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Home My WebLink About15I I 1 I E I I I I I I I ------------------..•,...............� -------------- �---- I` 1 I. f k i f I f i I I BOTTOM OF FOOTING ELEV.all - -T-O" L ----------------------------------------------J Keynotes Div. 1- General Reauirements 1.1 THESE GENERAL NOTES ARE ORGANIZED BASED UPON THE CONSTRUCTION SPECIFICATIONS FLAT SEAM COPPER ROOF ON INSTITUTE'S 16 DIVISION FORMAT, THE ORGANIZATION OF THESE GENERAL NOTES INTO 451b SATURATED FELTS OVER DIVISIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT. 3/4" CDX TONGUE AND GROOVE Div. 2 - Site Construction PfYWnnn I I 1 f 1 I t ! ------------------------------- -------- I I I 1 I I L -----------_-.__.._---------------------------- 20 3f4"=1' -0"A204 02300A FINISH GRADE 02300.8 COMPACTED EARTH 02300.0 UNDISTURBED EARTH 02300.1) GRANULAR DRAINAGE FILL COUNTER FLASHING 02750A CONCRETE SIDEWALK 02782.A UNIT PAVERS - CONCRETE2" X 18' X 18' NOM.) PER ROOFING MFG. 02782.E 3/4" BITUMINOUS SETTING BE EPDM FLEXIBLE DIMENSIONAL Div. 3 - Concrete SHEET ROOFING LIMESTONE CORNICE SYSTEM " 1'-12" 4x8x16 CMU 03300A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.8 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS RIGID INSULATION 03300.0 CONCRETE FOUNDATION, REFERENCE STRUCTURAL DRAWINGS 03300.1) STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS 3/4" CDX PLYWOOD Div. 4 - Masonry ^4 04050A HORIZONTAL CONTROL JOINT/ EXISTING RELIEF ANGLE LOCATION 04050.8 VERTICAL CONTROL JOINT 04050.0 STAIN EXISTING BRICK - SEE SPECIFICATION SECTION 09984 �`''�'�- 04050.1) MORTAR NET 2x4 WOOD FRAMING 04060.A GROUT SOLID " 04090A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT ® 16" VERTICALLY {{i `,x 04090.8 FLEXIBLE ANCHOR WITH TRIANGULAR TIE AT 24" O.C. VERTICALLY ON COLUMN AND f li 3/4" CDX PLYWOOD-- - `<<< 36" O.C. HORIZONTALLY ON BEAM 2x12 BLOCKING - 2 04090.0 VENEER ANCHOR WITH TRIANGULAR TIE AT 16" O.C. VERTICALLY AND 16' O.C. x BETWEEN JOISTS HORIZONTALLY I "� 04090.1) FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24" O.C. 04090.E TERMINATION BAR ( SIMPSON A35 04210.A 4' NOM. FACE BRICK 2 - ®� JOIE 2 04210.8 4 NOM. TAPERED JACK ARCH' BRICK T " 1 ° " MASONRY 04220 8 4220A810pNNOM.CONCRETE CONCRETE MASONRYUNIT UNIT t 2x6 PLATE W� 04220.0 12' NOM. CONCRETE MASONRY UNIT n x 04220.1) 6' NOM. CONCRETE MASONRY UNIT 22 , 1/2"� @ 24 04405A DIMENSION LIMESTONE ill 2 04405.6 STRAP ANCHOR I fh O.C. EXP ANCHORS 04405.0 ROD ANCHOR !� 4 4 8 04405.D EXPANSION ANCHOR 6 2 2 N (2) #5 CONT. I I 04405.E BITUMINOUS DAMPPROOFING 04405.E S.S. ADJUSTABLE ANGLE 2 2 . 2 IN BOND BEAM '14 a . kNi04405,G �5 H SHIM & SETTING BUTTONS iii 04405:1 DIMENSION STONE - SETTING -BED MORTAR 04405.) DIMENSION STONE - POINTING MORTAR 04405A DIMENSION STONE - SEALANT JOINT AND BACKER ROD » \ \ ; 04405 L DIMENSION STONE - FLASHING W/ WEEP HOLES 0 24 O.C. 2 \ ! 