSP-A390-VG GREENHECK 1, 2, 4, 5, 6 R3A 28" x 8" 28" x 8" SIDEWALL RETURN GRILLE PRICE '635' 45° DEFLECTION; 1/2" BLADE SPACING WITH HORIZONTAL BLADES; ALUMINUM CONSTRUCTION; SURFACE MOUNTING; BORDER TYPE 'F', WITH COUNTERSUNK SCREW MOUNTING; WHITE FINISH; 3. NOT USED. 4. PROVIDE CEILING MOUNTING KIT. CEILING RETURN SLOT DIFFUSER PRICE 'SDR75' 1" SLOT WIDTH; 2 SLOTS; PROVIDE WITH INSULATED PLENUM EQUAL TO PRICE MODEL 'SDB' TYPE 14 WITH FIBER FREE FOAM INSULATION; CONCEALED SURFACE MOUNT WITH TYPE 2 BORDER; COLOR AND FINISH TO BE CHOSEN BY ARCHITECT. 5. PROVIDE WITH MOTOR-MOUNTED POTENTIOMETER FOR MANUAL SPEED ADJUSTMENT. 6. PROVIDE WITH INSULATED HOUSING. 7. INTERLOCK WITH OAU-1. 1. PROVIDE WITH BACKDRAFT DAMPER AS SPECIFIED, CONFIGURED TO WORK WITH FAN ORIENTATION AS INDICATED IN THE DRAWINGS. 2. PROVIDE WITH DISCONNECT SWITCH AS SPECIFIED. S1A S1B S1C S1D S1E S1F S2A S2B S2C R1A R1B R1C R1D R1E R1F R1P R2A R2B R2C R2P R5A R5B R5C R5D RX E1A E1B E1C E1D E1E E1F E2A E2B E2C E3A E3B E3C E3D E3E E3F 6"Φ 8"Φ 10"Φ 12"Φ 14"Φ 16"Φ 6"Φ 8"Φ 10"Φ 6"Φ 8"Φ 10"Φ 12"Φ 14"Φ 16"Φ N/A 6"Φ 8"Φ 10"Φ N/A 6"Φ 8"Φ 10"Φ 12"Φ 6"Φ 8"Φ 10"Φ 12"Φ 14"Φ 16"Φ 6"Φ 8"Φ 10"Φ 8" x 6" 12" x 6" 12" x 10" 18" x 12" 24" x 12" 24" x 24" 24"x24" 24"x24" 24"x24" 24"x24" 24"x24" 24"x24" 12"x12" 12"x12" 12"x12" 24"x24" 24"x24" 24"x24" 24"x24" 24"x24" 24"x24" 24"x24" 12"x24" 12"x24" 12"x24" 12"x24" 48"L 48"L 48"L 48"L 24"x24" 24"x24" 24"x24" 24"x24" 24"x24" 24"x24" 12"x12" 12"x12" 12"x12" 8" x 6" 12" x 6" 12" x 10" 18" x 12" 24" x 12" 24" x 24" SEE PLANS SEE PLANS EXISTING RETURN AIR DEVICE N/A EXISTING AIR DEVICE. REBALANCE TO AIRFLOWS SHOWN ON PLANS. DOAS UNIT SCHEDULE FIRST AND SECOND FLOORS SPLIT-SYSTEM AIR CONDITIONING UNIT SCHEDULE OAU-1 SPLIT SYSTEMS HORIZ. DISCHARGE NOMINAL SIZE (TONS) 4 FCU-1-1 VERTICAL AIR HANDLER 4 FCU-1-2 VERTICAL AIR HANDLER 5 FCU-2-1 VERTICAL AIR HANDLER 5 FCU-2-2 VERTICAL AIR HANDLER 1 FCU-2-3 HORIZONTAL AIR HANDLER LEVEL 1 LEVEL 1 LEVEL 2 LEVEL 2 CEILING EXHAUST GRILLE PRICE '80' 1/2"x 1/2"x1/2" ALUMINUM CORE; FRAME FOR LAY-IN CEILING; PROVIDE NARROW FRAME OPTION; PROVIDE ROUND DUCT ADAPTER. CEILING EXHAUST GRILLE