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HomeMy WebLinkAbout24B FRAME ELE SCALE: 1/4" = 1'-0" �• SEE A NATIONS SEE MODEL # DOOR SEE LABEL SEE HARDWARE SCHEDULE SECURITY BY OT HE REMARKS z Z 0- O OFFSET PIVOTS SIZE J Q LLJ ¢ Z = F- c� >¢> Z J LL_ w Cn cn CD J Q L� ¢ Z _ A cn Z J LL_ w Lo c� DETAILS Z J p O J w U N p w = Z � X = 0- w (� Y UO J F- Ir W = 0- V) ¢ O� OJ Lel - to U 3 M Of LLJ of x W a U OJ O ¢ Y N Cj � w ~ W W tY ABBREVIATIONS ST = STEEL AL = ALUMINUM K ANODIZED WD = WOOD HOLLOW METAL CCA = BLEAR ANODIZED F = FLOAT GLASS PF = PREFINISHED INS = INSULATED GLASS PT = PAINTED T=TEMPERED GLASS KD =KNOCK -DOWN W = WIRE GLASS PL = PLASTIC LAMINATE _ p w Z = Y w = p¢ m i2l Q J _ V) 100-A PR. 3'-0" 8'-0" 1-3/4" AL CA D3 T * AL Ld * 1/A410 2/A410 3/A410 1/A410 2/A410 3/A410 H5 J5 S1 H1 J1 - H1 J1 - - - - - - H-1 P-186 - H-1 - X-4 H-2 - - H-2 P-3 - H-2 P-3 - L-5 - L-3 L-4 L-4 S-1 D-1 W-1 - S-1 D-1 W-1 - S-1 D-2 W-2 - S-2 D-2 - M-1 S-2 D-2 - M-1 PUSH = #17 CLEAR KAWNEER * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP 100-B U 8'-0" 1-3 4" AL LJ0 U T * AL CA 1/A502 * 100-C 3'-6" 7'-0" 1-3/4" HM PT D2 V) HM PT B V) 100-D 3'-0" 7'-0" 1-3/4 HM PT D2 - HM PT A - LU 3'-0" 7'-0" 1-3/4" w PT D2 - HM PT A - 110-A 3'-0" 8'-0" 1-3/4" AL CA D3 T * AL UJN * 1/A410 2/A410 3/A410 H5 J5 S1 1/A410 2/A410 3/A410 1/A410 2/A410 3/A410 H5 J5 S1 H1 J1 - H1 J1 - 1/A410 2/A410 3/A410 H5 J5 S1 H3 J3 - - - - - - - - - - 1 HOUR H-1 P-182 - H-2 - - H-1 P-182 - H-1 P-182 - H-2 - - H-2 - - H-2 P-3 - H-1 - X-2 H-2 - - H-2 - X-3 L-5 L-3 L-5 L-5 L-3 L-2 L-4 - L-1 - S-1 D-1 W-1 - S-1 D-2 W-2 - S-1 D-1 W-1 - S-1 D-1 W-1 - S-1 D-2 W-2 - S-2 D-2 - - S-2 D-2 - M-1 - D-1 W-1 - S-1 D-2 W-2 - S-2 D-2 W-3 - KAWNEER X-3 1 RIM FIRE EXIT DEVICE * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP 110-B 3'-0" 7'-0" 1-3/4- HM PT D2 - HM PT B - 120-A 0 8'-0" 1-3/4" AL CA D3 T * AL CA 8/A502 * 0 PR. 3'-0" 8'-0" 1-3/4- AL CA D3 T * D2 CA 9/A502 * 120-C D1 D3 DOOR ELEVATIONS SCALE: 1/4" = 1'-0" 08 11 r" " (BEYON1 DOOR U DOOR S 08 71 08 71 DOOR AND FRAME SCHEDULE MODEL # DOOR FRAME LABEL QTY. HARDWARE MODEL # SECURITY BY OT HE REMARKS z Z 0- O OFFSET PIVOTS SIZE J Q LLJ ¢ Z = F- c� >¢> Z J LL_ w Cn cn CD J Q L� ¢ Z _ A cn Z J LL_ w Lo c� DETAILS Z J p O J w U N p w = Z � X = 0- w (� Y UO J F- Ir W = 0- V) ¢ O� OJ Lel - to U 