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HomeMy WebLinkAbout2006 10 07 54 06 10 07 54 07 54 05 31 05 21 111siMFl 06 10 OO.A Coil 05 40 00.B (DOUBLED UP TO FORM HEADER) - 07 54 23.A 06 10 00.E 05 40 00.B 07 62 OO.D EXTEND 07501.A UP AND OVER PARAPET AND DOWN OUTSIDE FACE 1" MIN. �* TOP OF MASONRY SEE WALL SECTIONS I I I FM Ill 07 92 00.B 07 21 OO.F 04 20 OO.P /TWO BRICK SOLDIER II I /7( TWO 04 20 OO.F 07 27 26.A 06 16 43.A II I 04 20 OO.N 5' 6 3" Y4" PARAPET DETAIL SCALE: 1-1/2" = 1'-0" 07 27 26.A 07 21 OO.F 04 20 OO.F 07 21 OO.0 JOIST BEARING ELEVATION SEE STRUCTURAL 06 16 43A 05 40 OO.B 04 20 OO.N 5" 3" 6 PARAPET DETAIL A410 J SCALE: 1-1/2" = 1'-0" CEILING S (FUTURE) 07 27 2E 06 16 OC 05 40 OC 09 21 OC 05 40 OC (DOUBLED FORM HD 05 40 0( 09 21 0( 07 92 0( 5" 65,f 3•Y4. 351J- 04 20 OO.N 07 21 OO.F 04 20 001 04 20 OO.G 04 20 OO.Q 04 20 OO.D (HEADER BLOCK) 04 20 OO.J 05 50 OO.0 07 92 OO.A 08 41 00.E 08 41 OO.A 08 80 OO.B STOREFRONT HEAD DETA SCALE: 1 1/2" = 1'-0" 09 21 OO.A 05 40 00.E 07 92 OO.B 07 92 OO.A r] -___1 08 41 00.6 08 80 003 08 41 OO.G 08 41 OO.A 08 41 OO.A 08 41 00.E 07 92 OO.A STOREFRONT SCALE: 1 1/2" = 1'-0" 03 30 OO.A STOREFRONT SCALE: 1 1/2" = 1'-0" 07 92 00.E 06 40 OO.A 05 40 00.E 05 40 00.E (DOUBLED l FORM HEAD 05 40 00.E 09 21 00.E 06 16 43.A 07 27 26.A KEYNOTES DIVISION 1 - GENERAL REQUIREMENTS 01 10 00 THESE GENERAL NOTES ARF ORGANIZED EASE UPON THE CONSTRUCTION DETAIL07 SPECIFICATIONS INSTITUTES 33 DIVISION FORMAT. THE ORGANIZATION 14 24 OO.D OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WITH 21 13 THE PROJECT MANUAL PREPARED FOR THIS PROJECT. DIVISION 2 - EXISTING CONDITIONS NOT USED. 14 24 OO.G DIVISION 3 - CONCRETE 03 30 ODA CONCRETE SLAB _(ON VAPOR BARRIER). 03 30 OO.B 03 30 OO.0 CONCRETE FOOTING. CONCRETE ELEVATED CONCRETE SLAB. 03 30 OO.D CONTINUOUS GROUT. REFERENCE STRUCTURAL DRAWINGS. 03 30 00.E STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS. 03 30 OOS 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 ODA 8x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT. 04 20 00.13 REINFORCED 8x8x16 CMU BOND BEAM. 04 20 OO.0 1Ox8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT. 04 20 OO.D CALCIUM SILICATE MASONRY UNr> 04 20 00.E CELL VENTS WEEP HOLES 0 16 O.C. 04 20 OOS FLEXIBLE ANCHOR W TRIANGULAR TIES 0 16" O.C. AND 16' O.C. 07 54 23.E HORIZONTALLY. ATTACH 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 MASON 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 OO.Q 1 V2 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 OO.A STEEL JOIST. REFERENCE STRUCTURAL DRAWINGS. 