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V <br />° a <br />AIR SPACE PER PLAN <br />° a <br />AIR SPACE PER PLAN <br />a <br />CONCRETE OR CMU GARAGE WALL PER PLAN <br />a <br />CONCRETE OR CMU GARAGE WALL PER PLAN <br />a <br />CONCRETE OR CMU GARAGE WALL PER PLAN <br />° a <br />1 HOUR RATED INTERIOR WALL PER PLAN <br />2 HOURFIRE BARRIER PER PLAN <br />° 4 ° <br />1 HOUR INTERIOR WALL PER PLAN <br />4 ° Q° <br />BLANKET (1 HOUR FIRE RATED) <br />a <br />FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - <br />@ WAASRIER <br />SHEAR PANEL, WHERE OCCURS <br />@ WALLS: <br />a <br />PART #: LFS 5800-W12 <br />- - - - - - - - - - <br />-------- <br />PART #: LFS 5800-W12 <br />5 <br />-- -- ° <br />METAL SOFFIT FRAMING, HEIGHT PER PLANS, 0/ <br />- - - - - - - - - - <br />-- -- <br />° <br />° ° <br />UL#: WW-D-2014 & WW-D-2015 <br />@CEILINGS: <br />-------- <br />@ CEILINGS: <br />PART # FS 5800-FW12 <br />-- - 4 <br />_ _ �� <br />5/8" TYPE X GYP. BD. <br />-- -- <br />PART # FS 5800-FW12 <br />° <br />UL#: FW-D-2001 <br />- <br />a <br />FIRE BARRIER BLANKET (1-HOUR FIRE RATED) - <br />- - <br />_ _ <br />a <br />a <br />UL#: FW-D-2001 <br />- <br />a <br />- - <br />@ WALLS: <br />_ _ Q <br />PART #: LFS 5800-W 12 <br />° <br />° a ° <br />UL#: WW-D-2014 & WW-D-2015 <br />= <br />_ <br />Q <br />_ <br />_ <br />° <br />@ CEILINGS: <br />PART # FS 5800-FW12 <br />HEADER PER STRUCT. DWGS. <br />_ i _ a <br />UL#: FW-D-2001 <br />- <br />- <br />/ \ <br />\ <br />SEISMIC EXPANSION JOINT COVER BY M.H. <br />NN <br />° a <br />SEISMIC EXPANSION JOINT COVER BY M.H. <br />/ ° a <br />/ ° <br />POWER, MODEL #KH 12 5 . <br />° <br />POWER, MODEL #KH-12-5 . <br />VAPOR BARRIER BY M.H. POWER. <br />INSTALL PER PER SPECS. <br />INSTALL PER PER SPECS. SYSTEM SHALL <br />00,° <br />INSTALL PER PER SPECS. <br />Q <br />INTEGRATE AND AL W/ EXPANSION JOINT AT 3 & <br />4 <br />/ I <br />4 <br />HEADER PER STRUCT. DWGS. <br />ROOF PER DETAILS <br />a <br />Z <br />a <br />SEISMIC EXPANSION JOINT COVER BY M.H. <br />POWER, MODEL #KH-12-5 . <br />INSTALL PER PER SPECS. <br />J-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLE <br />SEALANT AND BACKER ROD <br />, <br />RATED DOOR ASSEMBLY PER PLAN <br />RATED DOOR ASSEMBLY PER PLAN <br />EXPANSION JOINT <br />WALL - PLAN <br />IT <br />DOOR HEAD <br />DOOR HEAD <br />AIR SPACE <br />v <br />PER PLAN <br />a <br />CONCRETE OR CMU GARAGE WALL PER PLAN <br />° <br />CONCRETE OR CMU GARAGE WALL PER PLAN <br />- <br />5/8" TYPE "X" GYP BOARD <br />2 HOURFIRE BARRIER PER PLAN <br />1 HOUR INTERIOR WALL PER PLAN <br />a <br />EXPANSION JOINT CAVITY <br />FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - <br />__ _ <br />-------- <br />° a <br />BETWEEN TWO <br />@ WALLS: <br />PART #: LFS 5800-W12 <br />-------------- ° <br />° ° <br />FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - <br />- --- <br />STRUCTURES <br />UL#: WW-D-2014 & WW-D-2015 <br />@ WALLS: <br />@ CEILINGS: <br />_ - a <br />PART #: LFS 5800-W12 <br />PART # FS 5800-FW12 <br />_ _ a <br />UL#: WW-D-2014 & WW-D-2015 <br />_ _ <br />5/8" TYPE "X" GYP. BD, SEE <br />UL#: FW-D-2001 <br />_ _ _ _ <br />@ CEILINGS: <br />_ _ _ _ <br />° 4 ° <br />Q <br />AIR FLOW <br />STRUCTURAL FOR <br />PART # FS 5800-FW12 <br />_ _ <br />PLYWOOD SHEAR AS <br />VAPOR BARRIER BY M.H. POWER. <br />- - ° a <br />UL#: FW-D-2001 <br />_ _ <br />OCCURS <br />INSTALL PER PER SPECS. <br />/ \ <br />>0 <br />a a ° <br />01 <br />a ° <br />SEISMIC EXPANSION JOINT COVER BY M.H. <br />_ Z <br />Q <br />/ \ <br />POWER, MODEL #KH-12-5 . <br />Q <br />/ <br />INSTALL PER PER SPECS. <br />4 <br />° ° <br />/ a <br />/ I <br />° <br />a <br />° <br />11 <br />EXPANSION JOINT AT FLOOR, PER DETAIL 11 <br />° <br />EXPANSION JOINT AT FLOOR, PER DETAIL <br />_ <br />SEISMIC EXPANSION JOINT COVER BY M.H. <br />POWER, MODEL #KH-12-5 . <br />INSTALL PER PER SPECS. <br />77777771 <br />DOOR JAMB <br />DOOR JAMB <br />EXPANSION JOINT <br />FIRE BARRIER & DOOR <br />118 <br />EXPANSION JOINT <br />DOOR <br />1 <br />EXPANSION GAP <br />GRADE <br />2 <br />RATED DOOR ASSEMBLY HOLD DOOR <br />FRAME OFF THE GROUND TO <br />WALL BEYOND <br />FRY REGLET "CO" TYPE CONCRETE REGLET <br />ACCOMODATE EXPANSION JOINT COVER <br />FRY REGLET "CO" "SPRINGLOK" FLASHING <br />PLATE <br />SEISMIC EXPANSION <br />° a <br />° <br />JOINT COVER AT JAMB, <br />CONCRETE OR CMU GARAGE WALL PER PLAN <br />SEISMIC EXPANSION JOINT COVER, MODEL <br />BEYOND <br />#ALHDW-12 . <br />VAPOR BARRIER BY M.H. POWER. <br />a <br />INSTALL PER PER SPECS. <br />CONCRETE TOPPING <br />INSTALL PER PER SPECS. <br />2 HOURFIRE BARRIER PER PLAN <br />SEISMIC EXPANSION JOINT COVER, MODEL <br />J I <br />FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - <br />a ° Q ° <br />#RW-12 . <br />a° <br />@ WALLS: <br />° <br />° ° <br />° <br />INSTALL PER PER SPECS. <br />PART #: LFS 5800-W12 <br />Q <br />d <br />I d <br />UL#: WW-D-2014 & WW-D-2015 <br />----- ----- <br />a <br />d I <br />@CEILINGS: <br />_ __ <br />PART # FS 5800-FW12 <br />_ <br />° <br />z <br />a ° d d <br />a ° d <br />° <br />d ° ° <br />a \ <br />�� <br />WOOD SHEATHING <br />° ° <br />UL#: FW-D-2001 - - <br />VAPOR BARRIER BY M.H. POWER. <br />a // <br />d ° \� <br />INSTALL PER PER SPECS. <br />- - <br />� ; <br />d - / - <br />24 GA. CORROSION RESISTANT FLASHING W/ DRIP7 <br />- - <br />- - <br />EDGE 0/ SELF -ADHERING WATER PROOF MEMBRANE. <br />\ <br />/ <br />- - <br />- — — - <br />5/8" TYPE X EXTERIOR GYP. <br />LAP FLASHING W/ FLASHING OF JOINT COVER. <br />\ <br />/ <br />a <br />4 ° <br />VAPOR BARRIER BY M.H. POWER. <br />- - <br />SHEATHING <br />\ / <br />\ <br />° <br />INSTALL PER PER SPECS. <br />2X CORRIDOR FRAMING, <br />S.A.F. <br />- - <br />/ \ <br />CONCRETE OR CMU GARAGE WALL, <br />PER STRUCTURAL <br />- - <br />4 <br />/ \ <br />BY OTHERS <br />_ _ <br />- - <br />a <br />FIRE BARRIER BLANKET <br />- - <br />° <br />FIRE BARRIER BLANKET <br />(1- HOUR FIRE RATED) - <br />/ I <br />(1- HOUR FIRE RATED) - <br />----- - -- _ _ <br />@ WALLS: <br />' <br />@ WALLS: <br />_ _ _ _ _ _ <br />PART #: LFS 5800-W 12 <br />PART #: LFS 5800-W12 <br />>< <br />UL#: WW D 2014 & WW D 2015 <br />UL#: WW-D-2014 & WW-D-2015 <br />@ CEILINGS: <br />@CEILINGS: <br />PART# FS 5800-FW1 2 <br />SEISMIC EXPANSION JOINT COVER BY M.H. <br />PART # 5800 FW12 <br />UL#: FW-D-2001 <br />POWER, MODEL #KH-12-5 . <br />D <br />UL#: FW--2001 <br />INSTALL PER PER SPECS. <br />AIR SPACE PER PLAN <br />EXTERIOR WALL PER PLAN <br />a <br />NOTE: BONDERIZE ALL GALV. SHEET METAL THAT RECEIVES <br />AIR SPACE PER PLAN <br />FINISH COATING <br />I <br />EXPANSION JOINT <br />FIRE BARRIER - PLAN <br />19 <br />EXPANSION JOINT <br />INTERIOR FLOOR <br />11 <br />EXPANSION JOINT <br />@ <br />ROOF <br />3 <br />CONCRETE OR CMU GARAGE WALL PER PLAN <br />EXTERIOR WALL PER PLAN <br />GALV. SHEET METAL FLASHING <br />FIRE BARRIER BLANKET (1- HOUR FIRE RATED) <br />1 HOUR INTERIOR WALL PER PLAN <br />@ WALLS: <br />° a <br />VAPOR BARRIER BY M.H. POWER. <br />PART #: LFS 5800-W12 <br />FIRE BARRIER BLANKET (3-HOUR FIRE RATED) - <br />INSTALL PER PER SPECS. <br />\ <br />UL#: WW-D-2014 & WW-D-2015 <br />REPORT # GL-16310-3 <br />\� <br />@ CEILINGS: <br />_ _ <br />TESTED TO UL #:2079-2004, ASTEME-119-08A <br />SEISMIC EXPANSION JOINT COVER, MODEL <br />PART # FS 5800-FW12 <br />_ _ <br />-INSTALL CONTINUOUS FROM TOP OF CONCRETE <br />#CRW-12 . <br />UL#: FW-D-2001 <br />_ <br />° <br />SLAB TO UNDERSIDE OF ROOF EXPANSION JOINT. <br />INSTALL PER PER SPECS. <br />% <br />(2) LAYERS 5/8" TYPE X GYPBRD SHTH'G <br />v <br />_ _ _ _ _ _ _ _ _ <br />_ <br />CANT. STRIP BY OTHERS <br />FIRE RETARDANT FRAMING PER STRUCT. DWGS-- <br />_ <br />EXTERIOR PLASTER SYSTEM 0/ W.R.B. 0/ 5/8" TYPE X <br />_ _ <br />I <br />° a <br />- -- - - <br />- - <br />ROOF MEMBRANE - INSTALL PER <br />MANUF SPECS <br />EXTERIOR GYPBRD SHTH'G 0/ EXTERIOR GRADE <br />PLYWOOD SHTH'G <br />_ _ <br />— — — <br />3 HOUR RATED FIREWALL JAMB PER 20 <br />-- <br />- --- <br />-- <br />- - - <br />° <br />SLOPE I <br />_ _ <br />AD 26 <br />zi <br />W.R.B. 0/ S.A.F. <br />/ \ <br />/ \ <br />- - <br />- - _ <br />--- <br />_-- - <br />a <br />24 GA. CORROSION RESISTANT <br />/ <br />FLASHING W/ DRIP EDGE 0/ <br />° \ / <br />SELF -ADHERING WATER PROOF <br />° <br />\ / <br />MEMBRANE. <br />W.R.B. 0/ S.A.F. <br />- - <br />- <br />° a <br />FIRE BARRIER BLANKET <br />° <br />a °a <br />(1- HOUR FIRE RATED) - <br />VAPOR BARRIER BY M.H. POWER. <br />Q <br />--_- <br />@ WALLS: <br />INSTALL PER PER SPECS. <br />Q <br />PART #: LFS 5800-W12 <br />SEISMIC EXPANSION JOINT COVER BY M.H. <br />' <br />a <br />UL#: WW-D-2014 & WW-D-2015 <br />POWER, MODEL #KH-12-5 . <br />@ CEILINGS: <br />INSTALL PER PER SPECS. <br />zV <br />_ <br />1/8" THICK ALUMINUM COVER OR <br />° a <br />PART # FS 5800-FW12 <br />UL#: FW-D-2001 <br />- -- <br />J-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLE <br />S.S. 304 0.2 MIL FOIL <br />° <br />INTERIOR WALL PER PLAN <br />_ <br />SEALANT AND BACKER ROD <br />S <br />CONCRETE OR CMU GARAGE WALL PER PLAN <br />Q <br />EXTERIOR PLASTER SYSTEM 0/ CONCRETE WALL <br />p �„ <br />AIR SPACE PER PLAN <br />NOTE: BONDERIZE ALL GALV. SHEET <br />AIR SPACE PER PLAN <br />METAL THAT RECEIVES FINISH COATING <br />EXPANSION JOINT <br />@ EXTERIOR WALL - PLAN <br />20 <br />3-HR EXPANSION JOINT FIREWALL - PLAN <br />12 <br />EXPANSION JOINT <br />@ <br />SKY DECK <br />4 <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 />EI7 OAK <br />INVESTMENTS <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />O <br />N <br />d') <br />OMU <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />U) <br />w <br />w <br />U) <br />w <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 />SED ARCylT <br />�G IR <br />No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />of C A� <br />License Stamp <br />EXPANSION JOINT <br />DETAILS <br />N <br />C) <br />CV <br />Ir- <br />00 <br />0 <br />AD-33 <br />COPYRIGHT U <br />