3 M Of LLJ of x W a U OJ O ¢ Y N Cj � w ~ W W tY ABBREVIATIONS ST = STEEL AL = ALUMINUM K ANODIZED WD = WOOD HOLLOW METAL CCA = BLEAR ANODIZED F = FLOAT GLASS PF = PREFINISHED INS = INSULATED GLASS PT = PAINTED T=TEMPERED GLASS KD =KNOCK -DOWN W = WIRE GLASS PL = PLASTIC LAMINATE _ p w Z = Y w = p¢ m i2l Q J _ V) 100-A PR. 3'-0" 8'-0" 1-3/4" AL CA D3 T * AL CA 5/A502 * 1/A410 2/A410 3/A410 1/A410 2/A410 3/A410 H5 J5 S1 H1 J1 - H1 J1 - - - - - - H-1 P-186 - H-1 - X-4 H-2 - - H-2 P-3 - H-2 P-3 - L-5 - L-3 L-4 L-4 S-1 D-1 W-1 - S-1 D-1 W-1 - S-1 D-2 W-2 - S-2 D-2 - M-1 S-2 D-2 - M-1 PUSH CP II #17 CLEAR KAWNEER * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP 100-B 3'-0" 8'-0" 1-3 4" AL CA D1 T * AL CA 1/A502 * 100-C 3'-6" 7'-0" 1-3/4" HM PT D2 - HM PT B - 100-D 3'-0" 7'-0" 1-3/4 HM PT D2 - HM PT A - 100-E 3'-0" 7'-0" 1-3/4" HM PT D2 - HM PT A - 110-A 3'-0" 8'-0" 1-3/4" AL CA D3 T * AL CA 7/A502 * 1/A410 2/A410 3/A410 H5 J5 S1 1/A410 2/A410 3/A410 1/A410 2/A410 3/A410 H5 J5 S1 H1 J1 - H1 J1 - 1/A410 2/A410 3/A410 H5 J5 S1 H3 J3 - - - - - - - - - - 1 HOUR H-1 P-182 - H-2 - - H-1 P-182 - H-1 P-182 - H-2 - - H-2 - - H-2 P-3 - H-1 - X-2 H-2 - - H-2 - X-3 L-5 L-3 L-5 L-5 L-3 L-2 L-4 - L-1 - S-1 D-1 W-1 - S-1 D-2 W-2 - S-1 D-1 W-1 - S-1 D-1 W-1 - S-1 D-2 W-2 - S-2 D-2 - - S-2 D-2 - M-1 - D-1 W-1 - S-1 D-2 W-2 - S-2 D-2 W-3 - KAWNEER X-3 1 RIM FIRE EXIT DEVICE * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP * SEE EXTERIOR ELEVATIONS, SECTIONS & DETAILS ** CLOSER TO ACT AS STOP 110-B 3'-0" 7'-0" 1-3/4- HM PT D2 - HM PT B - 120-A PR. 3'-0" 8'-0" 1-3/4" AL CA D3 T * AL CA 8/A502 * 120-B PR. 3'-0" 8'-0" 1-3/4- AL CA D3 T * AL CA 9/A502 * 120-C 3'-0" 7'-0" 1-3/4" HM PT D2 - HM PT B - 120-D 3'-0" 7'-0" 1-3/4-1 HM PT D2 - HM PT A - 120-E 3'-0" 7'-0" 1-3/4" HM PT D2 - HM PT A - 130 3'-0" 8'-0" 1-3/4" AL CA D1 T * AL CA 14/A502 * 131 3'-0" 7'-0" 1-3 4" HM PT D2 - HM PT B - 1S1 3'-0" 7'-0" 1-3 4" HM PT D2 - HM PT B - 1S2 3'-0" 7'-0" 1-3/4" HM PT D2 - HM PT B - H4 J4 S1 H2 J2 - H1 J1 - H3 J3 - H3 J3 - 1 HOUR 2 HOUR - 1 HOUR 1 HOUR H-2 - X-4 H-2 - - H-2 - - H-2 - X-3 H-2 - X-3 - L-1 L-1 - - S-1 D-2 W-2 - S-2 D-2 W-3 - S-2 D-2 W-3 M-6 S-2 D-2 W-3 - S-2 D-2 W-3 - 200 4'-0" 7'-0" 1-3/4- HM PT D2 - HM PT B - 201 3'-0" 7'-0" 1-3/4" HM PT D2 - HM PT A - 2S1 3'-0" 7'-0" 1-3/4" HM PTD2 - HM PT B - 2S2 7'-0" 1-3/4"1 HM PT D2 - HM PT B - 03 30 OO.A SEE STRUCTURAL SILL DETAIL S1 SCALE: 1 1/2" = 1'-0" HARDWARE SCHEDULE HINGES/PIVOTS MODEL # 07 21 OO.F 1" � �" BRAND DES. QTY. TYPE MODEL # FINISH BRAND H-1 3/LEAF OFFSET PIVOTS MFG. STD. #17 CLEAR KAWNEER H-2 3/LEAF HINGES FBB179 26D STANLEY H-3 4/LEAF HINGES FBB179 26D STANLEY PUSH PULL CONT. 04 20 00.E CONT. AROUND PRIVACY 93K SERIES DES. QTY. TYPE MODEL # FINISH BRAND P-1 1/LEAF PULL CS -9 #17 CLEAR KAWNEER P-2 1/LEAF PUSH CP II #17 CLEAR KAWNEER P-3 1 PUSH PLATE 30S 26D HAGER 26D 1 PULL 30E 26D HAGER P-4 1/LEAF PULL HG122 26D HIAWATHA BRAND 1/LEAF PUSH PLATE 240D 26D HIAWATHA EXIT DEVICE S-2 1/LEAF WALL STOP DES. QTY. TYPE MODEL # FINISH BRAND X-1 1/LEAF ELEC. EXIT DEVICE 98 SERIES #26D VON DUPRIN M-5 W/CONCEALED RODS QTY. TYPE MODEL # X-2 1 EXIT DEVICE 2090 #17 CLEAR KAWNEER X-3 1 RIM FIRE EXIT DEVICE 88L -F #26D VON DUPRIN X-4 1 RIM EXIT DEVICE 98 SERIES #26D VON DUPRIN X-5 1 RIM EXIT DEVICE W/LEVER 18 SERIES #26D MONARCH 07 21 OO.F 1• " MODEL # 07 21 OO.F 1" � �" BRAND 3" 04 20 OO.G DES. 3" 04 20 OO.G TYPE 04 21 OO.A 04 20 OO.0 04 21 OO.A 04 20 OO.A 04 20 00.1 04 20 OO.M 07 27 26.A 04 20 OO.M 07 27 26.A 26D Q G RETURN INTO RETURN INTO PASSAGE 93K SERIES OPENING 4%' o OPENING L-3 • • 07 92 OO.A • • 07 92 OO.A 04 20 00.1 04 20 OO.E-i7 CONT. 04 20 00.E CONT. AROUND PRIVACY 93K SERIES AROUND PERIMETER L-5 04 20 OO.J ,p _ PERIMETER 04 20 OO.J �,o 07 92 00.E 05 50 OO.0 11'° e L-6 05 50 OO.0 ° ° CONT. ARO 08 11 OO.B 26D 08 11 OO.B PERIMETER 08 11 OO.0 CLASSROOM 08 11 OO.0 26D HEAD DETAIL SCALE: 1 1/2" = 1'-0" BULLNOSE CORNER 04 20 OO.H AT ALL JAMBS 04120 OO.0 Op a a 07 27 26.A 07 21 OO.F 04 20 OO.F ®EN LOCKSET MODEL # FINISH BRAND W-1 DES. QTY. TYPE MODEL # FINISH BRAND L-1 1 STORE ROOM 93K SERIES 26D BEST L-2 1 PASSAGE 93K SERIES 26D BEST L-3 1 ENTRANCE 93K SERIES 26D BEST L-4 1 PRIVACY 93K SERIES 26D BEST L-5 1 DEADBOLT 83T SERIES 26D BEST L-6 1 DUMMY TRIM 93K SERIES 26D BEST L-7 1 CLASSROOM 93K SERIES 26D BEST L-8 1 RIM CYLINDER DES. 26D BEST STOP FINISH BRAND M-1 1/LEAF DES. QTY. TYPE MODEL # FINISH BRAND S-1 1/LEAF FLOOR STOP 510 26D BURNS S-2 1/LEAF WALL STOP 3211 26D DCI S-3 1/LEAF OVERHEAD CONCEALED STOP M-4 GLYNN JOHNSON CLOSER 26D M-5 DES. QTY. TYPE MODEL # FINISH BRAND D-1 1/LEAF CONCEALED CLOSER MFG. STD. #17 CLEAR KAWNEER D-2 1/LEAF SURFACE CLOSER 