PRICE '80' 1/2"x 1/2"x1/2" ALUMINUM CORE; FRAME FOR LAY-IN CEILING; PROVIDE NARROW FRAME OPTION; PROVIDE ROUND DUCT ADAPTER. SIDEWALL EXHAUST GRILLE PRICE '635' 45° DEFLECTION; 1/2" BLADE SPACING WITH HORIZONTAL BLADES; ALUMINUM CONSTRUCTION; SURFACE MOUNTING; BORDER TYPE 'F', WITH COUNTERSUNK SCREW MOUNTING; WHITE FINISH; ELECTRIC HEATER SCHEDULE MARK AREA SERVED TYPE MOUNTING TYPE CAPACITY (BTUH) WATTS V / PH / HZ MODEL MFR. REF. NOTES NOTES: EUH-1 FIRE RISER ROOM UNIT HEATER WALL-MOUNT 17,060 3750 208 / 1 / 60 EGW REZNOR ALL 1. PROVIDE WALL-MOUNTED THERMOSTAT WHERE SHOWN ON PLANS. CONDENSATE PUMP SCHEDULE HEAD (FT. WG) @ 100% FLOW MARK SERVES DESIGN GPH V / PH / CYC. MODEL MANUFACTURER NOTES NOTES: CP-1 DOAS-1 5.7 22 120 / 1 / 60 VCL-24ULS LITTLE GIANT ALL 1. PROVIDE CORD AND PLUG ASSEMBLY. 2. PROVIDE HIGH LEVEL FLOAT SWITCH. TWO CONTACTS ARE NEEDED. ONE WILL SHUTDOWN THE UNIT, THE OTHER TO ALARM THE BAS. MARK SPACE SERVED TYPE TOTAL CFM TOTAL CAP. (MBH) SENSIBLE CAP. (MBH) A T A D L I O C X D E.A.T. (DB/WB) L.A.T. (DB / WB) MAX. ROWS / FPI ISMRE L.A.T. (DB/WB) H CAPACITY (MBH) R G H . NO. OF COMP. P M O C COMP. AMPS 1 / 2 FAN HP EACH R NO. OF FANS E S N E D N O C F.L.A. TOTAL AMB. AIR TEMP. (%%DF) I G N T A E H I G N T A E H N A F Y L P P U S I T N U TYPE INPUT (KW) E.A.T. (DB) L.A.T. (DB) NO. STAGES TYPE INPUT (MBH) E.A.T. (DB) L.A.T. (DB) DRIVE CFM BHP F.L.A. MOTOR HP A V / PH / HZ T A D F.L.A. . C E L E M.C.A. M.O.C.P. E.S.P. IN. W.C. T.S.P. IN. W.C. FILTER MODEL NO. OPTIONS UNIT EER MANUFACTURER NOTES NOTES: 1500 131.5 74.2 100 / 76 55 / 54 4 / 15 5.95 36.2 75 / 61 6.8 / 7.9 2 2 1 105 1.8 18 45 82 SCR 91.9 20 74 4 .62 4.5 42.7 50.1 60 1.5 1.7 DIRECT 1500 460 / 3 / 60 2" MERV-13 DPS012A SEE NOTES 11.0 DAIKIN ALL EXTERNAL ELECTRIC IN DUCT HEAT PUMP NUMBER OF HEATING STAGES 2,040 455 0.50 1.0 50.2 41.3 3.0 75 / 63 68 / 91 51.2 ELECTRIC 15.00 460 / 3 / 60 1 27.0 30 MERV 8 199 LENNOX 1 2 1 #N/A 105 0.33 #N/A 10 20 15.1 332 MDF 600 0 0.30 0.5 15.9 12.6 3.0 75 / 63 - - - - - - 4.0 15 MERV 8 129 LENNOX 1 1 1 #N/A 105 0.166 #N/A 12 15 17.6 155 ALL 460 / 3 / 60 460 / 3 / 60 460 / 3 / 60 460 / 3 / 60 