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Home My WebLink About124 A202 H flI nn nn nn ILII III pll IIII Illi 1111 IIII IIII ill it#I III i T 11h L I E I I ! Ijl l I S I 'I I IIII EI I I IIII Lill 1 1111 i jai f i q I 111 Ili 11 I I i III \\` \♦ 111 I i Ilhl ll1P...r,� a �- Ilhi ! I tlr __ -r \ - -==-tel Eli ------- �t c ------- t 111 II#I G 19 III I I lilt ?l#I 1 ; I Illi ,'/ `� Lui I I I I1�1 //i vvv III ! I lilt /,' l J lilt I I? I /,' I'I ? } I IISI ii O\ 1x1 I I 111 ,'/ ff \`\ it III H f /,/ It \\\ I t I fl Itl -H_ - --- --------- U --- --U `o UU UU i I I 0 12'4 I I ~ i I a 4'-O" 8'4 i I I I eo ! 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IIII III 1 ' I 1111 /,'I `\♦ 11 1 I I { lilt III I 1111 /i !1 ♦\ III 'if III 1 � i nil /�/ 1�1 ``� IIIE 1 I III lilt 11141 /i 4 \�. litI111II 3� ill ::T I 4'4 12"' FIBERGLASS/ COMPOSITE COLUMNS LIMESTONE PIER CAPS I f NOTE: SEE DWGS. C 101 & C 102 FOR CONCRETE SIDEWALK/ BRICK PAVER REQUIREMENTS, DIMENSIONS & ALLIGNMENT CONDITIONS OOTING 6' -0"x6' -0"x LINE OF CUPOLA CONSTRUCTION/ '-0" W/ (7) #5 EA. 2 OPENING ABOVE AY TOP & bOTTOM A20i YP. 4 PLACES) SIM. 4" O.D. STORM DRAIN >n\,n, A 1 EXTERIOR LIGHT FIXTURE LOCATIONS A2041 202 SEE ELEVS. FOR JUNCTION BOX nn I HEIGHT Lill IIIE-_---- Lill IIII---- ^^^----------I r•-__ �-- -'I I III I 1InI1II1l1IiI Fl€1Ill1H;a1j1tlt ,II 8QEQb Q 00100010 0 000 0 og a -o- o�ooa �o00R 0 00 a-o�(1 o 00000Q , _ aoo 0 oo00 oo� o bg4q°S3 III 1It(t a� I e i 1 \\ I ! _ 1-r-7 ,rte. 1'4-4 1'4" 1191 lit! I I il3f i 1 1 I II i I 1 1 I Irl I IIII I ! I I I I o0 I i A202 �--_T S o -- 0 1 S Q o a I 1�- __ S no Q 8 , 1 °o III III o 0 IIII illi I p pp acol Q I '� I 0✓ g 1 I I I � �� :4. _4 I IEE t i l , eeo o I I o 000 000 000 0 0 III liltIlli_----------- -- Mi lilt UU Uu 4'-0' 1 OUTSIDE FACE/ OUTSIDE FACE OF BRICK. V.I.F. LINE OF LIMESTONE CORNICE ABOVE ii i ar+l 2 A201 5 A202 Lower Level Ian/ sections A Trellis/ Pavilion 20 1/4" C 1 ' - 0 " N `J LL V it- V •-.. V I .+ . v.. BRICK PAVING/ CONC. SIDEWALK LOCATIONS/ REQUIREMENTS Keynotes Div. 1 - General Requirements 1.1 THESE GENERAL NOTES ARE ORGANIZED BASED UPON THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S 16 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH THE PROJECT MANUAL PREPARED FOR THIS PROJECT. Div. 2 - Site Construction 02300A FINISH GRADE 02300.6 COMPACTED EARTH 02300.0 UNDISTURBED EARTH 02300.1) GRANULAR DRAINAGE FlLL 02750.A CONCRETE SIDEWALK 02782A UNIT PAVERS - CONCRETE (2" X 18" X 18' NOM.) 02782.6 3/4" BITUMINOUS SETTING GEED Div. 3 - Concrete 03300.A CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS 03300.6 CONCRETE FOOTING; REFERENCE STRUCTURAL DRAWINGS 03300.0 CONCRETE FOUNDATION; REFERENCE STRUCTURAL DRAWINGS 03300.D STEEL REINFORCEMENT; REFERENCE STRUCTURAL DRAWINGS Div. 4 - Masonry 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 04060.A GROUT SOLID 04090.A LADDER -TIE HORIZONTAL JOINT REINFORCEMENT 0 16' VERTICALLY 04090.6 FLEXIBLE ANCHOR WITH TRIANGULAR TIE AT 24 O.C. VERTICALLY ON COLUMN AND 36' O.C. HORIZONTALLY ON BEAM 04090.0 VENEER ANCHOR WITH TRIANGULAR TIE AT 16" O.C. VERTICALLY AND 16' O.C. HORIZONTALLY 04090.1) FLEXIBLE SHEET FLASHING WITH WEEPHOLES