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Item 23 - First One -Year Extension for Site Plan Review No. 2020-03 and Variance No. 2020-06
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Item 23 - First One -Year Extension for Site Plan Review No. 2020-03 and Variance No. 2020-06
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City Clerk
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Agenda Packet
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Clerk of the Council
Item #
23
Date
12/6/2022
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- WALL FRAMING PER <br />EXTERIOR CEMENT PLASTER 0/ WIRE <br />STRUCTURAL DRAWINGS <br />;- III I <br />II <br />II LATH 0/ W.R.B. <br />' <br />- <br />SHEATHING MAY OCCUR <br />SHEATHING MAY OCCUR <br />FRAMIDNG <br />l 2x SOLID BACKING REQUIRED WHEN <br />-� - I 2x SOLID BACKING REQUIRED <br />IW <br />/ SHEATHING NOT PROVIDED WHERE <br />- AT S.A.F. WHEN SHEATHING <br />it S.A.F. IS REQUIRED. <br />NOT PROVIDED <br />- <br />I I EXTERIOR WALL SCUPPER FLASHING <br />I CEILING FRAMING PER <br />COLLAR <br />%� „ - \ / STRUCTURAL DRAWINGS <br />it /� I WIRE LATH 0/ W.R.B. 0/ 9" WIDE S.A.F. <br />0/ SCUPPER FLASHING COLLAR <br />i� �E�OE�I�G <br />ExoP - t \/ EXTERIOR CEMENT PLASTER 0/ <br />T <br />P PS %' 9 W.R.B. 0/ S.A.F. 0/ JAMB l WIRE LATH 0/ W.R.B. <br />I I SEALANT AND BACKER ROD, 4 SIDES <br />I I �, �' I <br />/ \ <br />S.A.F. 0/ CEMCO #121>< <br />N <br />' SOFFIT DRIP 0/ CORNER / \ EXPANDED METAL LATH <br />H <br />FORTIFLEX -- <br />= J FIELD VERIFY a <br />w a� <br />iI i-' C <br />z Z <br />U <br />i l 8 SOFFIT DRIP, EXTEND 1" \ / <br />/ PAST OPENING <br />(� <br />Uw_ <br />uJ� <br />a-0-04 �8' Q (D <br />- l EXTERIOR l X\ DECK A D51 <br />I <br />U ILL — — — — 1„ O _ <br />7 W.R.B. SIDE / \ SIDE <br />— N U <br />EXTERIORII - I I DECK I / / \ \ WIRE LATH 0/ W.R.B. 0/ 9" WIDE <br />SIDE I SIDE II ---------------- S.A.F.O/SOFFIT DRIP O/W.R.B. <br />� 4 I WALL SCUPPER <br />I I <br />$ <br />w , <br />�Q <br />I <br />Q w IMPERVIOUS SURFACE STOP, HEIGHT <br />> LU Ili <br />— — <br />U) VARIES <br />WIRE LATH 0/ W.R.B. 0/ SCUPPER <br />JAMB SOFFIT DRIP, EXTEND 2" PAST <br />FLASHING COLLAR 0/ 9" WIDE S.A.F. <br />FRAMI 6 FORTIFIBER FORTIFLEX 6" OPENING <br />it O/ W.R.B <br />TO BE APPLIED <br />II <br />l <br />STRETCHED OVER AND <br />I LINE OF IMPERVIOUS <br />ACROSS CORNER <br />SURFACE <br />li <br />II <br />li <br />II <br />II <br />I <br />� <br />� <br />5 CONTINUE JAMB 18" WIDE <br />- <br />21 <br />- <br />17 <br />- <br />13 <br />S.A.F. LAYERS TO TOP OF <br />Z I OPENING LAPPING <br />SUCCESSIVE LAYERS <br />BELOW A MINIMUM 2" <br />i WALL FRAMING PER STRUCTURAL <br />\ <br />_IT DRAWINGS <br />I <br />K TI <br />B — — SHEATHING MAY OCCUR <br />I I <br />- UNp I I <br />FR <br />I l EXTERIOR CEMENT PLASTER 0/ <br />WIRE LATH 0/ W.R.B. 0/ JAMB <br />4 JAMB S.A.F. EXTERIOR DECK S.A.F. <br />SIDE 1 F SIDE <br />2x SOLID BACKING REQUIRED AT <br />S.A.F. WHEN SHEATHING NOT <br />T, G.S.M. FLASHING