208 / 1 / 60 CBA27UHE-048 CBA27UHE-048 CBA27UHE-060 CBA27UHE-060 CBA25UHV-018 CU-1-1 CU-1-2 CU-2-1 CU-2-2 CU-2-3 CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT 6.41 / 41 6.41 / 41 7.24 / 52 7.24 / 52 8.8 / 42.6 460 / 3 / 60 460 / 3 / 60 460 / 3 / 60 460 / 3 / 60 208 / 1 / 60 LENNOX SSB048H4 ALL LENNOX SSB048H4 ALL LENNOX SSB060H4 ALL LENNOX SSB060H4 ALL LENNOX ML17XC1-018 1,635 310 0.50 1.0 40.2 33.6 3.0 75 / 63 68 / 97 51.2 ELECTRIC 15.00 460 / 3 / 60 1 27.0 30 MERV 8 186 LENNOX 1 2 1 #N/A 105 0.33 #N/A 9 15 16.0 268 1. EER IS AT A.H.R.I. CONDITIONS 2. THE UNIT SHALL HAVE THE FOLLOWING FEATURES: A FULLY MODULATING HOT GAS REHEAT COIL 5 MTDR & 20 STDR DELAY, FREEZE STAT AND FAN CYCLING CONTROLS. REFRIGERANT LINES SHALL CONTAIN A SIGHT GLASS. SINGLE POINT POWER CONNECTION. STAINLESS STEEL DRAIN PANS AND INSULATION LINERS. CONDENSER COIL GUARDS. METAL MESH OUTSIDE AIR FILTER. INVERTER SCROLL MODULATING CONTROL COMPRESSORS. Voz 3. INCLUDE A FULL 5-YEAR PARTS, LABOR, AND REFRIGERANT WARRANTY. 3. EQUIPMENT TO BE CONTROLLED BY DDC CONTROLS. REFER TO CONTROL SEQUENCE. 4. MANUFACTURER SHALL FURNISH PROGRAMMING AND/OR SOFTWARE TO 4. INCLUDE A FULL 5-YEAR PARTS, LABOR, AND REFRIGERANT WARRANTY. ALLOW AISD TO REMOTELY CALIBRATE THE UNIT'S SENSORS FROM THE HMI. 1. UNIT EFFICIENCIES ARE AT AHRI CONDITIONS. 2. PROVIDE WITH LOW AMBIENT HEAD PRESSURE CONTROL TO ALLOW UNIT OPERATION DOWN TO 20° F. EF-1-2 INLINE DIRECT (ECM) GENERAL EXH. 100 N/A .5 1240 1750 .03 1/15 34 115 / 1 / 60 LEVEL 1 ODP RELAY NOTE 7 CSP-A390-VG GREENHECK 1, 2, 5, 6, 7 MARK TYPE AREA SERVED TOTAL CFM O.A. CFM (MIN) TOTAL ESP IN. WG SUPPLY FAN H.P. DX COIL I T N U R O O D N I NET TOTAL CAP MBTUH (MIN) NET SENS. CAP. MBTUH (MIN) ROWS ENTERING AIR DB/WB (deg F) HEATING EAT / LAT (deg F) OUTPUT CAP (MBTUH) AUX. HEATER TYPE HEATER INPUT (KW) V/PH/HZ UNIT V/PH/HZ MCA MOCP FILTER MODEL MARK TYPE COMP. FAN H.P. UNIT V/PH/HZ MCA MOCP SEER MODEL NOTES NOTES: WEIGHT (LBS.) MANUFACTURER NO. OF COMP. STAGES RLA / LRA (EA. COMP) COND. AMBIENT TEMPERATURE (deg F) NO. OF FANS I T N U R O O D T U O WEIGHT (LBS.) MANUFACTURER EF-1-3 INLINE DIRECT (ECM) GENERAL EXH. 100 N/A .5 1240 1750 .08 1/15 34 115 / 1 / 60 LEVEL 1 ODP RELAY NOTE 7 CSP-A390-VG GREENHECK 1, 2, 5, 6, 7 1,800 300 0.50 1.0 41.6 36.5 3.0 75 / 63 68 / 94 51.2 ELECTRIC 15.00 460 / 3 / 60 1 27.0 30 MERV 8 186 LENNOX 1 2 1 #N/A 105 0.33 #N/A 9 15 16.0 268 EF-2-1 INLINE DIRECT (ECM) GENERAL EXH. 100 N/A .5 1240 1750 .08 1/15 34 115 / 1 / 60 LEVEL 1 ODP RELAY NOTE 7 CSP-A390-VG GREENHECK 1, 2, 5, 6, 7 2,210 335 0.50 1.0 50.2 41.3 3.0 75 / 63 68 / 89.5 51.2 ELECTRIC 15.00 460 / 3 / 60 1 27.0 30 MERV 8 199 LENNOX 1 2 1 #N/A 105 0.33 #N/A 10 20 15.1 332 2 OAU-1 OUTSIDE AIR CALCULATIONS ROOM NUMBER ROOM NAME ROOM TYPE AREA, Az (SQFT.) OCC. DENSITY, Pz PEOPLE OA RATE, Rp AREA OA RATE, Ra 100 101 102 104 105 106 107 108 109 110 111 112 200 201 202 204 205 206 207 208 209 210 211 TOTAL CORRIDOR VIEWING CORRIDOR CONFERENCE/MEETING BROADCASTING ANNOUNCER/SPOTTER BROADCASTING PRESS SCOUT MECH/ELEC JANITOR RESTROOM RESTROOM STORAGE CORRIDOR MULTI-USE CATERING MECH/ELEC MDF RESTROOM RESTROOM TEAM SCOREBOARD OPERATORS SCOREBOARD PRODUCTION TEAM MEDIA CENTER OFFICE MEDIA CENTER STUDIO OFFICE STORAGE JANITORS CLOSET BATHROOM BATHROOM STORAGE CORRIDOR MULTI-PURPOSE ASSEMBLY CAFETERIA MULTI-PURPOSE ASSEMBLY MULTI-PURPOSE ASSEMBLY STORAGE OFFICE OFFICE STORAGE BATHROOM BATHROOM 437 454 121 122 122 153 119 166 25 67 66 92 359 615 201 163 107 136 160 114 77 67 66 0 30 5 5 5 6 5 0 0 0 0 0 0 36 3 12 5 5 12 0 0 0 0 0 5 10 5 10 10 5 5 0 0 0 5 0 5 5 5 5 5 5 0 0 7.5 5 0.06 0.06 0.12 0.06 0.12 0.06 0.06 0.06 0.06 0.00 0.00 0.06 0.06 0.06 0.18 0.06 0.06 0.06 0.06 0.06 0.06 0.00 0.00 Vbz 27 178 65 33 65 70 33 10 2 0 0 6 22 59 70 32 34 70 7 5 0 0 Ez 0.8 1.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 34 99 82 42 82 88 42 13 3 0 0 8 28 74 88 40 43 88 9 7 0 0 1,142 217 272 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S 1 E S A H P - S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 D S I N I T S U A Engineering Firm: O'CONNELL ROBERTSON Firm Registration No. F-2708 Revisions: DATE NO. DESCRIPTION 2 BP REVISION 01 01/20/25 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS MECHANICAL SCHEDULES M8.1