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DRAWING-ISSUANCE LEGEND:
PROGRESS (UNIT INFO. REQS. MET)
COMPLETE (INDIV. DRAWING REQS. MET)
RECAP (SET DRAWING REQS. MET)
NO CHANGES (AS PREVIOUSLY ISSUED)
SHT. TITLE (ORDER FOLLOWS U.S. NATL. CAD STD.)
G001 CS1/ LIST OF SHEETS/ REQUIRED
A001 3D/ DESIGN MASS MODEL "[SW]"
A002 3D/ DESIGN MASS MODEL "[NE]"
A003 PLAN/ DESIGN MASS MODEL (NOT USED FOR CS1)
A012 3D/ CONSTR. SEQ./ FOUNDATION
A013 3D/ CONSTR. SEQ./ STRUCTURE HORIZ. & VERT.
A014 3D/ CONSTR. SEQ./ WALLS SUBSTRATE & INTERIOR
A015 3D/ CONSTR. SEQ./ VERT. COORD. & STAIRS
A016 3D/ CONSTR. SEQ./ EXTERIOR ENCLOSURE "[SW]"
A017 3D/ CONSTR. SEQ./ EXTERIOR ENCLOSURE "[NE]"
A018 3D/ CONSTR. SEQ./ INTERIOR SPACE
S100 FOUNDATION PLAN/ LEVEL L0/ OVERALL
S110 FRAMING PLAN/ LEVEL L1/ OVERALL
S120 FRAMING PLAN/ LEVEL L2/ OVERALL
S130 FRAMING PLAN/ LEVEL L3 (ROOF)/ OVERALL
A110 FLOOR PLAN/ LEVEL L1/ OVERALL
A1[xx] FLOOR OR SECTOR PLAN/ LEVEL L[X]* [REF. BLDG. INFO.]
A130 ROOF PLAN/ LEVEL L3/ OVERALL
1[11] FLOOR FINISH PLAN/ LEVEL L[1]/ SECTOR S[1]*
2[11] REFLECTED CEILING PLAN/ LEVEL L[1]/ SECTOR S[1]*
401 INTERIOR ELEVATION/ [SPACE & DIRECTION]*
A201 EXT. ELEVATION 1/ PRIMARY/OVERALL*
A202 EXT. ELEVATION 2/ ADJACENT/ENLARGED*
A301a BLDG. SECTION 1a/ EXCAVATION & FOUNDATION
A301b BLDG. SECTION 1b/ STRUCTURE HORIZ. & VERT.**
A301c BLDG. SECTION 1c/ WALLS SUBSTRATE & INTERIOR**
A301d BLDG. SECTION 1d/ EXT. ENCLOSURE & INT. CONSTR**
A351 WALL SECTION 1/ TYPICAL WALL*
A401 STAIR PLANS
A451 STAIR SECTIONS
A481 STAIR ENCLOSURE DETAILS (NOT USED FOR CS1)
A501 PLAN DETAIL/ L0 FOUND. WALL AT CORNER COLUMN
A502 PLAN DETAIL/ L[1] EXT. WALL AT CORNER COLUMN *
A551 SECTION DETAIL/ L0 FOUND. WALL AT FTG. & AT GRADE
A552 SECTION DETAIL/ AT INTERMED. LEVEL
A553 SECTION DETAIL/ AT OPENING
A554 SECTION DETAIL/ AT ROOF
A600 SCHEDULES (DOORS, ETC.) (NOT USED FOR CS1)
A700 USER-DEFINED (TYP. DETAILS) (NOT USED FOR CS1)
A800 USER-DEFINED (NOT USED FOR CS1)
A902-7 3D/ CONSTR. VISUALIZATION/ RTR IMAGE-CAPTURES
AREA HAS RAISED LANDSCAPE OPEN SKY COURTYARD IN THE CENTER
THERE IS NO BASEMENT IN THE FRONT HALF OF BUILDING. BOTTOM OF FTGS. TO BE 48" BELOW GRADE STOREFRONT CANOPY AT THE FRONT ENTRANCE
MODEL/VIEW DEVLPMT. LEGND. 1 c/01/ 3D Ext./ "SE" Abv./ Design Mass Model/ (A001 x256)
AREA TO COORD.; AREA/ITEM REVISED (RED,
CANOPIES ARE CANTILEVERED
LANDSCAPED COURTYARDS
WING WALL IS USED TO HIDE EXTERIOR MECHANICAL EQUIPMENT
THERE IS A BASEMENT ON REAR END OF STRUCTURE. BOTTOM OF STRIP FTGS. 13'-6" BELOW GRADE
WING
RETAINING WALL FOR EXCAVATION
RETENTION WALL FOR EXCAVATION.
DEPTH TO BE NOT LESS THAN TWICE EXCAVATION DEPTH. DO NOT REMOVE.
COORD. SLAB
DEPRESSED 2" TO ALLOW FOR FINISH FLOOR, & HELD BACK 4" TO ALLOW FOR STRUCT. BEARING
SLAB ON GRADE AT L1 ISOLATED COLUMNS
TO SIT BELOW SLAB ON GRADE (TYP.)
PARTIALLY UNEXCAVATED AREA WITH COMPACTED
FILL UP TO SLAB ON GRADE
STRIP FTG. BELOW WALL (TYP.)
COLUMN FTG BELOW
COL. (TYP.) TO EXTEND 1' BELOW
STRIP FTG.
LINE OF EXCAVATION CUT CONFIGURATION & DEPTHS OF EXCAVATION IS DETERMINED BY VARYING DEPTHS OF FOOTINGS
WATERPROOFING & DRAINAGE MAT AT L0 BASEMENT PERIMETER
FOUNDATION WALL (TYP.)
STRIP FTG. BELOW WALL (TYP.)
EDGE OF ROAD
FOUNDATION DRAIN AT L0 BASEMENT PERIMETER
ENGAGED COLUMN (TYP.)
SLEEVE TO BE PROVIDED WHERE FOUNDATION
DRAIN PIPE PENETRATES WALL
COLUMN FTG. BELOW COL. (TYP.)
MODEL/VIEW DEVLPMT. LEGND. 1 c/12/ 3D Ext./ "SE" Abv./ Foundation/ (A012 x256)
LINE OF "PLACEHOLDER" OBJECT (TO BE DEVELOPED).
AREA TO COORD.; AREA/ITEM REVISED (RED, THEN BLACK).
COLUMN HELD BELOW BEAM AT
STRUCTURAL WING FOR STABILITY
FRAMED OPENING IN FLOOR FOR ELEVATOR (ELEVATOR TO BE DEVELOPED)
LATERAL BRACING: SHEAR DIAPHRAGM IN BAY OF STR.
FRAME; INTEGRATE WITH SPECIFIC WALL CONSTRUCTION TYPE
W 10X49 COLS. (TYP.)
HSS STL. GIRT FOR EXT. WALL SUPPORT
MTL. ROOF DECKING ON MTL. JOISTS ON MTL. BMS. (TYP.)
DIFFERENT LAYERS OF BEAMS AND FRAMING STACKED WHERE DIFFERENT SYSTEMS
INTERSECT; REFER TO GENERAL NOTES FOR INTENT
12XS PIPE COLS. AT FRONT ENTRY
HSS 8X8 COLS. (TYP.)
c/13/ 3D Ext./ "SE" Abv./ Structure Horiz. & Vert./ (A013 x256)
FRAMED OPENING IN FLOOR FOR ELEV. (ELEV. TO BE DEVELOPED LATER)
8" x 6" x 1/2" HSS GIRTS FOR LATERAL BRACING (TYP.)
CONC. FOUNDATION WALL WITH ENGAGED COLS. (TYP.)
3" CONC. ON 2" CORRUGATED MTL. DECKING
WIDE FLANGE W 21X62 BEAMS DISCONTINUOUS BETW. WIDE FLANGE AND HSS COLS. (TYP.)
CANTILEVERED CORRUGATED MTL. DECKING BLADE CANOPY (TYP.)
HSS STL. 8" x 8" x 1/2" COLS. CONTINUOUS TO ROOF DECK (TYP.); REFER TO SHEETS S120 AND S121 FOR EXCEPTIONS
CANTILEVERED BEAM AT CORNER
CORRUGATED MTL. DECKING CANOPY AT ENTRANCE
BELOW BEAM AT STRUCTURAL WING TO PROVIDE STABILITY
VERTICAL ELEV. SHAFT HELD 2' BELOW DECK TO ALLOW FOR JOIST HEIGHT
LATERAL BRACING: SHEAR DIAPHRAGM IN BAY OF STR.