AT 24' O.C. 04090.E TERMINATION BAR 04210A 4" NOM. FACE BRICK 04210.E 4" NOM. TAPERED 'JACK ARCH' BRICK 04220.A W NOM, CONCRETE MASONRY UNIT 04220.8 10' NOM, CONCRETE MASONRY UNIT 04220.0 12" NOM. CONCRETE MASONRY UNIT 04220.D 6" NOM. CONCRETE MASONRY UNIT 04405.A DIMENSION LIMESTONE 04405.8 STRAP ANCHOR 04405.0 ROD ANCHOR 04405.D EXPANSION ANCHOR 04405.E BITUMINOUS DAMPPROOFING 04405.F S.S. ADJUSTABLE ANGLE 04405.6 S.S. ROD 04405.H SHIM & SETTING BUTTONS 04405.1 DIMENSION STONE - SETTING -BED MORTAR 04405.J DIMENSION STONE - POINTING MORTAR 04405.K DIMENSION STONE - SEALANT JOINT AND BACKER ROD 04405.E DIMENSION STONE - FLASHING W/ WEEP HOLES 0 24" O.C. 04405.M DIMENSION STONE - PAVER (2" X 18" X 18" NOM.) 04405.N DIMENSION STONE - 2 112' THICK LIMESTONE NOSING 04405.0 DIMENSION STONE - LATEX MODIFIED PORTLAND CEMENT SETTING BED MORTAR Div. 5 - Metals 05120.A STRUCTURAL STEEL FRAMING MEMBER; REFERENCE STRUCTURAL DRAWINGS. 05120.6 CONTINUOUS STEEL ANGLE. REFERENCE STRUCTURAL DRAWINGS 05192A PREFABRICATED COLD -FORMED METAL TRUSSES 05300A STEEL ROOF DECKING; REFERENCE STRUCTURAL DRAWINGS. 05400A 6" "C" SHAPED 20 GA. STEEL STUDS 0 16" O.C. WITH HORIZONTAL BRIDGING SPACED AT NOT MORE THAN 4'-6" O.C. 05400.13 'C" SHAPED STEEL STUD BOX LINTEL (SAME SIZE AND GAUGE AS ADJACENT WALL) 05400.0 LIGHT GAUGE STEEL MEMBER; REFERENCE STRUCTURAL DRAWINGS. 05500.A MISC. STEEL (SEE DRAWINGS FOR SIZES) 05500.6 1-1/2' O.D. PIPE RAILING 05500.0 WALL BRACKET WITH CONCEALED ANCHORAGE 05500.D PAINTED STEEL LADDER 05500.E MISC. STEEL CLIP ANGLES AND CONNECTIONS; ATTACH TO TO FRAMING OR TUBE STEEL. Div. 6 - Wood and Plastics 06100.A TREATED WOOD BLOCKING 06100.6 TR TED WOOD SHIM 061OO.0 3/4 TREATED PLYWOOD 06100.1) J8" TREATED PLYWOOD 06200.A FINISH CARPENTRY 06400.A ARCHITECTURAL WOODWORK 06445.A SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE - PAINTED 06445.8 SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE 80- PAINTED 06445.0 r785000 SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE1031 - PAINTED 06445.D SIMULATED WOOD TRIM - WINDOW CASING FYPON PROFILE9800 - PAINTED Div. 7 - Thermal and Moisture Protection 07110.A BITUMINOUS DAMPPROOFING 07210A 1/2' EXTRUDED POLYSTYRENE INSULA11ON 07210.6 6 MIL POLYETHYLENE VAPOR RETARDER 07210.0 R-11 UNFACED GLASS FIBER BATT INSULATION 07210.D R-19 UNFACED GLASS FIBER BATT INSULATION 07210.E COMPRESSIBLE INSULATION - FILL ENTIRE PERIMETER 0721O.F CHICKEN WIRE ON EXTERIOR FACE OF STUD TO HOLD INSULATION IN PLACE 07214.A FOAMED -IN-PLACE INSULATION 07270A AIR INFILTRATION BARRIER - LAP OVER FLEXIBLE SHEET FLASHING, WHERE APPLICABLE; SEAL FLASHING TO SHEATHING; SEAL AIR INFILTRATION BARRIER TO FLASHING. 07311.A ASPHALT SHINGLES 07311.8 ASPHALT UNDERLAYMENT 07311.0 ICE PROTECTION UNDERLAYMENT 07550.A MODIFIED BITUMEN ROOFING SYSTEM - HOT MOPPED 07550.B MODIFIED BITUMEN ROOFING SYSTEM - CANT STRIP 0755O.0 MODIFIED BITUMEN ROOFING SYSTEM - FLASHING 07550.D MODIFIED BITUMEN ROOFING SYSTEM - 1" UNIFORM THICKNESS BOARD ROOF INSULATION 07550.E MODIFIED 87UM N ROOFING SYSTEM -TAPERED ROOF INSULATION BOARD; 1/4" PER FOOT SLOPE; 1 2" MINIMUM THICKNESS 07600A 20 OZ. COPPE COUNTER FLASHING ASSEMBLY 07600.8 COPPER