04405.M DIMENSION STONE - PAVER (2" X 18' X 18' NOW DIMENSIONAL 04405.N DIMENSION STONE - 2 1/2" THICK LIMESTONE NOSING LIMESTONE 04405.0 DIMENSION STONE - LATEX MODIFIED PORTLAND CEMENT SETTING BED MORTAR 10) a 10� 4,11MODULARBRICK Div. 5 - Metals VENEER 05120A STRUCTURAL STEEL FRAMING MEMBER; REFERENCE STRUCTURAL DRAWINGS. - PAINTED WOOD 05120.8 CONTINUOUS STEEL ANGLE. REFERENCE STRUCTURAL DRAWINGS 05192A PREFABRICATED COLD -FORMED METAL TRUSSES MOLDING TO MATCH 05300A STEEL ROOF DECKING; REFERENCE STRUCTURAL DRAWINGS. PROFILE SHOWN 05400A 6" "C" SHAPED 20 GA. STEEL STUDS 0 16" O.C. WITH HORIZONTAL BRIDGING SPACED AT NOT MORE THAN 4'-6' O.C. 05400.8 "C" SHAPED STEEL STUD BOX LINTEL (SAME SIZE AND GAUGE AS ADJACENT WALL) 3/4' O.S.B. 05400.0 LIGHT GAUGE STEEL MEMBER; REFERENCE STRUCTURAL DRAWINGS. 05500.13 1MISC./2. O.D. (SEE PIPE RAILINGS FOR SIZES) 05500.0 WALL BRACKET WITH CONCEALED ANCHORAGE 05500.0 PAINTED STEEL LADDER 05500.E MISC. STEEL CLIP ANGLES AND CONNECTIONS; ATTACH TO TO FRAMING OR TUBE STEEL. Div. 5 - Wood and Plastics 06100.A TREATED WOOD BLOCKING 06100.E TREATED WOOD SHIM 06100.0 3/4" TREATED PLYWOOD D61OO.D 3Y8" TREATED PLYWOOD 06200A FINISH CARPENTRY 06400A ARCHITECTURAL WOODWORK 06445A SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 087500 - PAINTED 06445.8 SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 098840 - PAINTED 06445.0 SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 111031 - PAINTED 06445.0 SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 1009800)- PAINTED Detail Cupola 3 Cornice Detail Div. 7- Thermal and Moisture Protection 1 1/2 1 ' - 0 2 1 1/2" = 1 - 0 0710.A�IEOUUOLSRE2A BITUMINOUS POLYSTYRENE INSULATION 07210.6 6 MIL POLYETHYLENE VAPOR RETARDER 07210.0 R -I1 UNFACED GLASS FIBER BATT INSULATION 0721O.D R-19 UNFACED GLASS FIBER BATT INSULATION 07210.E COMPRESSIBLE INSULATION - FILL ENTIRE PERIMETER 07210.F CHICKEN WIRE ON EXTERIOR FACE OF STUD TO HOLD INSULATION IN PLACE 07214A FOAMED -IN-PLACE INSULATION 07270.A AIR INFILTRATION BARRIER - LAP OVER FLEXIBLE SHEET FLASHING, WHERE APPLICABLE; SEAL FLASHING TO SHEATHING; SEAL AIR INFILTRATION BARRIER TO FLASHING. 07311.A ASPHALT SHINGLES 07311.6 ASPHALT UNDERLAYMENT I 07311.0 ICE PROTECTION UNDERLAYMENT 07550.A MODIFIED BITUMEN ROOFING SYSTEM - HOT MOPPED 07550.E MODIFIED BITUMEN ROOFING SYSTEM - CANT STRIP TRELLIS ALTERNATE 6 07550.0 MODIFIED BITUMEN ROOFING SYSTEM - FLASHING 1 07550.D MODIFIED BITUMEN ROOFING SYSTEM - 1" UNIFORM THICKNESS BOARD CONTRACTOR SHALL SUBMIT ADD OOF INSULATION 07550.E MODIFIED BITUMEN ROOFING SYSTEM - TAPERED ROOF INSULATION BOARD; 1/4" PER ALTERNATE PRICE TO FURNISH FOOT SLOPE- 1/2' MINIMUM THICKNESS & INSTALL 2X2 TRELLIS PICKETS (CEDAR) 07600.A 20 OZ. COPPER COUNTER FLASHING ASSEMBLY 07600.5 COPPER GUTTER 07600.0 COPPER DOWNSPOUT AND HANGER 07600.0 COPPER SCUPPER 07600.E COPPER FLASHING 07600.F CONCRETE SPLASH BLOCK j 07600.G COPPER CONDUCTOR BOX I0761O.A METAL ROOFING - COPPER { I 2'4' 07610.B METAL ROOFING - COPPER - BUILDING PAPER SLIP SHEET 0761 O.0 METAL ROOFING - COPPER - ORGANIC FELTS 07610.D -G NOT USED I 07610.H METAL ROOFING - COPPER - 20 OZ. CLEAT - x 07610.1 METAL ROOFING - COPPER - 20 OZ. MANSARD RIDGE FLASHING I 0761O.J METAL ROOFING - COPPER - 20 OZ. VERTICAL SEAM CLEAT