FRAME; INTEGRATE WITH SPECIFIC WALL CONSTRUCTION TYPE
HSS STL. GIRT FOR EXT. WALL SUPPORT
6" METAL STUD SUBSTRATE WALL ABOVE GIRT TO TOP OF PARAPET (TYP.)
2" RIGID INSUL. CONTINUOUS ACCROSS SUBSTRATE (TYP.)
8" CMU SUBSTRATE WALL UP TO UNDERSIDE OF STRUCT. GIRT (TYP.)
MTL. ROOF DECKING ON MTL. JOISTS ON MTL. BMS. (TYP.)
3' OPENING ABOVE GIRT AT VESTIBULE ENTRY
DIFFERENT LAYERS OF BEAMS AND FRAMING STACKED WHERE DIFFERENT SYSTEMS INTERSECT; REFER TO GENERAL NOTES FOR INTENT W 10X49 COLS. (TYP.) COLUMN
MTL. STUD SUBSTRATE HELD BACK FROM STRUCTURE TO ALLOW FOR FUTURE GLAZING
CMU KNEE WALL AT FRONT OF BUILDING TO SUPPORT STOREFRONT GLAZING
RAILINGS SHOWN FOR GEN'L CONCEPT-SCOPE & CONFIGURATION, NOT TRIMMED TO SHOW PICTORIAL OVERLAP
8" CMU SUBSTRATE WALL AT WING WALL & AT MIRRORED SIDE
METAL ROOF EDGE AND FASCIA AT METAL ROOFING
4" CMU SUBSTRATE WALL AT WING EXTENSIONS
METAL ROOFING
SYS. ON ROOFING INSUL. SYS. (AT INT. AREAS ONLY)
REFER TO STRUC. DWGS. FOR STRUC. SIZES AND TYPES (TYP.)
FRAMED WINDOW OPENING (TYP.) METAL FURRING BELOW/AROUND WINDOW OPENING (TYP.)
8" CMU SUBSTRATE WALL UP TO UNDERSIDE OF STRUCTURE ABOVE
2" CONTINUOUS INSULATION ALONG EXTERIOR WALLS
2" EXTRUDED ALUM. COPING ON TOP OF ASHLAR FACADE
2" MTL. PNLS. ABOVE COURTYARD CURTAINWALLS
1. REFER TO MATLS. NARR. FOR ADDNL. INFO. ON TYP. CONDITIONS.
2. REFER TO DETAILS & OTHER DWGS. FOR MATL'S NOT NOTED.
3. WD. CALD. SYS.: 1 1/2" THK. HORIZ. WD. BATTENS (2" O.C. WITH 1/2" HORIZ. GAPS)
4. MTL. PNL. CLAD. SYS.: 1" MTL. PNL. OPEN-JT. SYS.
5. FLASH. SYS.: SHT. MTL. FLASHING WITH DRIP, OVER SUBSTRATE AS NOTED.
6. WD. WINDOW & DOOR SYS.: CLAD WD. FRAME, FIXED & OPERABLE SASH & DOORS, INSUL. GLASS.
7. ALUM. WINDOW & DOOR SYS: PRE-FIN. ALUM. SUBFRAMES, OPERABLE SASH & DOORS, INSUL. GLASS.
8. ALUM. CURTAINWALL SYSTEM: PRE-FIN. ALUM. FRAMING, INSUL. GLASS.
CONC. FND. WALL AND FTG. ASSY. BELOW (TYP.)
LINE OF STEPPED FTGS. 2H : 1V (TYP. )
9. EAVE. ASS'Y.: IX TRIM BD. FASCIA PTD., 1/2" SOFFIT PANELS PTD.
10. MEMB. ROOFING SYS.: FULLY ADHERED MEMBRANE ROOFING.
11. MTL. ROOFING SYS.: 3" DP. GLAV. CORRUG. MTL. PANELS, W. END & SIDE CLOSURES.
12. ROOFING TERMINATION SYS.: SHT. MTL. COUNTERFLASHING & EDGE TRIM.
BRICK VENEER KNEE WALL BELOW
STOREFRONT CURTAIN WALL
13. ROOFING DRAINAGE SYS.: PRE-FIN. ALUM. GUTTER WITH BRACKETS (24" O.C.)
METAL ROOF EDGE AND FASCIA AT METAL ROOFING
8" CMU SUBSTRATE WALL AT WING WALL & AT MIRRORED SIDE
FLOOR ASSEMBLYREFER TO STRUCTURAL DRAWINGS (TYP.)
REFER TO STRUC. DWGS. FOR STRUC. SIZES AND TYPES (TYP.)
METAL FURRING BELOW/AROUND WINDOW OPENING (TYP.)
FRAMED WINDOW OPENING (TYP.)
2" CONTINUOUS INSULATION ALONG EXTERIOR WALLS
2" SMALL ASHLAR STONE VENEER AT FRONT FACADE
BLADE CANOPY W/ BUILT UP CUSTOM CORNICE AT FRONT ENTRANCE
1. REFER TO MATLS. NARR. FOR ADDNL. INFO. ON TYP. CONDITIONS.
2. REFER TO DETAILS & OTHER DWGS. FOR MATL'S NOT NOTED.
3. WD. CALD. SYS.: 1 1/2" THK. HORIZ. WD. BATTENS (2" O.C. WITH 1/2" HORIZ. GAPS)
4. MTL. PNL. CLAD. SYS.: 1" MTL. PNL. OPEN-JT. SYS.
CORNICE AT PARAPET. SEE AXON FOR LOCATIONS
WD. SLAT CLADDING ON 6" MTL STUD
5. FLASH. SYS.: SHT. MTL. FLASHING WITH DRIP, OVER SUBSTRATE AS NOTED.
6. WD. WINDOW & DOOR SYS.: CLAD WD. FRAME, FIXED & OPERABLE SASH & DOORS, INSUL. GLASS.
7. ALUM. WINDOW & DOOR SYS: PRE-FIN. ALUM. SUBFRAMES, OPERABLE SASH & DOORS, INSUL. GLASS.
8. ALUM. CURTAINWALL SYSTEM: PRE-FIN. ALUM. FRAMING, INSUL. GLASS.
9. EAVE. ASS'Y.: IX TRIM BD. FASCIA PTD., 1/2" SOFFIT PANELS PTD.
10. MEMB. ROOFING SYS.: FULLY ADHERED MEMBRANE ROOFING.
11. MTL. ROOFING SYS.: 3" DP. GLAV. CORRUG. MTL. PANELS, W. END & SIDE CLOSURES.
12. ROOFING TERMINATION SYS.: SHT. MTL. COUNTERFLASHING & EDGE TRIM.
13. ROOFING DRAINAGE SYS.: PRE-FIN. ALUM. GUTTER WITH BRACKETS (24" O.C.)
LINE OF RETAINING WALL
PENDANT LIGHTING FIXTURE
HVAC DUCTS (TYP.)
STRUCTURAL COLUMNS WRAPPED IN GWB WALLS
TALL SHELVING (TYP.)
c/18/ 3D Int./ Cam. to "E"/ Interior Space/ (A018 xNTS) GYPSUM
1
GYPSUM WALL BOARD CEILING (TYP.)
GLAZING SYSTEM ABOVE
WOOD TRIM ABOVE GLAZING SYSTEM
EXTERIOR WOOD SLATS UNDER BLADE CANOPY
GLAZING SYSTEM IN READING ROOM PERIMETER
BUILT-IN SHELVING BELOW GLAZING SYSTEM (NOT SHOWN IN RENDERING)
INTERIOR WOOD FLOORING IN READING ROOM
MODEL/VIEW DEVLPMT. LEGND.
AREA TO COORD.; AREA/ITEM REVISED (RED, THEN BLACK).
LINE OF FOUNDATION DRAIN AT BASEMENT PERIMETER
COLUMN FTG. BELOW COL. (TYP.)
ENGAGED COLUMN (TYP.)
STRIP FTG. BELOW WALL (TYP.)
FOUNDATION WALL (TYP.)
1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
2. GENERAL NOTES ARE TYPICAL (TYP.) UNLESS NOTED OTHERWISE (U.N.O.).
3. FOUNDATION WALLS: REINF.
CONC. 12" THK.
4. STRIP FOOTINGS: REINF.
CONC. 24" W. X 12" D.
5. ENGAGED COLUMNS (PIERS): REINF. CONC. 14" X 14".
6. COLUMN FOOTINGS: REINF.
CONC. 48" X 48" X 24" D.
CONFIGURATION & DEPTH OF EXCAVATION IS DETERMINED BY VARYING DEPTH OF FOOTINGS
LINE OF STEP IN FOOTING (TYP.)
4" THK EARTH RETENTION SYSTEM
LINE OF EXTERIOR WALL FACE
STEPPED FTG. (TYP.)
7. SLAB ON GRADE: 5" REINF. CONC. WITH 8" THICKENED EDGES, ON VAPOR RETARDER, ON 6" MIN. COMPACTED SAND.
8. SLABS TO HAVE CONTRAL JOINTS AS SHOWN, & COMPRESSIBLE FILLER WHERE ABUTTING OTHER STRUCT. ELEMENTS.
9. ROUND DRILLED-PIER FOOTINGS (AS APPLICABLE): REINF. CONC. 12" DIA.
10. RETAINING WALLS (AS APPLICABLE): REINF. CONC. 16" THK., WITH ASYMMETRIC FOOTING, REFER TO STRUCT. DWGS.
11. BOTT. OF FOOTINGS TO BE 42" MIN. BELOW GRADE (LOCAL FROST DEPTH).
12. FROST BLOCK (AS APPLICABLE): MASS CONC. DOWN TO BOTTOM OF FOOTINGS.
PARTIALLY UNEXCAVATED AREA, WITH COMPACTED FILL UP TO SLAB ON GRADE
LINE OF EXCAVATION CUT (FOR REFERENCE) PROPERTY LINE (TYP.)
(A301a,b,c,d)
AREA TO COORD.; AREA/ITEM REVISED (RED, THEN BLACK). MODEL/VIEW DEVLPMT. LEGND.
FRAMED OPENING IN FLR. FOR STAIR (STAIR TO BE DEVELOPED)
FRAMED OPENING IN FLR. FOR ELEVATOR (ELEVATOR TO BE DEVELOPED)
SLAB ON GRADE AT L0 BASEMENT
W 16X40 BEAMS (TYP.)
W 21X62 GIRDERS (TYP.)
4" THK EARTH RETENTION SYSTEM
LATERAL BRACING: SHEAR DIAPHRAGM
LATERAL BRACING: X-BRACING IN BAY OF STR. FRAME; INTEGRATE WITH SPECIFIC WALL CONSTRUCTION
COORD. SLAB DEPRESSED 2" TO ALLOW FOR FINISH FLOOR, & HELD BACK 4" TO ALLOW FOR STRUCT. BEARING
HSS 8X8 COLS. (TYP.)
LINE OF EXT. GLAZING & WALL CLADDING TO BE DEVELOPED (TYP.)
SLAB ON GRADE AT L1, WITH THICKENED EDGES
LINE OF EXTERIOR WALL FACE
PARTIALLY UNEXCAVATED AREA, WITH COMPACTED FILL UP TO SLAB ON GRADE
W 10X49 COLS. (TYP.)
LINE OF GARDEN TERRACE (TO BE DEVELOPED)
PROPERTY LINE (TYP.)
c/01/ Str. Plan L1/ Overall/ L1 Flr. Framing (S110 x240)
1. REFER TO SHT. S100 FOR CONCRETE & FOUNDATION
GENERAL NOTES.
2. REFER TO MATERIAL NARRATIVE FOR ADDITIONAL INFORMATION ON TYP. CONDITIONS.
3. COLUMNS/POSTS: SIZE & WOOD/STEEL/CFMF AS INDICATED. BASE PLATE AT FOUNDATION. CONNECTION TYPES (AT BEAMS/HEADERS) AS INDICATED. (TYP.)
4. BEAMS/HEADERS: SIZE & WOOD/STEEL/CFMF AS INDICATED
PRIMARY/SECONDARY/OTHER AS INDICATED. CONNECTION TYPES (AT COLS./POSTS) AS INDICATED. (TYP.)
5. LATERAL BRACING: OF TYPE INDICATED. (TYP.)
6. JOISTS/TRUSSES (FLOOR/ROOF): SIZE & WOOD/STEEL/CFMF AS INDICATED (TYP.)
7. DECKING (FLOOR/ROOF): WOOD/STEEL AS INDICATED, WITH SPAN AS INDICATED. (TYP.)
8. CONC. SLAB: THICKNESS & REINF. AS INDICATED (IF PRESENT). (TYP.)
STRUCTURAL FRAMING LEGEND
PRIMARY, SECONDARY, TERTIARY, QUATRANARY MEMBERS
SPAN DIRECTION OF SURFACES
FRAMING LEGEND (CONTD.)
BEAM DISCONTINUOUS BETWEEN OTHER MEMBER
BEAM CONTINUOUS ACROSS MEMBER BELOW
MODEL/VIEW DEVLPMT. LEGND. 1" = 20'-0" 1
AREA TO COORD.; AREA/ITEM REVISED (RED, THEN BLACK).
FLOOR FIN. SYSTEM TO BE DEVELOPED (TYP.)
LINE OF EXTERIOR WALL CLADDING TO BE DEVELOPED (TYP.)
LATERAL BRACING: SHEAR DIAPHRAGM IN BAY OF STR. FRAME; INTEGRATE WITH SPECIFIC WALL CONSTRUCTION TYPE
LINE OF EXTERIOR GLAZING TO BE DEVELOPED (TYP.)
HSS STL. GIRT FOR EXT. WALL SUPPORT
LINE OF EXTERIOR WALL CLADDING TO BE DEVELOPED (TYP.)
MTL. ROOF DECKING ON MTL. JOISTS ON MTL. BMS. (TYP.)
c/02/ Str. Plan Roofc/ Overall/ Roof Framing (S120 x240)
WIDE FLANGE COLS. CONTINUOUS BETW.
SEDONDARY WIDE
FLANGE BEAMS UP TO BOTTOM OF 2" MTL
DECK AT ROOF (TYP.)
REFER TO GENL. NOTES FOR INTENT
1. REFER TO SHT. cS110 FOR FRAMING GENERAL NOTES.
STRUCTURAL MEMBER SIZES (FOR THIS SHT. ONLY)
BM1: W 21X62
BM2: W 16X40
BM3: 16K6
BM4: HSS 8X6
STRUCTURAL MEMBER LEGEND
HEAVIEST B1 (PRIMARY).
RGB 255 0 255
2ND HEAVIEST B2 (SECONDARY).
RGB 0 128 255
MEMBER LEGEND (CONTD.)
3RD HEAVIEST B3 (TERTIARY).
RBG 128 255 128
MISCELLANEOUS (UNIQUE TO LOCN.).
RGB 255 255 128
STRUCTURAL FRAMING LEGEND
PRIMARY, SECONDARY, TERTIARY, QUATRANARY MEMBERS
SPAN DIRECTION OF SURFACES
FRAMING LEGEND (CONTD.)
BEAM DISCONTINUOUS BETWEEN OTHER MEMBER
BEAM CONTINUOUS ACROSS MEMBER BELOW
MODEL/VIEW DEVLPMT. LEGND. 1" = 20'-0"
AREA TO COORD.; AREA/ITEM REVISED (RED, THEN BLACK).
BAR JOIST-ANGLE WEB 16k6 (TYP.)
LINE OF ROOF ENCLOSURE ABOVE (TO BE DEVELOPED)
LATERAL BRACING: X-BRACING IN BAY OF STR. FRAME; INTERGARTE WITH SPECIFIC WALL CONSTRUCTION
METAL ROOF DECKING ON SLOPED MEMBER
LINE WHERE SLOPED ROOFS MEET
HALLOW STRUC. SECTION COLUMN
HSS 8"x8"x12"(TYP.)
LINE OF EXTERIOR WALL CLADDING TO BE DEVELOPED (TYP.)
HALLOW STRUC. PIPE COLUMN 8" (TYP.)
ROOF OVERHANG (TO BE DEVELOPED)
2 c/04/ Str. Plan Roofc HI/ Sector 1 Hi/ Roof Framing (S121 x120)
1" = 10'-0"
STRUCTURAL MEMBER LEGEND
HEAVIEST / B1 (PRIMARY).
RGB 255 0 255
2ND HEAVIEST / B2 (SECONDARY).
RGB 0 128 255
3RD HEAVIEST / B3 (TERTIARY).
RBG 128 255 128
MISCELLANEOUS (UNIQUE TO LOCN.).
RGB 255 255 128
STRUCTURAL FRAMING LEGEND
PRIMARY, SECONDARY, TERTIARY, QUATRANARY MEMBERS
BEAM DISCONTINUOUS BETWEEN OTHER MEMBERS
SPAN DIRECTION OF SURFACES
BEAM CONTINUOUS
ACROSS MEMBER BELOW
1. REFER TO SHT cS110 FOR FRAMING GENERAL NOTES
STRUCTURAL MEMBER SIZES (FOR THIS SHT. ONLY)
BM1: W 21X62
BM2: W 16X40
BM3: 16K6
HSS 8X8 COLS. (TYP.)