7700 26D NORTON D-3 1/LEAF CONCEALED IN WALL HEAD NORTON O 11 OO.0 __ II [2%' 11 OO.A 1=18�" 4% " 37 " 53/" H5 I HEAD DETAIL H4 HEAD DETAIL H3 05 50 OO.0 07 92 OO.A CONT. AROUND PERIMETER SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" BULLNOSE CORNER 04 20 OO.H 05 50 OO.0 AT ALL JAMBS 07 92 OO.A 04 20 OO.H AT ALL JAM 04 20 OO.A CONT. AROUND BS [[PERIMETER 04 20 OO.0-7 ALIGN 07 27 26.A 07 21 OO.F 04 20 OO.F \L08 11 00.B 04 21 OO.A v 04 21 OO.A 08 11 OO.0 JAMB DETAIL J5 JAMB DETA SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" IL 08 11 OO.B 08 11 OO.0 J4 �08 11 OO,C 08 11 OO.A 07 92 OO.A CONT. AROUND PERIMETER BULLNOSE CORNER JAMB DETAIL J3 SCALE: 1 1/2" = 1'-0" SEE WALL TYPE 09 21 16.E 09 21 16.A 09 21 16.1) 06 10 OO.A WALL THICKNESS +1" HEAD DETAIL SCALE: 1 1/2" = 1'-0" 09 21 16.13 09 21 OO.0 09 21 16.0 07 92 OO.A CONT. AROUND PERIMETER WEATHER STRIP DES. QTY. TYPE MODEL # FINISH BRAND W-1 1 WEATHER STRIPPING MFG. STD. MFG. STD. KAWNEER 09 21 AND THRESHOLD 2" DOOR UNIT, SEE W-2 1 WEATHERSTRIP SET 303 -AV A PEMKO 16.A 1 THRESHOLD 8134/8137 A NATIONAL GUARD N 1 DOOR BOTTOM 420A A PEMKO InIL: 1 DRIP CAP 346C-36 A PEMKO W-3 1 DOOR GASKET UJ U, PEMKO 1 DROP SWEEP ry x PEMKO MISCELLANEOUS DES. QTY. TYPE MODEL # FINISH BRAND M-1 1/LEAF KICKPLATE 8"04" 26D HIAWATHA M-2 1 FLUSHBOLTS 590 26D BURNS 1 DUSTPROOF STRIKE 545 26D BURNS M-3 1 /LEAF DOOR ARMOR 32"x34" 26D HIAWATHA M-4 1/LEAF ROLLER LATCH 26D M-5 1 AUTOMATIC OPERATOR M-6 1 SMOKE SEALS 08 11 OO.A DOOR UNIT, SEE DOOR SCHEDULE H2 09 21 16.0 07/06/12 DCH JBA 09 21 OO.0 .o Z V`) 09 21 16.8 2" DOOR UNIT, SEE O DOOR SCHEDULE 09 21 16.A " W+ CL 11. � Mill N I- 04 U; V. 1. N InIL: 0rl: i Z U U 3 H a a � O UJ U, C J a ry x 09 21 16.E 09 21 16.D 08 11 00.E N 06 10 OO.A 08 11 OO.A 07 92 OO.A CONT. AROUND PERIMETER JAMB DETAIL SCALE: 1 1/2" = 1'-0" 09 21 OO.A 07 92 OO.B SEE WALL TYPE 09 21 OO.A 09 21 OO.B 07 92 OO.B 08 11 OO.B WALL THICKNESS +1" HEAD DETAIL H1 SCALE: 1 1/2" = 1'-0" *4'� 09 21 OO.A 07 92 OO.B 09 21 OO.A w Jr 09 21 00.13 09 21 OO.A 07 92 00.8 + E2 z Y U F=- J2 JAMB DETA SCALE: 1 1/2" = 1'-0" IL J1 KEYNOTES DIVISION 1 - GENERAL REQUIREMENTS 01 10 00 THESE GENERAL NOTES ARE ORGANIZED 13ASE UPON THE CONSTRUCTION SPECIFICATIONS INSTITUTES 33 DIV FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT. DIVISION 2 - EXISTING CONDITIONS NOT USED. DIVISION 3 - CONCRETE 03 30 ODA CONCRETE SLAB .(ON VAPOR BARRIER). 03 30 00 B CONCRETE FOOTING. 03 30 OR CONCRETE ELEVATED CONCRETE SLAB. 03 30 OO.D CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS. 03 30 00.E STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS. 03 30 OOT CONCRETE FOUNDATION WALL REFERNCE STRUCTURAL DRAWINGS. 03 30 OO.G CONCRETE TOPPING SLAB. REFERENCE STRUCTURAL DRAWINGS. 03 30 OO.H ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT. 03 30 00.1 WATERSTOP. 03 30 OO.J CONCRETE FILL DIVISION 4 - MASONRY 04 20 OO.A 8x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT. 04 20 OO.B REINFORCED 8x8x16 CMU BOND BEAM. 04 20 OO.0 1Ox8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT. 04 20 OO.D CALCIUM SILICATE MASONRY UNT1i 04 20 00.E CELL VENTS WEEP HOLES 0 16 O.C. 04 20 OOS FLEXIBLE ANCHOR W TRGUTAR TIES 0 16" O.C. AND 16" O.C. HORIZONTALLY. ATT H DIRECTLY TO METAL STUDS. 04 20 OO.G MORTAR NET. 04 20 OO.H GROUT CORE SOLID. 04 20 00.1 BRICK HEADER COURSE. 04 20 OO.J STAINLESS STEEL METAL FLASHING. 04 20 OO.K BULLNOSE UNIT, 04 20 001 BOND BEAM MASONRY LINTEL - SEE STRUCTURAL 04 20 OO.M LIMESTONE WINDOW / DOOR HEAD AND SILL 04 20 OO.N FACE BRICK. 04 20 00.0 TERMINATION BAR 04 20 OO.P BRICK SOLDIER COURSE 04 20 00.0 1 1/2 EXTRUDED INSULATION 04 20 OO.R HORIZONTAL REINFORCING. 04 73 ODA MANUFACTURED STONE MASONRY DIVISION 5 - METALS 05 12 ODA STRUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS. 05 12 00.8 STRUCTURAL STEEL GIRT. 05 21 ODA STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS. 05 31 OOA STE� PECKING. REFERENCE STRUC1VRAL DRAWINGS. 05 40 00 B 6'S 6 GA. TEESTEEL L STUDS STUDS 16 16 C., CRESS BBRRAACING�ASGREQ'D EQ'D. 05 40 OO.0 J GA. CUP ANGLE. 05 40 OO.D 6, 16 GA STEEL RUNNER CHANNEL 05 40 OO.E 8 16 GA. STEEL RUNNER CHANNEL 05 40 OO.F CONT. BOX BEAM. 05 40 OO.G BOX BEAM 0 WINDOW. 05 50 OOA VEITDCAL LADDER W 1/2"x2 112" FLAT BAR RAILS 18" APART W/ 3 4 / NON -SUP RUNGS AT'2 0.. AT LEAST 7 CLEAR FROM E �YAL0 ANCHOR WITH 1/2 x2 1�2 L -SHAPED FALT BAR AT 5 -0 O.C. MAXIMUM. 05 50 OO.B PIPE BOLLARD. 6 DIA HEAVY GAUGE STEEL PIPE. 05 50 OO.0 MISCELLANEOUS STEEL REFERENCE STRUCTURAL DRAWINGS. 05 50 OO.D S1EEL ANGLE. REFERENCE STRUCTURAL DRAWINGS. 