METAL <br />°� l I it li PROVIDED <br />l FOLD LINE (UP) it Ii CORNER BEAD <br />PROVIDE 3/16" ROLLED OR ANGLED <br />l <br />Q" STUCCO GROUND EDGE TO PERMIT <br />W, PLASTER TO KEY UNDERNEATH THE <br />d <br />EDGE FOR ADDED ADHESION <br />W <br />I I <br />FOLD LINE (UP) <br />COLLAR OPENING TO BE 1" TALLER <br />d i <br />AND WIDER THAN SCUPPER TO <br />\ ALLOW 1/2" WIDE SEALANT JOINT TO <br />WALL SCUPPER <br />O3 SILL S.A.F. <br />INTEGRAL 7/8" STUCCO SCREED ALL <br />FOUR SIDES <br />N <br />L � � � PE JAMB <br />\ KING <br />— — — — — <br />EXTERIOR WALL SCUPPER FLASHING COLLAR <br />""r- S.A.F 0/ SILL S.A.F. 0/ GSM <br />� � JAMB <br />` SADDLE FLASHING <br />\ <br />EXTERIOR SIDE <br />SLOPE (SHIM) PLYWOOD SUBSTRATE <br />l \ I <br />22- <br />18- <br />14 <br />I AND EXT. CEMENT PLASTER FINISH <br />'14 J 00 <br />- <br />SLOPE <br />n GSM CORNER 14 DEGREES <br />SADDLE FLASHING (3 12) <br />II <br />W.R.B. 0/ JAMB S.A.F 0/ SILL S.A.F. 0/ <br />GSM CORNER SADDLE FLASHING 0/ <br />SILL BIB FLASHING 0/ W.R.B. <br />6 v ll <br />11 <br />JAM <br />RAMING - ll <br />CO <br />G.S.M. FLASHING METALff <br />l <br />4" <br />;l <br />X VVI[)T <br />EXTERIOR DECK II <br />\` 3 7/ g <br />SIDE SIDE I <br />4" �0 <br />1 SILL BIB FLASHING 1v KIr <br />PROVIDE 3/16" ROLLED OR ANGLED <br />PER PLAN L O/ W.R.B., INSTALL I <br />STUCCO GROUND EDGE TO PERMIT <br />ON BOTH SIDES OF <br />S FIE PLASTER TO KEY UNDERNEATH THE <br />WALL OPENING <br />i EDGE FOR ADDED ADHESION <br />DECK OR <br />R p Y b <br />= FPTN <br />o EXTERIOR I PER PLAN CORRIDOR <br />W O <br />SIDE SIDE <br />UJ o /g W0 <br />r 140F� pF i; EXTERIOR CEMENT PLASTER 0/ WIRE <br />a <br />��� (3, 12RFFS LATH 0/ W.R.B. <br />C/) <br />° <br />I <br />SHEATHING MAY OCCUR <br />I <br />IMPERVIOUS SURFACE STOP, HEIGHT <br />o WALL FRAMING PER STRUCTURAL <br />VARIES <br />DRAWINGS; 2x8 MAXIMUM ALLOWED <br />INTEGRAL 7/8" STUCCO SCREED <br />WALL SCUPPER <br />SILL <br />`� <br />FRAMING <br />INTERIOR / DECK SIDE <br />It , <br />A \ <br />- <br />23 <br />- <br />19 <br />- <br />15 <br />DECK SCUPPER <br />11 <br />EXT. WALL OPENING FLASHING <br />3 <br />- <br />24 <br />- <br />20 <br />- <br />16 <br />- <br />12 <br />- <br />8 <br />EXTERIOR PLASTER SCREED <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 />E I] Q A K <br />INVESTMENTS <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />1 <br />TF <br />i <br />T_ <br />C) <br />N <br />Q <br />U <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />U) <br />w <br />U) <br />w <br />T_ <br />LO <br />06 <br />LO <br />T_ <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 ARr <br />,A <br />No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />sgTF <br />OF C Ail \ <br />License Stamp <br />EXTERIOR WALL <br />FLASHING DETAILS AT <br />STUCCO <br />AD-51 01 <br />Z <br />Q <br />J <br />1r n <br />LL <br />N <br />N <br />O <br />N <br />1 <br />O <br />00 <br />0 <br />COPYRIGHT U <br />
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