LATERAL BRACING IN BAY OF STR. FRAME; INTEGRATE WITH SPECIFIC WALL CONSTRUCTION
COLS. HELD BELOW BEAM AT CANTILEVER
W 21X62 GIRDERS (TYP.) ROOF FIN. SYSTEM TO BE DEVELOPED (TYP.)
TOP CHORD EXTENSION TO SUPPORT ROOF OVERHANG
MODEL/VIEW DEVLPMT. LEGND.
AREA
EXTERIOR GLAZING TO BE DEVELOPED (TYP.)
METAL-STUD FURRING WALL AT CMU WALL (TYP.)
METAL-STUD PARTITION WALL (TYP.)
8" CMU RATED SEPARATION WALL UP TO UDERSIDE OF GIRT ABOVE STAIR TO BE DEVELOPED (TYP.). (FLOOR OPENING SHOWN) OPENING IN FLOOR FOR ELEVATOR IS ABOVE PLAN CUTPLANE HGT.
8" CMU SUBSTRATE WALL UP TO UNDERSIDE OF STRUCTURE ABOVE
EXTERIOR WALL CLADDING TO BE DEVELOPED (TYP.)
INTERIOR MILLWORK NON-GWB PARTITIONS, AND DOORS TO BE DEVELOPED (TYP.)
STRUCTURAL FRAME-REFER TO STRUCT. DWGS. (TYP.)
1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
2. CMU SUBSTRATE WALLS (EXTERIOR) CMU OF THICKNESS INDICATED WITH HORIZONTAL REINFORCEMENT (JOINTS AT 24" O.C.) AND VERTICAL REINFORCEMENT (REBAR & GROUTED-CORES AT 32" O.C.)(TYP.)
3. CFMF-STUD SUBSTRATE WALLS (EXTERIOR) 6" CFMF STUDS AT 16" ONCENTER, WITH 1/2" EXTERIOR GYPSUM BOARD SHEATHING, AND 5/8 GWB. (TYP.)
4. METAL-STUD PARTITION WALLS (INTERIOR) 3 5/8" METAL SUDS AT 16" O.C., WITH 5/8" GWB. (TYP.)
5. METAL STUD FURRING WALLS (INTERIOR) 2 1/2" METAL STUDS AT 16" O.C., WITH 5/8" GWB. (TYP.)
METAL-STUD PARTITION WALL (TYP.)
METAL-STUD FURRING WALL AT CMU WALL (TYP.)
8" CMU SUBSTRATE WALL UP TO UNDERSIDE OF GIRT. ABOVE
STRUCTURAL FRAME-REFER TO STRUCT. DWGS. (TYP.)
EXTERIOR WALL CLADDING TO BE DEVELOPED (TYP.)
EXTERIOR GLAZING TO BE DEVELOPED (TYP.)
1" = 10'-0" 1
GENERAL NOTES
1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS
c/11/ Plan L1c/ Sctr. S1 "SE"/ (L1 Callout) (A111 x120) LINE
2. CMU SUBSTRATE WALLS (EXTERIOR): CMU OF THICKNESS INDICATED, WITH HORIZONTAL REINFORCEMENT (JOINTS AT 24" O.C.), AND VERTICAL REINFORCEMENT (REBAR & GROUTED-CORES AT 32" O.C.), (TYP.)
3. CFMF-STUD SUBSTRATE WALLS (EXTERIOR): 6" CFMF STUDS AT 16" ON-CENTER, WITH 1/2" EXTERIOR GYPSUM BOARD SHEATHING, AND 5/8" GWB. (TYP.)
4. METAL-STUD PARTITION WALLS (INTERIOR): 3 5/8" METAL STUDS AT 16" ON-CENTER, WITH 5/8" GWB. (TYP.)
5. METAL-STUD FURRING WALLS (INTERIOR): 2 1/2" METAL
STUDSAT 16" ON-CENTER, WITH 5/8" GWB. (TYP.)
MODEL/VIEW DEVLPMT. LEGND.
ROOF DRAINAGE SYSTEM: TAPERED INSUL. TO ROOF
DRAINS & OVERFLOWDRAINS
PRELIM. ALUM. ROOF EDGE (TYP.)
ROOF FRAMING
CANTILEVERED PAST COLUMN LINE (TYP.)
SCUPPERS LOCATED FOR LOWER BLADE CANOPY
2. REFER TO DETAILS & OTHER DWGS. FOR MATL'S NOT NOTED.
3. ROOFING INSUL. SYS.: EXT: 3" BD. INSUL.: INT: 3" SPRAY FOAM INSUL WITH VAPOR BARRIER LAYER (TAPERED INSUL. ADDED WHERE ROOF STR. US NOT PITCHED).
4. ROOFING TERMINATION SYS.: SHT. MTL. COUNTER -FLASHING & EDGE TRIM.
DOWNSPOUT & SCUPPER AT HIGH ROOF TO LOW ROOF
ROOF DRAIN (TYP.)
P.F.R.E. SEE WALL SECTION FOR DETAILS
LINE OF UPPER SLOPED ROOF
DIMS FOR HIGHER ENTRANCE STRUCTURE
2" GRANITE SILL AT TOP OF KNEE WALL (TYP.)
LINEAR CORK FINISH
WD-2 VERTICAL WOOD FLOORING
WD-1 WOOD FLOORING PROPERTY
BUILT IN BOOKSHELVES BELOW GLAZING SYSTEM
INT. FURNITURE (TYP.)
EXPOSED STEEL COL. IN INT.
SLATE FLOOR AT ENTRANCE
WD. BOOK STACKS ON STRUCTURAL GRID
2" GRANITE SILL AT TOP OF KNEE WALL (TYP.)
FINISHED WD. MULLIONS AT CURTAIN WALLS (TYP.)
ST-1 LARGE STONE TILE FLOORING AT ENTRY
GENERAL NOTES
MODEL/VIEW DEVLPMT. LEGND. 1" = 10'-0" 1 c/31/ Plan L1c/ Sctr. S1 "SE"/ Floor Finishes/ (L1 Callout) (I 111 x120)
1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
2. WF-1: WD. FLOORING 1: 8" T&G WD. BDS. TO MATCH WD. FRAMING.
3. WF-2: WD. FLOORING 2: 4" WD. BDS. TO MATCH EXT. WD. DECKING, AT 3/8" SPACING.
4. WF-1 & WF-2 TO RECEIVE SEMI-TRANSPARENT STAIN & CLEAR SEALER.
5. WF-3: WD. DECKING: 4" EXT. WD. DECKING, AT 3/8" SPACING, WITH CLEAR EXT. GRADE SEALER.
6. ST-1: STONE TILE 1: 8" X 8" X 1/2" STONE TILE ON MORTAR SETTING BED.
7. TR-1: TRANSITION 1: 5" X 1 1/4" STONE TO MATCH ST-1.
8. VCT-1: NOT USED.
PENDANT LIGHTS
LINE OF FLR. BELOW (TYP.)
2X2 TROFFER LIGHT (TYP.)
2X2 ACT CEILING GRID
TOP OF CURTAIN WALL TO MATCH PROFILE OF SLOPED CEILING
SLOPED GWB CEILING
1" = 10'-0" 1 c/01/ RCP L1/ S1/ L1 Reading Rm. Ceiling (I 211 x120)
GENERAL NOTES
1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
2. GWB CELING: 5/8" GWB ON WD. JOISTS, PTD.
3. GWB REVEAL: CONT. 1/2" GWB REVEAL AT PERIMETER OF ALL GWB AREAS AT ADJACENT MATERIALS, PTD. BLACK.
4. EXT. WD. FRAMING & DECKING: CLEAR EXT. GRADE SEALER.
5. INT. WD. FRAMING & DECKING: SEMI-TRANSPARENT INT. SATIN
LINE OF ROOF ABOVE
WD. SLAT SOFFIT AT UNDERSIDE OF BLADE CANOPY (TYP.)
WD. FINISH STRIP AT MITERED JOINT
GWB CONTROL JT. (TYP.)
SEE STRUC. FOR JOISTS AND BEAM SIZES
PAINTED GWB CEILING BELOW ROOF STRUCTURE
PENDANT LIGHTS HUNG AT 14' - 0" ABOVE FIN. FLR.
MECHANICAL JET STREAM VENTS
SLATE FLR. AT ENTRANCE
CORK FLR.