05 50 00.E 2 TALL. 12 GA. PYRAMIDAL STEEL CAP TO BE SHOT BLAST GALVANIZED; COLOR 0 MATCH GATE 05 50 OO.F 12 L STEEL SLEEVE IN 12' DIA. CONCRETE FOR CANE BOLT. 05 50 OO.G BENT PLATE OR ANGLE - REFER TO STRUCTURAL DRAWINGS. 05 50 OO.H 4,x8 STEEL TUBE - REFER TO STRUCTURAL DRAWINGS. 05 50 00.1 6 DIA, STEEL BOLLARD. � 05 51 ODA STEEL FRAMED STAIR STRING CONC. FlQ METAL PAN TREAD & RISER ANCHORED TO PLATE STRINGER W L BRACKETS AND CONC. FILLED PLATFORM SUPPORTED BY 'L' FRAMING MEMBER ANCHORED TO STTINGERS. 05 51 OO.B 1 1/4 I.D. PIPE RAILING. 05 51 OO.0 STEEL VERTICAL PICKET. DIVISION 6 - WOOD, PLASTICS AND COMPOSITES 06 10 ODA FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER. 06 10 00-B WOOD BLOCKING/NAILER. 06 10 00-C WOOD SHIM. 06 10 OO.D FIRE AND PRESERVATIVE TREATED 1/ , EXTERIOR GRADE PLYWOOD SHEATHING. 06 10 00.E FlgE, AND PRESERVATIVE TREATED 3 4 EXTERIOR GRADE PLYWOOD SHEATHING. 06 10 001 1 2, FIRE TREATED PLYWOOD. 06 16 43A 5/8' GYPSUM BWD SHEATHING. 06 40 OOA PLASTIC LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES. 06 40 OO.B POLISHED METAL ROD AND ROD SUPPORTS. 06 40 OO.0 MELAMINE INTERIOR CASEWORK FINISH 06 40 OO.D PC LAMINATE COUNTER TOP. 06 61 ODA 3/4- THICK SOLID SURFACE WINDOW SILL. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07 13 OO.A MEMBRANE WATERPROOFING. 07 13 00.8 DRAINAGE MAT. 07 13 OO.0 HEAVY FILTER FABRIC. 07 13 26A SELF ADHERING SHEET WATERPROOFING. 07 21 ODA 2 EXTRUDED POLYSTYRENE INSULATION. 07 21 OO.B 6 MIL POLYETHYLENE VAPOR BARRIER. 07 21 OO.0 R-19 UNFACED GLASS FIBER BATT INSULATION. 07 21 OO.D R-10.3 FOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/ ATTACHMENT CUPS. 07 21 00.E IRIt�-P1LINGFCIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/ 07 21 OO.F 3 EXTRUDED POLYSTYRENE INSULATION, 07 21 OO.G R-8 F6CED SEMI-RIGID INSULATION WITH ATTACHMENT CUPS 07 21 OO.H 1 1/2 EXTRUDED POLYSTYRENE INSULATION. 07 24 13A EXTERIOR INSULATION FINISH SYSTEM. 07 24 13.6 STAINLESS STEEL METAL FLASHING 07 27 26A AIR AND VAPOR BARRIER MEMBRANE SYSTEM. 07 42 13A PREFINISHED STANDING SEAM METAL ROOF PANEL 07 42 13.8 MOUNTING CUP 07 42 13.0 AIR INFILTRATION BARRIER. 07 54 23A MECHANICALLY ATTACHED WHITE TPO ROOF MEMBRANE SYSTEM 07 54 23.8 R-19 POLYISOCYANURATE ROOF INSULATION 07 54 23.0 BUILT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE. 07 54 23.D LAP SEALANT. 07 54 23.E TERMINATION BAR. 07 54 23.F COUNTER FLASHING. 07 62 ODA METAL FLASHING. 