05 31 OO.A STEED PECKING. REFERENCE STRUClVRAL DRAWINGS. 05 40 OO.A 05 40 00.8 3°5/8 16 GA. STEEL STUDS 4 16 O.C. CROSS BRACING AS REQ'D. 6 6 GA STEEL STUDS 0 16 O.C., CR(SSS BRACING AS REQ'D. 1 05 40 OO.0 J GA. CUP ANGLE. 05 40 OO.D 6° 16 GA STEEL RUNNER CHANNEL 05 40 00.E 8 16 GA. STEEL RUNNER CHANNEL 05 40 OO.F CONT. BOX BEAM. L 05 40 OO.G BOX BEAM 0 WINDOW. 05 50 OOAT34 CAL LADDER W 1[2'x2 112' FLAT BAR RAILS 18" APART W/ 0.. 07 84 46 A 0 NON -SUP R NGS AT t2 AT LEAST 7 CLEAR FROM ANCHOR WITH 1/2 x2 1�2' L -SHAPED FALT BAR AT WALL 5'-0 O.C. MAXIMUM. 05 50 OO.B PIPE BOUARD. 6 DIA HEAVY GAUGE STEEL PIPE. 05 50 OO.0 MISCELLANEOUS STEEL REFERENCE STRUCTURAL DRAWINGS. 05 50 OO.D SIEEL ANGLE. REFERENCE STRUCTURAL DRAWINGS. 05 50 00.E 2 TALL, 12 GA PYRAMIDAL STEEL CAP TO BE SHOT BLAST GALVANIZED; DIVISION 8 - DOORS AND WINDOWS COLOR TO MATCH GATE. 05 50 OOS 12 L STEEL SLEEVE IN 12' DIA CONCRETE FOR CANE BOLT. 05 50 OO.G SIE,4 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 W[ CONC. Fl Q METAL PAN TREAD &RISER REF. DOOR SCHEDULE. ANCHORED TO PLATE SIteINGER W L BRACKETS AND CONC. 08 41 OO.H FILLED PLATFORM SUPPORTED BY "L' FRAMING MEMBER ANCHORED OO.0 TO ST.iINGERS. 05 51 OO.B 1 1/4 I.D. PIPE RAILING. 05 51 OO.0 STEEL VERTICAL PICKET. 07 27 26.A DIVISION 6 - WOOD. PLASTICS AND COMPOSITES 06 10 ODA FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER. 06 10 00.13 WOOD BLOCKING/NAILER. 06 10 OO.0 06 10 OO.D WOOD SHIM. FIRE AND PRESERVATIVE TREATED 1/ " EXTERIOR GRADE PLYWOOD SHEATHING. 06 10 00.E Fl AND PRESERVATIVE TREATED 3 4 EXTERIOR GRADE PLYWOOD SHEATHING. 07 21 OO.F 06 10 OO.F 1� FIRE TREATED PLYWOOD. 06 16 43A 06 40 ODA 5 8 EXTERIOR GYPSUM BQARD SHEATHING. C LAMINATE ON 3/4 PARTICLE BOARD, ALL EXPOSED SURFACES. 06 40 00.8 POLISHED METAL ROD AND ROD SUPPORTS. 06 40 OO.0 MELAMINE INTERIOR CASEWORK FINISH 06 40 OO.D PLC LAMINATE COUN"IER TOP. 06 61 ODA 34 THICK SOLID SURFACE WINDOW SILL. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07 13 OO.A MEMBRANE WATERPROOFING. 07 13 00.13 DRAINAGE MAT. 07 13 OO.0 HEAVY FILTER FABRIC. 07 13 26A SPLF ADHERING SHEET WATERPROOFING. 07 21 ODA 2 EXTRUDED POLYSTYRENE INSULATION. 07 21 00.13 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 SEAM -RIGID MINERAL FIBER INSULATION W/ 41 OO.H ATTACHMENT CLIPS. 07 21 00.E R-17.2GFOIL FACED SEMI-RIGID MINERAL FIBER INSULATION W/ ALUMINUM CURTAINWALL 07 21 OO.F 3 EXTRUDED POLYSTYRENE INSULATION. 07 21 00 G R-8 FACED SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS JAMB HYDRAULIC PASSENGER ELEVATOR. 