GWB WRAPS STRUCTURAL COLUMN
1/8" = 1'-0" 1 c/21/ Int. Space Sctn./ "E-W, to N"/ Int. Elev. Reading Rm./ (I 401 x96)
GENERAL NOTES
1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
2. REFER TO REFLECTED CEILING PLAN & FLOOR FINISHES PLAN FOR MATERIAL NOTES.
SLOPED GWB CEILING
WINDOW FRAMES: FIXED FRAMES: STAINED WOOD
SUSPENDED MTL. STUD WALL AT SLOPED CEILING BLADE CANOPY W/ WD. SOFFIT
2" GRANITE SILL BELOW CURTAIN WALL
BUILT-IN SHELVING BELOW GLAZING SYSTEM
WD. BOOK STACKS ON STRUCT. GRID
DEVLPMT.
ROOF MEMB. TO RUN CONT. OVER TOP OF PARAPET AND BE COVERED WITH EXTRUDED ALUM. COPING (TYP.)
ROOF DRAINS CONCEALED BY PARAPET WALL (TYP.)
WD. SLAT CLADDING ON 6" MTL STUD
CUSTOM BUILT UP CORNICE TO RUN ALONG FRONT FACADE (TYP.)
SEE DETAIL
MASONRY VENEER (TYP.)
LINE OF RETAINING WALL
LINE OF STEPPED FTGS. 2H : 1V (TYP. )
WD. CLADDING AROUND STRUCTURE AT STOREFRONT AND CLERESTORIES
BRICK VENEER KNEE WALL BELOW STOREFRONT CURTAIN WALL
STOREFRONT CURTAIN WALL AT FRONT ENTRANCE W/ PREFINISHED WD. MULLIONS
2" EXTRUDED ALUM. COPING ON TOP OF ASHLAR FACADE
4" ASHLAR STONE VENEER AT FRONT FACADE
CLERESTORY GLAZING SYS. W/ WD MULLIONS AT END OF BUTTERFLY ROOF
MTL. PANELS AROUND CLERESTORY WINDOWS
2" SMALL ASHLAR STONE VENEER AT FRONT FACADE
LINE OF GRADE
CONC. FND. WALL AND FTG. ASSY. BELOW (TYP.)
GENERAL NOTES WD. Door System (TYP.)
MODEL/VIEW DEVLPMT. LEGND. 1" = 20'-0" 1 c/01/ Ext. Elev. "S"/ Street Entry/ Overall/ (A201 x240)
1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
2. REFER TO DETAILS & OTHER DWGS. FOR MATL'S NOT NOTED.
3. WD. CLAD. SYS.: 3 1/2" THK. HORIZ. WD. BATTENS (4" O.C. WITH 1/2" HORIZ. GAPS).
4. MTL. PNL. CLAD. SYS.: 1" MTL. PNL. OPEN-JT. SYS...
5. FLASH SYS.: SHT. MTL. FLASHING WITH DRIP, OVER SUBSTRATE AS NOTED.
6. WD. WINDOW & DOOR SYS.: CLAD WD. FRAME; FIXED & OPERABLE SASH & DOORS; INSUL. GLASS.
7. ALUM. WINDOW & DOOR SYS.: PRE-FIN. ALUM. SUB-FRAMES; OPERABLE SASH & DOORS; INSUL. GLASS.
8. ALUM. CURTAINWALL SYSTEM: PRE-FIN. ALUM. FRAMING; INSUL. GLASS.
9. EAVE ASS'Y: 1X TRIM BD. FASCIA PTD; 1/2" SOFFIT PNLS PTD.
10. MEMB. ROOFING SYS.: FULLY ADHERED MEMBRANE ROOFING.
11. MTL. ROOFING SYS.: 3" DP. GALV. CORRUG. METAL PANELS, W. END & SIDE CLOSURES.
12. ROOFING TERMINATION SYS.: SHT. MTL. COUNTERFLASHING & EDGE TRIM.
13. ROOF DRAINAGE SYS.: PRE-FIN. ALUM. GUTTER WITH BRACKETS (24" O.C.).
AREA TO COORD.; AREA/ITEM
(RED,
FLASH. SYS. OVER (1) BATTEN AT TOP OF WD. CLAD. SYS. (TYP.)
ROOF CANTILEVERED PAST COLS.REFERENCE STRUC. DWGS.
CLERESTORY GLAZING SYS. W/ WD. MULLIONS AT BUTTERFLY ROOF
ROOF FLASHING SYSTEM
WD. STOREFRONT SYSTEM AT FRONT ENTRANCE FINISH GRADE
LINE OF CONC. FOUND. WALL & FOOTINGS (TYP.)
GENERAL NOTES
ROOF MEMB. TO RUN CONT. OVER TOP OF PARAPET AND BE COVERED WITH EXTRUDED ALUM. COPING (TYP.)
ROOF DRAINS CONCEALED BY PARAPET WALL (TYP.)
MEMB. ROOFING SYS. ON ROOFING INSYL SYS. (EXT./INT.)
FND. DRAIN AT BASEMENT PERIMETER (TYP.)
CONC. FTGS. FOR ENGAGED COLS. (TYP.)
MODEL/VIEW DEVLPMT. LEGND. 1" = 10'-0" 1 c/02/ Ext. Elev. "E"/ Reading Rm./ Enlarged/ (A202 x120)
1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
2. REFER TO DETAILS & OTHER DWGS. FOR MATL'S NOT NOTED.
3. WD. CLAD. SYS.: 3 1/2" THK. HORIZ. WD. BATTENS (4" O.C. WITH 1/2" HORIZ. GAPS).
4. MTL. PNL. CLAD. SYS.: 1" MTL. PNL. OPEN-JT. SYS...
5. FLASH SYS.: SHT. MTL. FLASHING WITH DRIP, OVER SUBSTRATE AS NOTED.
6. WD. WINDOW & DOOR SYS.: CLAD WD. FRAME; FIXED & OPERABLE SASH & DOORS; INSUL. GLASS.
7. ALUM. WINDOW & DOOR SYS.: PRE-FIN. ALUM. SUB-FRAMES; OPERABLE SASH & DOORS; INSUL. GLASS.
8. ALUM. CURTAINWALL SYSTEM: PRE-FIN. ALUM. FRAMING; INSUL. GLASS.
9. EAVE ASS'Y: 1X TRIM BD. FASCIA PTD; 1/2" SOFFIT PNLS PTD.
10. MEMB. ROOFING SYS.: FULLY ADHERED MEMBRANE ROOFING.
11. MTL. ROOFING SYS.: 3" DP. GALV. CORRUG. METAL PANELS, W. END & SIDE CLOSURES.
12. ROOFING TERMINATION SYS.: SHT. MTL. COUNTERFLASHING & EDGE TRIM.
13. ROOF DRAINAGE SYS.: PRE-FIN. ALUM. GUTTER WITH BRACKETS (24" O.C.).
LINE OF BDLG. ABOVE (TO BE DEVELOPED)
LINE OF FLOOR STRUCTURE (TO BE DEVELOPED)
LINE OF EXISTING GRADE
LINE OF WALKING SURFACE
ENGAGED COLUMN WITH COLUMN FTG. BELOW COL. (TYP.)
WATERPROOFING & DRAINAGE MAT AT L0 BASEMENT PERIMETER
GENERAL NOTES
SLAB ON GRADE AT L0 BASEMENT, WITH THICKENED EDGES
FOUNDATION WALL WITH STRIP FTG. BELOW WALL (TYP.)
COORD. SLAB DEPRESSED 2" TO ALLOW FOR FINISH FLOOR, & HELD BACK 4" TO ALLOW FOR STRUCT. BEARING
SLAB ON GRADE AT L1, WITH THICKENED EDGES
CONFIGURATION & DEPTH OF EXCAVATION IS DETERMINED BY VARYING DEPTH OF FOOTINGS
PARTIALLY UNEXCAVATED AREA, WITH COMPACTED FILL UP TO SLAB ON GRADE
LINE OF FINISH GRADE BACKFILL ROUGH GRADING
STEPPED FOOTINGS 4'H. & 2'V. (TYP.)
LAYER OF COMPACTED SAND DIRECTLY BELOW SLAB
UNDISTURBED EARTH
CUT
MODEL/VIEW DEVLPMT. LEGND. 1" = 10'-0" 1 c/02/ Bldg. Sctn. 1a "N-S, to E"/ Excavation & Foundation/ (A301a x120)
1. REFER TO PLANS FOR GENERAL NOTES ON MATERIALS & SYSTEMS.
2. REFER TO MATERIAL NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
3. EXCAVATION CUT: SLOPE TO BE 1:1 MAX.
4. FINISH GRADE: SLOPE AWAY FROM BLDG. AT 1:24 MIN.
5. WALKING SURFACE FINISH GRADE: SLOPE TO BE 1:20 MAX.
6. BEFORE PLACING FILL AGAINST FOUNDATION WALLS (COMPACTED FILL AT SLAB ON GRADE, AND BACKFILL AT EXTERIOR), WALLS MUST BE BRACED WITH 1ST FLOOR CONC. SLAB ON STRUCTURE, TO PREVENT WALL MOVEMENT OR CRACKING.
LINE OF ROOFING ASSY. TO BE DEVELOPED (TYP.)
LINE OF EXTERIOR WALL CLADDING TO BE DEVELOPED (TYP.)
GRIT AT 10' 1/2" BOS AT S. BLDG. WALLS (EXECPT READING RM AND COUTYARD)
CONC. FOUNDATION
WALL WITH ENGAGED COLS. TYP.)
FRAMED OPENING IN FLOORS FOR STAIR (STAIR TO BE DEVELOPED)
FLOOR & STRUCTURE BEYOND STAIR OPENING
METAL DECKING RAZOR/ BLADE CANOPY (TPY.)
NOTE: REFER TO SHEET S120 FOR DESIGN DEVELOPMENT SCOPE/ PRICING NOTE FOR METAL DECKING RAZOR CANOPY/ OVERHANGS
GRIT AT 14" 2" AT COURTYARD GLAZING
METAL ROOF DECKING
GRIT AT 10' 1/2" BOS AT N. BLDG. WALLS
GRIT AT 10' 6" AT READING RM
TOPS OF ENGAGED COL. TO HAVE SIDE EMBEDMENTS TO PROVIDE ATTACHMENT FOR STL. BMS.
HSS STL. COLS. BEARING ON FOUNDATION COLS. BELOW (TYP.)
LINE OF EXTERIOR GLAZING TO BE DEVELOPED (TYP.)
FLOOR FIN. SYSTEM TO BE DEVELOPED (TYP.)
WIDE FLANGE BEAM W21"x62" (TYP.)
WIDE FLANGE BEAM W16"x21" (TYP.)
BAR JOIST-ANGLE WEB 16k6 (TYP.)
c/03/ Bldg. Sctn. 1b "N-S, to E"/ Struct. Horiz. & Vert./ (A301b x120)
1" = 10'-0" 1
GENERAL NOTES
1. REFER TO PLANS FOR GENERAL NOTES ON MATERIALS & SYSTEMS.
2. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
LINE OF FOUNDATION
DRAIN AT LO BASEMENT PERIMETER
GENERAL NOTES
SLAB ON GRADE AT LO BASEMENT, WITH THICKENED EDGES
2HR GRADE WALL SURROUNDING STAIRCASE
COMPACTED FILL
ENGAGED COL. W/ COL. FTG. BELOW COL. (TYP.)
FOUNDATION WALL WITH STRIP FTG. BELOW WALL (TYP.)
1" = 10'-0" 1 c/04/ Bldg. Sctn. 1c "N-S, to E"/ Walls
Substrate & Int./ (A301c x120)
1. REFER TO PLANS FOR GENERAL NOTES ON MATERIALS & SYSTEMS.
2. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
3. EXCAVATION CUT: SLOPE TO BE 1:1 MAX.
4. FINISH GRADE: SLOPE AWAY FROM BLDG. AT 1:24 MIN.
5. WALKING SURFACE FINISH GRADE: SLOPE TO BE 1:20 MAX.
6. BEFORE PLACING FILL AGAINST FOUNDATION WALLS (COMPACTED FILL AT SLAB ON GRADE, AND BACKFILL AT EXTERIOR), WALLS MUST BE BRACED WITH 1ST FLOOR
CONC. SLAB ON STRUCTURE, TO PREVENT WALL MOVEMENT OR CRACKING.
SUBSTRATE WALL SURROUNDING UPPER FLOOR
DOOR OPENINGS
STEPPED FTG. 4'H. & 2'V. (TYP.)
SLAB ON GRADE AT L1C
LINE OF EXIST. GRADE. SLOPE GRADE AWAY FROM BLDG.
MODEL/VIEW DEVLPMT. LEGND.
MEMB. ROOFING SYS. ON ROOFIN INSUL. SYS. (EXT./INT.)
ROOF STRUCT. REFER TO STRUCT. DWGS. (TYP.)
ROOF DRAINAGE
2'" MTL. PANELS AT TOP OF COURTYARD CURTAINWALL ASSY.
STAGGERED WD. MULLION PATTERN
HORIZ. WD. SLAT VENEER
SYS. WOOD VENEER AROUND STRUCT.
ROOF MEMB. TO RUN CONT. OVER PARAPET WALL (TYP.)
HIGH ROOF TO DRAIN OFF INTO LOW ROOF DRAINAGE SYS. HORIZ. CUSTOM CORNICE TO RUN ALONG FACE OF FACADE
INT. SURFACES AT STAIR (TO BE DEVELOPED)
CONC. FOUNDATION
WALL (TYP.)
FLOOR FIN. SYSTEM (TO BE DEVELOPED)
10'-0" 1 c/05/ Bldg. Sctn. 1d/ "N-S, to E"/Ext. Enclosure/ (A301d x120)
NOTES 1. ADD NOTES... 2. ADD NOTES... 1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION ON TYPICAL CONDITIONS.
2. REFER TO DETAILS & OTHER DWGS. FOR MATL'S NOT NOTED.
3. WD. CLAD. SYS.: 3 1/2" THK. HORIZ. WD. BATTENS (4" O.C. WITH 1/2" HORIZ. GAPS).
4. MTL. PNL. CLAD. SYS.: 1" MTL. PNL. OPEN-JT. SYS.
EXT. SHEATHING ALIGNS WITH FACE OF CMU TO ALLOW CONT. INSUL.
FLASH SYS. OVER EXPOSED CONC. FOUNDATION (TYP.)
ALUM. CURTAINWALL SYS.
LINE OF STEPPED FOOTING BEYOND
5. FLASH SYS.: SHT. MTL. FLASHING WITH DRIP, OVER SUBSTRATE AS NOTED.
6. WD. WINDOW & DOOR SYS.: CLAD WD. FRAME; FIXED & OPERABLE SASH & DOORS; INSUL. GLASS.
7. ALUM. WINDOW & DOOR SYS.: PRE-FIN. ALUM. SUB-FRAMES; OPERABLE SASH & DOORS; INSUL. GLASS.
8. ALUM. CURTAINWALL SYSTEM: PRE-FIN. ALUM. FRAMING; INSUL. GLASS.
9. MEMB. ROOFING SYS.: FULLY ADHERED MEMB. ROOFING.
COLUMNS ARE SHOWN DASHED (TYP.) FOR CLARITY
WALL CLADDING TO CONCEAL SLAB EDGE
PERIMETER BD.
INSUL. AT SLAB ON GRADE
10. MTL. ROOFING SYS.: 3" DP. GALV. CORRUG. METAL PANELS, W. END & SIDE CLOSURES.
11. ROOF DRAINAGE SYS.: PRE-FIN. ALUM. GUTTER WITH BRACKETS (24" O.C.).
WD. WINDOW SYSTEM (TYP.)
SLAB ON GRADE: REFER TO STRUCT. DWGS. (TYP.)
PRE-MANF. MTL. COPING WITH DRIP EDGE
2. REFER
3. STUD WALL BACKUP SYS." 6" CFMF STUD-FRAMING (16" O.C.) W. EXT. GYP. BD. SHEATHING.
4. MAS. WALL BACKUP SYS.: 8" REINF. CMU WALL.
5. EXT. WALL INSUL. SYS.: 2" BD. INSUL. W/ Z-FURRING (24" O.C., NOT SHOWN.)
6. INT. WALL INSUL. SYS.: 3" SPRAY FOAM INSUL.
7. VAPOR BARRIER SYS. (STUDWALL): VAPOR BARRIER LAYER AT INT. FACE OF FOAM.
8. AIR/WATER BARRIER SYS. (STUDWALL): AIR/WATER PENETRATION BARRIER.
6" MTL. STUD SUBSTRATE TO RUN PAST ROOF ASSY. TO FORM PARAPET WALL (TYP.)
AIR/WATER RETARDER SYS. (STUDWALL)
4" BRICK VENEER OVER EXT. INSUL. SYS. (TYP.)
SEALANT & BACKERROD AT JTS. AT OPENING PERIMETERS (TYP.)
INSUL. SHEATHING TO BE CONT. AT STRUCT. GIRT (TYP.)
FLASHING SYS. AT HEAD OF WINDOW
VAPOR/AIR/WATER RETARDER SYS. (MAS.)