07 62 OO.B FLASHING WITH STAINLESS STEEL CLAMP RING. 07 62 OO.0 PREMANUFACTURED AND METAL GRAVEL STOP AND ASCONTINUOUSI 07 62 OO.D PREMANUFACTURED AND PREFINISHED METAL COPING WITH PREFABRICATED ANCHOR PLATE. 07 62 00.E STAINLESS STEEL FLASHING. 07 62 OO.F MILL FINISHED METAL DRAIN BAR. 07 62 OO.G PREMANUFACTURED AND PREFINISHED 7"x7" METAL GUTTER. 07 62 OO.H PREMANUFACTURED AND PREFINISHED 6"x6" METAL DOWNSPOUT. 07 72 ODA ROOF HATCH. 07 84 13A PERIMETER FIREISTIVE JOINT SYSTEM. 07 84 46A RATED FIRESAFING FIRESTOP SYSTEM AT JOINT OR PENETRATION. 07 92 ODA SEALANT WITH BACKER ROD. 07 92 OO.B SEALANT JOINT. 07 92 OO.0 WATER CUT OFF MASTIC. DIVISION 8 - DOORS AND WINDOWS 08 11 ODA HOLLOW METAL DOOR FRAME, PAINT - REF. DOOR SCHEDULE. 08 11 OO.B HOLLOW METAL DOOR FRAME, THERMALLY BROKEN, PAINT - REF. DOOR SCHEDULE. 08 11 OO.0 GROUT SOUD BY DOOR INSTALLER. 08 11 OO.D ALUMINUM DRIP EDGE. OB 11 00.E JAMB ANCHOR 08 41 ODA ALUMINUM STOREFRONT. 08 41 OO.B ALUMINUM THRESHOLD. OB 41 OO.0 EXTRUDED ALUMINUM SILL 08 41 OO.D ALUMINUM BREAKMETAI_ FINISHED TO MATCH STOREFRONT. 08 41 OO.E SHIMS BY STOREFRONT SUPPLIER. 08 41 OO.F SILL FLASHING AND WATERDAM TO MATCH STOREFRONT. 08 41 OO.G ALUMINUM ENTRANCE WITH MEDIUM STYLE DOOR. 08 41 OO.H SEALANT BED 08 44 ODA ALUMINUM CURTAINWALL 08 44 00.8 THERMAL LL AN CHN AGGE CONTRACTION. ATTACHMENT MEMBER. ALLOW FOR 08 44 OO.0 EXTRUDED ALUMINUM SILL 08 44 OO.D ALUMINUM BREAKMETAL FINISHED TO MATCH CURTAINWALL 08 44 00.E SHIMS BY CURTAINWALL SUPPLIER. 08 44 00 F SIL FLASHING AND WATERDAM TO MATCH CURTAINWALL 08 44 OO.G 2 I S�ILATED METAL PANEL FINISHED TO MATCH CURTAINWALL. 08 44 OO.H 2 1%4 DEEP VERTICAL SNAP COVER TO MATCH CURTANWALL. 08 44 00.1 1" x 1' ALUMINUM TUBE TO MATCH CURTAINWALL. 08 71 ODA ALUMINUM THRESHOLD 08 71 00.13 SEALANT BED 08 80 ODA 114- CLEAR TEMPERED GLASS. 08 80 00.13 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE. DIVISION 9 - FINISHES 09 21 ODA 5/8' GYPSUM WALL BOARD. 09 21 00.B 3 5/8, x 25 GA. METAL STUDS 0 16. O.C. UNLESS NOTED OTHERWISE. 09 21 00C 2,1/2 x 25 GA. METAL STUDS Q 16' O.C. UNLESS NOTED OTHERWISE. 09 21 OO.D 6 x 25 GA. METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE. 09 21 00.E SOUND ATTENUATION BLANKETS. D9 21 OO.F M;TAL STUD KICKERS AS REQUIRED. 09 21 OO.G J MOLD EDGE TRIM. 09 21 OO.H 18 EXTERIOR GYPSUM SOFFIT BOARD. 