GUTTER 0760O.0 COPPER DOWNSPOUT AND HANGER 076OO,D COPPER SCUPPER 07600.E COPPER FLASHING 07600.E CONCRETE SPLASH BLOCK 0760O.G COPPER CONDUCTOR BOX 0761OA METAL ROOFING -COPPER 07610.8 METAL ROOFING - COPPER -- BUILDING PAPER SLIP SHEET 0761 O.0 METAL ROOFING -- COPPER - ORGANIC FELTS 07610.D -G NOT USED 0761O.H METAL ROOFING - COPPER - 20 OZ. CLEAT 07610.1 METAL ROOFING - COPPER - 20 OZ. MANSARD RIDGE FLASHING 07610.J METAL ROOFING - COPPER - 20 OZ. VERTICAL SEAM CLEAT BEYOND 07610.K METAL ROOFING - COPPER - 20 OZ. COMBINATION MANSARD FASCIA / GRAVEL STOP 07610.E METAL ROOFING - COPPER - SOLDERED SEAM 07840A FIRESTOPPING / FIRE SAFING INSULATION 07900.A SEALANT JOINT WITH BACKER ROD 07900.8 SEALANT Div. 8 - Doors and Windows 0811O.A STEEL DOOR 08111.A STEEL DOOR FRAME 0811 IS DOOR JAMB ANCHORS -THREE (3) PER JAMB 08212,A STILE AND RAIL WOOD DOOR; ALTERNATE MATERIAL: METAL 08212.B WOOD FRAME - JAMB; ALTERNATE MATERIAL: METAL 0831 OA ACCESS DOOR WITH DRYWALL BEAD 08552.A WOOD WINDOWS - EXTERIOR POLYUREA COATING; ALTERNATE MATERIAL METAL 08552.B WOOD BRICK MOULD; ALTERNATE MATERIAL: METAL 08800.A 5/8" CLEAR INSULATING GLASS 08800.E i/4" CLEAR TEMPERED GLASS. 0880O.0 1/4' CLEAR FLOAT GLASS Div. 9 - Finishes 09252.A 5/8' SURFACED EXTERIOR GYPSUM SHEATHING 09260.A 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 09260.17 SOUND ATTENUATION BLANKETS 0926O.G 5/8' GYPSUM SOFFIT BOARD 09260tH 2.1/2' 25 GA. STEEL STUDS AT 16" O.C. 09260.1 6" 5 GA. STEEL STUDS AT 16' O.C. 09260.J 7/8' 25 GA. STEEL FURRING CHANNELS Or 16" O.C. MAX. 09383.A INTERIOR SLATE - STOOLS 09650.A VINYL BASE - SEE FINISH PLAN. 09650.E VINYL TRANSITION STRIP AT FLOOR MATERIAL CHANGES. 09900.A PAINTING AND BACK -PRIMING, WHERE APPLICABLE 09911.A ELECTROSTATIC PAINTING Div. 10 - Specialties 1021O.A LOUVERS - WALL (FINISH TO MATCH COPPER ROOF ELEMENTS) 1029O.A BIRD CONTROL 10340.A 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 FIAT SEAM Div. 11 - Equipment NOT USED Div. 12 - Furnishings 12481.A ENTRANCE MATS - SURFACE MOUNTED Div. 13 - Special Construction NOT USED Div. 14 - Conveying Systems NOT USED Div. 15 - Mechanical 15000.A ROOF DRAIN; REFERENCE PLUMBING DRAWINGS 15000.8 OVERFLOW ROOF DRAIN; REFERENCE PLUMBING DRAWINGS Key Plan I I„_,,,_• SHOWN 1 /A201 L 1/A201 APP. HAND CSO 280 EAST 96TH STREET Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Architecture Eincil Land Plarri L Ing Historic Architecture Landscape Architecture Interior Design Space Planning @Copyright 1998 Scope Drawings these drwkpa kdwte the gmad $owe of Nu M*'v Mrwe d ardiitahed dosgn a wvt the dkNn ian of the *"ng, fm mojar 4"WUM ebm"de and Uw Mw of shocked, nwchwdaal aid deckkal s) Mss. TM *Qv*9 do not neve * Indloah ar chair d .ak I" for iWl prr.•1 awd erd "- do at ft reoairdmads of drCardm& on b* boo of tke 9w" koopa kdl- ca*d a davibed. the trade wntmtta ehd Pom'wh ai bm n:eWred far the proper arwa o wd w nOcU n of W •wh. Project: armel Cent Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: Pavilion/ Trellis Plans/ Elevations Issue Description: Bids & Construction Issue Date: Drawn By: Checked By: 09/17/01 JSW Revisions: Certified By: Drawing Number: 20507 Drawing Number: A201