14 24 00.8 ELEVATOR SILL DETAIL07 ELEVATOR DOOR AND FRAME. 14 24 OO.D DRY SAND. 21 13 MO.H 1 V2 EXTRUDED POLYSTYRENE U�DON. FINISHSYSTEM. EXTERISTAINOR 14 24 001 SCHEDULE 40 PVC SLEEVE. 14 24 OO.G UNIONGUARD FLUID OR APPROVED EQUAL 14 24 OO.H HYDRAULIC PLUNGER. 14 24 00.1 PLUNGER SUPPORT CHANNEL 07 24 B STEEL METAL TA ING FINISH GRADE. 07 27 26A AIR AND VAPOR BARRIER MEMBRANE SYSTEM. 31 20 OO.0 07 42 13A PRE9NISHED STANDING SEAM METAL ROOF PANEL ~4 07 42 13.8 MOUNTING CLIP 07 42 13.0 AIR INFILTRATION BARRIER. s~ 07 54 23A MECHANICALLY ATTACHED WHITE TPO ROOF MEMBRANE SYSTEM 07 54 23.6 R-19 POLYISOCYANURATE ROOF INSULATION V 000 07 54 23.0 BUILT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE. p 07 54 23.1) LAP SEALANT. 00 0 07 54 23.E TERMINATION BAR. O 07 54 23.F COUNTER FLASHING. xMa LM 07 62 ODA METAL FLASHING. � 07 62 00.13 FLASHING WITH STAINLESS STEEL CLAMP RING. 08 41 OO.A 07 62 OO.0 FR�uREDANUHODERMP GRAVEL STOP AND SDOET o FASCIA 07 62 OO.D PREMANUFACTURED AND PREFINISHED METAL COPING WITH OS SO OO.A 07 62 00.E PREFABRICATED ANCHOR PLATE. STAINLESS STEEL FLASHING. 07 62 OOS MILL FINISHED METAL DRAIN BAR. 07 62 OO.G PREMANUFACTURED AND PREFlNISHED 7"x7' METAL GUTTER. AND PREFlNISHED 6"x6' METAL DOWNSPOUT. = 07 72 ODA R00� HATCH. 07 84 13A PERIMETER FIRE RESISTIVE JOINT SYSTEM. 08 41 OO.G 07 84 46 A RATED ANT R� NG FIBACKRESTO SYSTEM AT JOINT OR PENETRATION. 07 92 OO.B SEALANT JOINT. 07 92 OO.0 WATER CUT OFF MASTIC. DIVISION 8 - DOORS AND WINDOWS OS 41 OO.B 08 11 ODA HOLLOW METAL DOOR FRAME, PAINT - REF. DOOR SCHEDULE. OB 11 00.8 HOLLOW METAL DOOR FRAME, THERMALLY BROKEN, PAINT - REF. DOOR SCHEDULE. 08 41 OO.H 08 11 OO.0 GROUT SOLID BY DOOR INSTALLER. 08 11 003 ALUMINUM DRIP EDGE. 08 11 00.E JAMB ANCHOR 08 41 ODA ALUMINUM STOREFRONT. 08 41 00.8 ALUMINUM THRESHOLD. 08 41 OO.0 EXTRUDED ALUMINUM SILL 08 41 OO.D ALUMINUM BREAKMETAL FINISHED TO MATCH STOREFRONT. 08 41 00.E SHIMS BY STOREFRONT SUPPLIER. 08 41 OOS SILL FLASHING AND WATERDAM TO MATCH STOREFRONT. 08 41 OO.G ALUMINUM ENTRANCE WITH MEDIUM SME DOOR. 08 41 OO.H SEALANT BED 08 44 ODA ALUMINUM CURTAINWALL 08 44 00.8 CURTAINWALL ANCHORAGE AND ATTACHMENT MEMBER. ALLOW FOR THERMAL EXPANSION AND CONTRACTION, SILL DETAIL 0088 � 00.E HMS ALUMINUM BUDED RA NWS FINISHED TO MATCH CURTAINWALL Mr S FLASHING AND WATEMAU TO MATCH CURTAINWALL 80 OO.B 41 OO.A 41 00.E 41 OO.F 92 OO.A 92 OO.A 20 00.D LL BLOCK) 20 OO.N 21 00.F 20 OO.F 0088 44 OO.G 2U INSPLATED METAL PANEL FINISHED TO MATCH CURTAINWALL. 08 44 OO.H 2" 1/4 DEEP VERTICAL SNAP COVER TO MATCH CURTAINWALL. 