09 21 00.1 .5 WIDE CONTINUOUS SOFFIT VENT. Pj W ANODIZED FINISH. 09 21 16A 4" x 25 GA, CH METAL STUDS 0 16 O.C. 09 21 16.13 1' SHAFT LINER PANEL 09 21 16.0 ST�Q RUNNER TRACK 09 21 16.D �4 GYPSUM PANEL 09 21 16.E 3^ THERMARBER SAFB 09 65 ODA RESILIE�NTT WACAL LLL BASEANEL . SYSTEM. 09 91 DOA PAINTED FINISH. DIVISION 10 - SPECIALTIES NOT USED. DIVISION 14 - VERTICAL TRANSPORTATION 14 24 ODA HYDRAULIC PASSENGER ELEVATOR. 14 24 OO.B ELEVATOR SILL 14 24 OO.0 ELEVATOR DOOR AND FRAME. 14 24 OO.D DRY SAND. 14 24 00.E STEEL CASING. 14 24 OO.F SCHEDULE 40 PVC SLEEVE. 14 24 OO.G UNIONGUARD FLUID OR APPROVED EQUAL 14 24 OO.H HYDRAUUC PLUNGER. 14 24 00.1 PLUNGER SUPPORT CHANNEL DIVISION 31 - EARTHWORK 31 20 ODA FINISH GRADE. 31 20 00.6 DRAINAGE FILL 31 20 OO.0 COMPACTED EARTH. DMSION 32 - EXTERIOR IMPROVEMENTS 32 13 13A CONCRETE SIDEWALK. DIVISION 33 - UTILITIES 33 46 ODA DRAINAGE TILE Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, ;he dimensions of the building, the major architectural elements and the type of structural, mechanical and electrica� systems. The drawings da not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish alp. items required for the proper execution and completion of the wore. Revisions: Issue Date Ln o� 07/06/12 DCH JBA JER z .o Z V`) W M ~ O Mo.o >z W F+ V zC8 11. � Mill C cc 04 U; V. 1. InIL: 0rl: U U 0 H a a � O C UU ry x 00d � � N V 0 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, ;he dimensions of the building, the major architectural elements and the type of structural, mechanical and electrica� systems. The drawings da not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish alp. items required for the proper execution and completion of the wore. Revisions: Issue Date Ln Checked By 07/06/12 DCH JBA JER C Mill C cc 0 InIL: O C ry � � V r � Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, ;he dimensions of the building, the major architectural elements and the type of structural, mechanical and electrica� systems. The drawings da not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish alp. items required for the proper execution and completion of the wore. Revisions: Issue Date Drawn By Checked By 07/06/12 DCH JBA JER Certified By: aunoluur�i y No. AR00910036. STATE OF VA,�' O� '''''�i�i L' H I t ``� Drawing Number: L=A501 Project Number: 11140