BEYOND i I 2x12 TREATED JOISTS 07610.K METAL ROOFING - COPPER - 20 OZ. COMBINATION MANSARD FASCIA / GRAVEL STOP 07610.E METAL ROOFING - COPPER - SOLDERED SEAM I € t r CUT TO END PROFILE 07840.A FIRESTOPPING / FIRE SAFING INSULATION I 1 SHOWN 079OO.A SEALANT JOINT WITH BACKER ROD I 07900.8 SEALANT Div. 8 - Doors and Windows 08110A STEEL DOOR 08111A STEEL DOOR FRAME 08111.E DOOR JAMB ANCHORS -THREE (3) PER JAMB 08212.A STILE AND RAIL WOOD DOOR; ALTERNATE MATERIAL: METAL 082128 WOOD FRAME - JAMB, ALTERNATE MATERIAL: METAL 08310A ACCESS DOOR WITH DRYWALL BEAD 08552A WOOD WINDOWS - EXTERIOR POLYUREA COATING; ALTERNATE MATERIAL: METAL 08552.B WOOD BRICK MOULD; ALTERNATE MATERIAL: METAL LASS 088 0.8 1%4� CLEAR LEAR TEMPERED GLASS. 08800.0 1/4 CLEAR FLOAT GLASS Div. 9 - Finishes 09252A 5/8" SURFACED EXTERIOR GYPSUM SHEATHING 09260A 5/8" GYPSUM WALLBOARD, USE TYPE 'X' FOR RATED ASSEMBLIES, 09260.8 3 5/8- 25 GA. STEEL STUDS AT 16' O.C. 09260.0 METAL STUD BOX LINTEL (SAME SIZE AND GA. AS ADJACENT WALL) 09260.D METAL "J" MOLD. 09260.E 3/4" FURRING AT 13 1/2' O.C. AND 1 1/2' RUNNER AT 48" O.C. METAL CEILING SUSPENSION SYSTEM 09260.E SOUND ATTENUATION BLANKETS 09260.G 5/8" GYPSUM SOFFIT BOARD 09260.H 21/2' 25 GA. STEEL STUDS AT 16' O.C. 09260.1 6" 5 GA. STEEL STUDS AT 16' O.C. 09260.) 7/8" 25 GA. STEEL FURRING CHANNELS 0 16' O.C. MAX. 09383A INTERIOR SLATE - STOOLS 09650A VINYL BASE - SEE FINISH PLAN. 09650.B VINYL TRANSITION STRIP AT FLOOR MATERIAL CHANGES. 099OOA PAINTING AND BACK -PRIMING, WHERE APPLICABLE 09911A ELECTROSTATIC PAINTING Div. 10 - Specialties 10210A LOUVERS - WALL (FINISH TO MATCH COPPER ROOF ELEMENTS) 10290A BIRD CONTROL 10340A CUPOLA 10340.6 CUPOLA FRAMING - SEE STRUCTURAL DRAWINGS 10340.0 ARCHITECTURAL WOOD TRIM 10340.D CUPOLA WINDOW SYSTEM - EXTERIOR POLYUREA COATING 10340.E CUPOLA ROOFING SYSTEM - COPPER FLAT SEAM Div, 11 - Equipment NOT USED Div. 12 - Furnishings 12481A ENTRANCE MATS - SURFACE MOUNTED Div. 13 - Special Construction NOT USED Div. 14 - Conveying Systems NOT USED Div. 15 - Mechanical 15000A ROOF DRAIN; REFERENCE PLUMBING DRAWINGS 15000.E OVERFLOW ROOF DRAIN; REFERENCE PLUMBING DRAWINGS CSO 280 EAST 96TH STREET Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Architecture Engin Land Planning Historic Architecture Landscape Architecture Interior Design Space planning @Capyfight 1998 Scope Drawings Thee dmV lndrnb Om gaamol ocaps d t h. "JI.A T terns of alCWochaal d"* -wept. dw 6hnmia. of 0* W dng. tb major orchlb*ral 41ernada and the we of alrxImL madankot and okotdw q m[u TM dra*p do net moomffiy indeda or dowft al vft "Red for ha prkNT.Q= aro omrpl- aOan of Bo mqdrww b of the Car*o&t On " W* of *8 Jarrod asap "- cm or 4ear+h+e4 ftrc bade oanboda 511211 famm ON flea m*kad far On proper emotion WW wmplafbo of tM nark Project: armel Cent Reflecting Pond Drawing Title: Pavilion Trellis Sections Issue Description: Bids & Construction issue Date: Drawn By: 0 09/17/fll JSW issue Date: Drawn By: Checked By; 09/17/fll JSW Revisions: Certifi ed By: Drawing Number: 20507 � Pavilion/ Trellis Section Drawing Number: