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<br />6TH FL SUBFLOOR
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<br />WALL SECTION ' B'
<br />SCALE: 1/4"-1'-O"
<br />B
<br />WALL SECTION 'A'
<br />SCALE: 1/4"=1'-O"
<br />A
<br />WALL SECTION NOTES
<br />FIRE STOPPING
<br />LEGEND
<br />PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS
<br />ELEVATION
<br />LEGEND
<br />ELEVATION
<br />KEYNOTES
<br />ELEVATION NOTES
<br />UL SERIES LISTING
<br />1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE
<br />1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE
<br />DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL
<br />AND ROORCEILINGS SHALL BE PROTECTED AS REQUIRED IN
<br />EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT
<br />�
<br />1
<br />�
<br />RETAIL STOREFRONT
<br />OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL.
<br />CBC SEC. 714.
<br />WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH AD-51.0
<br />2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O.
<br />REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL
<br />DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL
<br />PENETRATION
<br />DESCRIPTION
<br />CONC
<br />FLOORS
<br />CONC &
<br />MASONRY
<br />WOOD
<br />FRAME
<br />WOOD
<br />FRAME
<br />AD 20
<br />FINISH, TYP, U.N.O.
<br />ElMETAL
<br />GUARDRAIL
<br />3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE.
<br />MEMBERS.
<br />WALLS
<br />WALLS
<br />FLOORS
<br />FOR ADDITIONAL INFORMATION, SEE
<br />EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH •----------------
<br />AD-51.0
<br />11
<br />FLOOR CONTROL /DRAINAGE JOINT
<br />ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS.
<br />HARD TROWELED FINISH &PAINT
<br />IN EXTERIOR CEMENT PLASTER AD-51.0
<br />2.1
<br />GLASS GUARDRAIL
<br />22
<br />4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR OR
<br />24
<br />ROUND BLANK
<br />2. FOR FIRE RATINGS OF WALLS SEE SHEETS AO-11 THRU AO-25.
<br />3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION
<br />TO
<br />OPENING
<br />C-AJ-0000
<br />C-AJ-0000
<br />W-L-0000
<br />� /
<br />SMOOTH FIBER CEMENT SIDING:
<br />0
<br />AD-XX
<br />�3
<br />EPS TRIM BAND OVER EXTERIOR CEMENT
<br />PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP
<br />WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0
<br />5. PROVIDE EXTERIOR WALL OPENING FLASHING PER
<br />AD-51.0
<br />3
<br />RECTANGULAR
<br />DETAILS SEE
<br />AD 28 AD 28
<br />BLANK OPNG
<br />C-AJ-0000
<br />C-AJ-0000
<br />W-L-0000
<br />CONDUCTOR HEAD &OVERFLOW,
<br />3.1
<br />EPS TRIM BAND OVER EXTERIOR CEMENT
<br />PLASTER BROWN COAT- 6" WIDE x 1 112"DEEP
<br />6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A
<br />AD-51.1
<br />4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED
<br />SECTION LEGEND
<br />ADHERED MASONRY VENEER:
<br />COLOR TO MATCH ADJACENT
<br />SURFACE 14 22
<br />4❑
<br />METAL CANOPY
<br />FLUSH SUBSTRATE SURFACE.
<br />7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND
<br />BLANK OPNG
<br />WALL CHASE
<br />F-C-0000
<br />WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC
<br />SECTIONS 704.
<br />AD 28
<br />AD 51.0
<br />AD-61.0 AD-61.0
<br />4" DIAMETER ALUMINUM
<br />5
<br />SIGNAGE
<br />LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS.
<br />SINGLE PIPE
<br />C AJ 0000
<br />C AJ 0000
<br />W L 1000
<br />F C 1000
<br />PENETRATION
<br />� � � � 2-HR FIRE BARRIER
<br />� ■ ■ ■ � 3-HR HORIZONTAL SEPARATION
<br />M
<br />GFRC WAINSCOT:
<br />DOWNSPOUT, COLOR TO MATCH
<br />ADJACENT SURFACE, U.N.O.
<br />E
<br />�7
<br />ART MURAL
<br />TRELLIS
<br />8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND
<br />SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING.
<br />9 SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE
<br />MULTIPLE
<br />PIPE PEN
<br />C-AJ-1000
<br />C-AJ-1000
<br />W-L-1000
<br />F-C-8000
<br />SINGLE PIPE
<br />WALL CHASE
<br />F-C-1000
<br />TYPICAL INSULATION VALUES
<br />FRAMED ASSEMBLIES
<br />EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL
<br />GROUT: CONCAVE PROFILE �
<br />EXHAUST TERMINATION -SEE
<br />MECH. PROVIDE MINIMUM
<br />❑8
<br />FLAT CONCRETE ROOF TILE
<br />ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO
<br />CLOSURE OF FRAMING.
<br />INSULATION LOCATION
<br />VALUE
<br />CMU
<br />° CONCRETE
<br />•
<br />EXPOSED CONCRETE
<br />DISTANCE OF 3' BETWEEN
<br />EXHAUST VENTS AND ANY
<br />OPENINGS INTO THE BUILDING
<br />❑9
<br />ADDRESS SIGN - SEE OCFA NOTES
<br />FOR MORE INFORMATION
<br />10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O.
<br />GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB
<br />CONTRACTOR.
<br />11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3
<br />DRAIN
<br />PER IN FLR
<br />F-A-1000
<br />ROOF / CEILING
<br />R-30
<br />BATH TUB
<br />PER IN FLR
<br />F-B-1000
<br />-
<br />-
<br />F-C-2000
<br />s
<br />EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT
<br />12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH
<br />AD 26
<br />METAL STUD EXTERIOR WALL
<br />R ??
<br />ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING 11
<br />SELECTIONS.
<br />TOILET PEN
<br />F-A-2000
<br />F-C-2000
<br />---------- --
<br />MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ.
<br />AD 51.0
<br />13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR
<br />WOOD STUD EXTERIOR WALL
<br />R-21
<br />IN FLOOR
<br />FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN
<br />REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE
<br />JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR
<br />A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS
<br />AVAILABLE FOR THE BID PRICE.
<br />ROUND DUCT
<br />C-AJ-7000
<br />C-AJ-7000
<br />W-L-7000
<br />F-C-7000
<br />INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED
<br />PENETRATION
<br />SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE
<br />14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O.
<br />07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST
<br />CURRENT ENERGY
<br />NEAREST INSIDE CORNER.
<br />15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND
<br />RECTANGULAR
<br />CALCULATIONS.
<br />DUCT PEN
<br />C-AJ-7000
<br />C-AJ-7000
<br />W-L-7000
<br />F-C-7000
<br />GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS.
<br />Architecture + Planning
<br />17911 Von Karman Ave.
<br />Suite 200
<br />Irvine, CA 92614
<br />ktgy.com
<br />949.851.2133
<br />KTGY Project No: 2017-0934
<br />Project Contact: Debbie Holland
<br />Email: dholland@ktgy.com
<br />Principal: Wil Wong
<br />Project Designer: D. Schoolmeester
<br />Project Director: Debbie Holland
<br />Developer
<br />ED7 OAK
<br />I VIES`IMh1V"1 S
<br />4199 CAMPUS DRIVE
<br />I RVI N E, CA 92612
<br />PHONE NO. (714) 342-2502
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<br />06
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<br />No. Date Description
<br />It is the clients responsibility prior to or during construction to notify the architect in writing
<br />of any perceived errors or omissions in the plans and specifications of which a contractor
<br />thoroughly knowledgeable with the building codes and methods of construction should
<br />reasonably be aware. Written instructions addressing such perceived errors or omissions
<br />shall be received from the architect prior to the client or clients subcontractors proceeding
<br />with the work. The client will be responsible for any defects in construction if these
<br />procedures are not followed.
<br />D ARcyIT
<br />No. C29795
<br />RENEWAL DATE
<br />AUGUST 31, 2023
<br />of CA_\
<br />License Stamp
<br />BUILDING A WALL
<br />SECTIONS
<br />A2-40
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<br />COPYRIGHT (2)
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