2.5" MTL. STUD FURRING WALL AT INT. OF CMU WALL (TYP.)
8" CMU SUBSTRATE WALL TO UNDERSIDE OF GIRT (TYP.)
9. VAPOR/AIR/WATER BARRIER SYS. (MAS): BITUMINOUS COATING.
10. INSUL. & VAPOR BARRIER SYS. (BSMT.): 2" BD. INSUL. W/ Z-FURRING (24" O.C., NOT SHOWN), W/ SHT. PLASTIC VAPOR BARRIER.
11. WD. CLAD. SYS.: 1 1/2" THK. HORIZ. WD. BATTENS (2" O.C. W. 1/2" HORIZ. GAPS): ON VERT. 1/2" WD. FURRING.
12. MTL. PNL. CLAD. SYS.: 1" MTL. PNL. OPEN-JT. SYS.
13. FLASH. SYS." SHT. MTL. FLASH. W/ DRIP, OVER STUSTRATE AS NOTED.
14. GLAZING SYS.: CLAD WD. FRAME & OPERABLE SASH, WITH 3/4" INSUL. GLAZING, STAINED AT INT.
15. JOINT SYS. & SEALANT SYS: EXT. & INT. SEALANT & BACKER ROD AS NOTED.
16. EAVE ASS'Y.: 2X4 WD. OUTRIGGERS (24" O.C.), 2X SUB FASCIA, IX TRIM BD. FASCIA PTD., 1/2" SOFFIT PANELS PTD., LINEAR SOFFIT VENT.
FIN. GRADE
INSUL. SHEATHING TO BE CONT. TO TOP OF FND. WALL (TYP.)
FLASH. SYS. OVER CONC. FND. STEP (TYP.)
FND. WATERPROOFING ASSY. LINE OF EXIST. GRADE
SEE SHT. A504 FOR DRAINAGE ASSY AT BASEMENT FTG.
17. MEMB. ROOFING SYS.: FULLY ADHERED MEMB. ROOFING (SLOPE 1/4" MIN.)
18. ROOFING INSUL. SYS.: EXT.: 3" BD. INSUL., INT.: 3" SPRAY FOAM INSUL. W/ VAPOR BARRIER LAYER.
19. ROOF DRAINAGE SYS.: PRE-FIN. ALUM. GUTTER WITH BRACKETS (24" O.C.)
DOOR OPENING (TO BE DEVELOPED)
RISERS ALIGNED W/I STAIR FLIGHT, AND BETWEEN STAIR FLIGHTS, MAKES LAYOUT SIMPLER
GUARDRAIL SYSTEM AT FLOOR EDGES AND STAIR EDGES
LINE OF ENCLOSURE UNDER STAIR TO PREVENT USAGE FOR STORAGE
c/51/ Plan L0c/ S4/ Stair/ (L0 Callout) (A401 x48)
VERTICAL
CONTINUITY: REFER TO NOTE BELOW
GUARDRAIL/ HANDRAIL SYSTEM WRAPS IN CONTINOUS "RIBBON" AT STAIR INSIDE STRINGER (TYP.)
VERTICAL CONTINUITY: REFER TO NOTE BELOW
ENDS OF HANDRAILS RETURN TO WALL OR TO GUARDRAIL (TPY.)
GUARDRAIL SYSTEM AT FLOOR EDGES AND STAIR EDGES
MODEL/VIEW DEVLPMT. LEGND. GENERAL NOTES 1/4" = 1'-0"
1.REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION
2.TREAD/ RISER SYSTEM: RISER = 7" MAX. & TREAD = 11" MIN. (EXCEPT AT RES.: RISER = 7.75", & TREAD = 10 MIN.). REFER TO TEXTS FOR PROPORTIONONG OF SPECIFIC TREAD/ RISER ASS'Y.
3. TREAD/ RISER SYSTEM: CLOSED RISER REQ'D (OPEN RISER ARE ALLOWED IF NOT AN ACCESSIBLE MEANS OF EGRESS.)
4. STRINGER "SYSTEM" TYPICALLY 12" STEEL CHANNEL, AT STAIR SIDES, WITH TOP EDGE 4" ABOVE NOSINGS.
5. STAIRWAY/ LANDING WIDTH "SYSTEM": WIDTH = 44' MIN. EXCEPT AT OCC. LOAD <50: WIDTH = 36" MIN.)
6. WHERE REQ'D., CLEAR FLOOR AREAS SHALL BE PROVIDED WITHIN THE STAIR ENCLOSURE, LOCATED TO AVOID INTERFERENCE WITH THE EGRESS PATH. HANDRAILS SHALL BE 4"-0" CLEAR APART FOR PASSAGE OF RESCUE EQUIPMENT.
7. HANDRAIL SYSTEM: 34-38 ABV. NOSINGS, WITH EXTENSIONS BETOND TOP & BOTT. RISERS (EXCEOT AT NON-ACCESS. RES.)
8. GUARDRAIL SYSTEM AT FLOOR EDGES AND STAIR EDGES, 42" IGH TYP. (34" AT RES.)
9. GUARDRAIL SYSTEM: HORIZ./ VERT. RAILINGS AND/OR SHEET MATERIALS AS REQ'D TO PREVENT PASSAGE OF 4" DIA. SPHERE (6" DIA. SPHERE AT STAIR TREAD/ RISER TRIANGLE).
STRINGER RAILING TO EXTEND DOWN TO FLOOR SLAB
BASE STRINGER RAILING WITH HANDRAIL TYP. GUARDRAIL
c/32/ Stair Sctn. 2/ "E-W, to S"/ Short Sctn./ (A451 x48)
1/4" = 1'-0" 2
1. REFER TO MATERIALS NARRATIVE FOR ADDITIONAL INFORMATION.
2. TREAD/RISER SYSTEM: RISER = 7" MAX. & TREAD = 11" MIN. (EXCEPT AT RES.: RISER = 7.75", & TREAD = 10" MIN.). REFER TO TEXTS FOR PROPORTIONING OF SPECIFIC TREAD/RISER ASS'Y.
3. TREAD/RISER SYSTEM: CLOSED RISERS REQ'D (OPEN RISERS ARE ALLOWED IF NOT AN ACCESSIBLE MEANS OF EGRESS).
c/31/ Stair Sctn. 1/ "N-S, to E"/ Long Sctn./ (A451 x48)
1/4" = 1'-0" 1
4. STRINGER "SYSTEM": TYPICALLY 12" STEEL CHANNEL, AT STAIR SIDES, WITH TOP EDGE 4" ABOVE NOSINGS.
5. STAIRWAY/LANDING WIDTH "SYSTEM": WIDTH = 44" MIN. (EXCEPT AT OCC. LOAD <50: WIDTH = 36" MIN.)
6. WHERE REQ'D., CLEAR FLOOR AREAS SHALL BE PROVIDED WITHIN THE STAIR ENCLOSURE, LOCATED TO AVOID INTERFERENCE WITH THE EGRESS PATH. HANDRAILS SHALL BE 4'-0" CLEAR APART FOR PASSAGE OF RESCUE EQUIPMENT.
7. HANDRAIL SYSTEM: 34"-38" ABV. NOSINGS, WITH EXTENSIONS BEYOND TOP & BOTT. RISERS (EXCEPT AT NON-ACCESS RES.)
8. GUARDRAIL SYSTEM AT FLOOR EDGES AND STAIR EDGES, 42" HIGH TYP. (34" AT RES.)
9. GUARDRAIL SYSTEM: HORIZ./VERT. RAILINGS AND/OR SHEET MATERIALS AS REQ'D TO PREVENT PASSAGE OF 4" DIA. SPHERE (6" DIA. SPHERE AT STAIR TREAD/RISER TRIANGLE).
DIMENSIONS NOT AT 6" DUE TO INACCURATE FLOOR HEIGHTS
RAILING ONLY TO EXTEND PAST STAIRS
VOID IN WALL FOR DOOR TO BE DEVELOPED (NOT SHOWN)
COLUMN FTG. CENTERED BELOW COL. (TYP.)
FOUNDATION DRAIN AT BASEMENT PERIMETER
WATERPROOFING & DRAINAGE MAT AT L0 BASEMENT PERIMETER
LINE OF EXTERIOR WALL FACE
LINE OF CONC. COLUMN "WITHIN" WALL
LINE OF STEEL COLUMN ABOVE
COLUMN CENTERED ON COLUMN LINES (TYP.)
COMPRESSIBLE FILLER WHERE SLAB ABUTS OTHER STRUCTURAL ELEMENTS
SLAB ON GRADE AT L0 BASEMENT
CENTERLINE OF DRAIN PIPE
FOUNDATION WALL (TYP.)