08 44 00.1 1 x 1' ALUMINUM TUBE TO MATCH CURTAINWALL. 08 71 ODA ALUMINUM THRESHOLD 08 71 00.8 SF,4W BED 08 80 ODA 114- CLEAR TEMPERED GLASS. 08 80 00.8 1 INSULATING GLASS - REFERENCE ELEVATIONS FOR TYPE. DIVISION 9 - FINISHES 09 21 ODA 5/8" PYPSUM WALL BOARD. 09 21 00.8 3 5/8" x 25 GA. METAL STUDS 0 16' O.C. UNLESS NOTED OTHERWISE. 09 21 OO.0 2"1/2 x 25 GA. METAL STUDS Q 16' O.C. UNLESS NOTED OTHERWISE 09 21 00.1) 6 x 25 GA. METAL STUDS 0 16 O.C. UNLESS NOTED OTHERWISE. 09 21 00.E SOUND ATTENUATION BLANKETS. 09 21 001 MVV STUD KICKERS AS REQUIRED. 09 21 OO.G J MOLD EDGE TRIM. 09 21 OO.H 518 EXTERIOR GYPSUM SOFFIT BOARD. 09 21 00.1 Y WIDE CONTINUOUS SOFFIT VENT. C, EAR ANODIZED FINISH. 09 21 16A 4" 25 GA. CH METAL STUDS 0 16 09 21 16.8 1' SWIFT LINER PANEL 09 21 16.0 STUQ RUNNER TRACK 09 21 16.D 14 GYPSUM PANEL 09 21 16.E 35 THERMARBER SAFB 09 50 ODA ACOUSTICAL PANEL CEILING SYSTEM. 09 65 ODA RESILIENT WALL BASE. 09 91 ODA PAINTED FINISH. DIVISION 10 - SPECIALTIES NOT USED. DIVISION 14 - VERTICAL TRANSPORTATION 14 24 ODA HYDRAULIC PASSENGER ELEVATOR. 14 24 00.8 ELEVATOR SILL 14 24 OO.0 ELEVATOR DOOR AND FRAME. 14 24 OO.D DRY SAND. 14 24 00.E STEEL CASING. 14 24 001 SCHEDULE 40 PVC SLEEVE. 14 24 OO.G UNIONGUARD FLUID OR APPROVED EQUAL 14 24 OO.H HYDRAULIC PLUNGER. 14 24 00.1 PLUNGER SUPPORT CHANNEL DIVISION 31 - EARTHWORK 31 20 ODA FINISH GRADE. 31 20 00.13 DRAINAGE FILL 31 20 OO.0 COMPACTED EARTH. DIVISION 32 - EXTERIOR IMPROVEMENTS 5" 3" N" STOREFRONT SILL DETAIL SCALE: 1 1/2" = 1'-0" 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, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily Indcate 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 all items required for the proper execution and completion of the work. Revisions: Issue Date 1` o� 07/06/12 DCH N U � U' o ' x c� V U z ~4 C8 s~ � _ O U V 000 p C!1 H x 00 0 W O UU xMa LM � rn , o 00 o Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily Indcate 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 all items required for the proper execution and completion of the work. Revisions: Issue Date 1` Checked By 07/06/12 DCH JER � ' C V O � _ cc im W O O oc a LM � N = r Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily Indcate 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 all items required for the proper execution and completion of the work. Revisions: Issue Date Drawn By Checked By 07/06/12 DCH JER Certified By: #00" 11111110#14 Vv,, dye No. 2 AR00910036 g STATE OF Ilk���''''%;9C Drawing Number: J�OL=A41011 Project Number. 11140