STRIP FTG. BELOW WALL (TYP.)
2" RIGID INSULATION, CONTINUOUS OVER ENTIRE SUBSTRATE WALL (TYP.)
EXT. SUBSTRATE
WALL: 8" CMU WALL, REINFORCED HORIZ. & VERT. (TYP. AT L1, U.N.O.)
SUBSTRATE WALL AT LOCATIONS OF LARGE STRUCTURAL MEMBERS: 6" CMU (TYP.)
CONT. AIR & WATER PENETRATION BARRIER (AWPB)
3/4" SPRAY-ON CEMENTITIOUS FIREPROOFING (REFER TO CODE SUMMARY)
STEEL COLUMN (REFER TO STRUCT. DWGS. FOR TYPE & SIZE)
STUD
CONFIGURATIONS TO ALLOW STUD-TO-STUD CONNECTION (TYP.)
STUD
CONFIGURATIONS TO ATTACHMENT OF GWB AT INSIDE CORNERS (TYP.)
LINE OF FOUNDATION
WALL & PIER BELOW (REFER TO STRUCT. DWGS. FOR TYPE & SIZE)
INTERIOR 1-SIDED PARTITION: 2.5" NSMF, 5/8" GWB (TYP. U.N.O.)
AT ATYPCIAL CONDITIONS, HORIZONTAL COURSING TO BE MAINTAINED TO GREATEST EXTENT POSSIBLE (TYP.)
BLOCK SPACING FOR REF. MASON TO VERIFY BEST LAYOUT (TYP.)
CMU WALLS TO BE HORIZONTALLY COURSED AS FULL & HALF BLOCKS (TYP.)
BARRIER (AWPB) (TYP.)
PARTITION: 2.5" NSMF, 5/8" GWB (TYP. U.N.O.)
STEEL COLUMN (REFER TO STRUCT. DWGS. FOR TYPE & SIZE) INTERIOR 1-SIDED
EDGE OF SLAB AT CMU WALL EXTENDED OUT FLUSH WITH FACE OF CMU (TYP.)
BOTTOM TRACK FOR STUDWALL ABOVE (TYP.)
FLOOR FIN. SYSTEM TO BE DEVELOPED (TYP.)
CONC. SLAB (ELEVATED) : 3" CONC. ON 2" CORRUGATED METAL DECK
STEEL BEAM (REFER TO STRUCT. DWGS. FOR TYPE & SIZE)
SLAB ON GRADE AT L0 BASEMENT
COLUMN FTG. CENTERED BELOW COL. (TYP.)
LINE OF EXCAVATION CUT (FOR REFERENCE)
AWPB LAPPED OVER TO OF FLASHING
SHEET MTL. FLASHING WITH DRIP AT BOTT. OF CAVITY
MASONRY VENEER EXTENDED BELOW GROUND TO HIDE CONC. FND. (TYP.)
CONT. AIR & WATER PENETRATION BARRIER (AWPB) (TYP.)
CONT. FND.
DRAINGAGE PIPE AT PERIMETER OF BASEMENT WALL (TYP.) CONT.
DAMPROOFING ABOVE/BELOW GRADE
DRAINAGE MAT & PROTECTION BD. IF NEEDED (NOT SHOWN)
STEEL COLUMN (REFER TO STRUCT. DWGS. FOR TYPE & SIZE)
BOTTOM TRACK FOR STUDWALL ABOVE (TYP.)
GIRT FOR LATERAL SUPPORT OF SUBSTRATE
WALLS (REFER TO STUCT. DWGS. FOR TYPE & SIZE)
TOP TRACK FOR STUDWALL BELOW (TYP.)
TOP OF SUBSTRATE
WALL EDGE HELD DOWN 1" FROM STRUCTURE (TYP.)
SLOPED TOP OF MTL. CORNICE
LAPPED MTL. PANELS FOR CONT. WATER BARRIER
WD. SHIM TO CREATE REQ'D SLOPE OF PLYWOOD
2 LAYERS OF PLYWOOD W/ 2x BLOCKING W/ 1 LAYER PLYWOOD
CONT. INSUL BEHIND BUILT UP CORNICE
6" MTL. TRACK TOP AND BOTTOM W/ SPRAY FOAM INSUL.
AWPB TO RUN CONT. UNDER CUSTOM BUILT UP CORNICE
4" BRICK VENEER WITH 2" AIR GAP
INTERIOR 1-SIDED
PARTITION (BELOW):
EXTENDED UP 4" ABOVE CEILING HEIGHT (TYP. U.N.O.)
STL. COL. (REF. TO STRUCT. DWGS. FOR TYPE & SIZE)
TOP TRACK FOR STUDWALL BELOW (TYP.)
INTERIOR 1-SIDED
PARTITION: 2.5" NSMF, 5/8" GWB (TYP. U.N.O.)
EXT. SUBSTRATE WALL: 1/2" EXT. GYP. SHEATHING, 6" CFMF, 5/8" GWB (TYP. AT L2, U.N.O.)
2" RIGID INSULATION, CONTINUOUS OVER ENTIRE SUBSTRATE
WALL
SUBSTRATE WALL AT GIRTS: FOR "OVERLAPPED
STRUCTURE & ENCLOSURE", CFMF & CMU ARE INTERRUPTED BY STRUCTURE; INFILL WITH 1/2" EXT. GYP. SHEATHING FURRED OVER GIRTS
SUBSTRATE & FINISH WALLS BEYOND AT JAMB OF OPENING
WALL: 6" CMU WALL
REINFORCED VERT. & HORIZ.
2" RIGID INSULATION, CONTINUOUS OVER ENTIRE SUBSTRATE
WALL EXT. SUBSTRATE
Z-FURRING CHANNEL FOR ATTACHMENT OF EXTERIOR WALL SYSTEMS
EXTERIOR CMU VENEER FINISH SYS.
3/4" EXT. PLYWOOD SHEATHING AT INSIDE FACE OF PARAPET, FOR ROOFING ATTACHMENT (TYP.) TOP TRACK FOR STUDWALL BELOW (TYP.)
FULLY ADHERED MEMBRANE ROOFING
TAPERED ROOF INSUL. (SLOPE 1/4" MIN.)
EDGE OF DECK HELD BACK 1/2" FROM INSIDE FACE OF SHEATHING (TYP.)
RIGID BOARD ROOF INSUL. (MIN. THICKNESS AS REQ'D PER ENERGY CODE)
2" CORRUGATED METAL DECK
WEBBED BAR JOISTS (TYP.)
W 21X26 BM. DISCONTINUOUS AT WIDE FLANGE COL.
1" SPRAY-ON CEMENTITIOUS FIREPROOFING (ON TALLER BLDGS.)
STEEL BEAM (REFER TO STRUCT. DWGS. FOR TYPE & SIZE)
FINISH CEILING ASS'Y (TO BE DEVELOPED ) (TYP.)
STEEL COLUMN (REFER TO STRUCT. DWGS. FOR TYPE & SIZE)
WRAP MEMBRANE OVERTOP OF WD. BLOCKING
CONT. 2X WOOD P.T. BLOCKING
PRE-FIN. EXTRUDED ALUM. COPING SYS.
3/4" EXT. PLYWOOD SHEATHING AT INSIDE FACE OF PARAPET, FOR ROOFING ATTCHMENT (TYP.)
WEATHERTIGHT VENTS/ LOUVERS FOR VENTILATION OF UNINSULATED EXT. CAVITY
6" CFMF STUD-FRAMED BACKUP EXTENDED PAST STL. FRAME TO FORM PARAPET WALL
SUBSTRATE WALL AT SLAB EDGE AT ROOF: CFMF RUNS CONTINUOUS PAST SLAB EDGE, FOR PARAPET RIGITIY
FILL ENTIRE STUD CAVITY WITH SPRAY FOAM INSUL. & VAPOR RETARDER LAYER
CONT. AIR & WATER PENETRATION BARRIER (AWPB) (TYP.)
2" RIGID BOARD "CONT. INSUL." AT EXT. CLADDING CAVITY (TYP.)
4" BURNISHED FACE CMU RAINSCREEN CLADDING SYS.
2" HORIZ. MTL. Z-FURRING STIPS AND BRICK TIES TO ALIGN W/ RIGID BOARD INSUL. SEAMS
EXT. SUBSTRATE WALL: 1/2" EXT. GYP. SHEATHING, 6" CFMF, 5/8" GWB (TYP. AT L2, U.N.O.)























