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HomeMy WebLinkAboutB17-0041_A1.1.pdf NO °F 4 ill; 'O ' ,45 t, iQo716 03/.:/17 VICTOR MARK DONALDSON ARCHITECTURE PLANNING INTERIORS — h SINCE 1977 I,-,6„ ARCH I TECTS ,6X12 HEEL BEAM I ,6X12 BEAM ,6X12 HEEL BEAM b FURROUTWALLATSTONE, RE: _....___r_r_r____: �" 90IN BENCHVARKRORD ELEVATIONS, DETAILS 4 STRUGT ARCHED ARCHED SUITE 2 0 7 bX6 WOOD ,6,0WOOD COLUMNBOX 5 3 0 0 BELOW COLUMN BELOW AVON , C 0 8 1 6 2 0 EAVE OF ROOF ,6X12 ARCHED BEAM ,6X12 ARCHED BEAM / EAVE OF ROOF _ r/ 970 . 949 . 5200 U Ii — ii chnsj@vmda. com 1-O' " FAX 949 . 5205 t , ° . LI \ -1;"°49,„ a CURVED GLULAM BEAM CURVED GLULAM BEAM : _,_,.., �` vl l T01� r /i EXTERIOR GO O S DN V ATER ALS LEGEND \ , ' 41 c, Tj NEW GEMENTIT OUS STUCCO SYSTEM (TYP.), RE: SPEC D AIRC E\TR R00- FA\ _ 5, LD \S K 0_70 STUCCO SYSTEM NOT TO BE REMOVED, INTEGRATE W.R.B. SCALE: I /2" = I' - O° T 7 W/ NEW STUCCO SYSTEM, APPLY 5T0 RESTORE (FINISH REPAIR) OVER STUCCO TO REMAIN (TYP), RE: SPEC O NEW WOOD SIDING: RE: SPEC. Ca O NEW 2X6 R5 CEDAR WOOD TRIM, RE: DETAILS 4 SPEC. H1-1-1z v >_ I1 I I O NEW,64) RS CEDAR COLUMNS, RE: STRUCTURAL Ca 1 ( O NEW,bx12 DOUG-FIR RIDGE SEAM, RE: STRUCTURAL LLJ i m I` UDLO 0NEW,bx2 DOUG-FIR HEEL BEAM, RE: STRUCTURAL Z J CSO dill IP T.O.-FLOOR T.O. FLOOR Q Iii = 0 o0 102 0 • loo'-o" C� -17 --7OS NEW 6x12 DOUG-FIR ARCHED BEAM, RE: DETAIL z 0 i—r I I 1 �-1STRUCTURAL w Q W U T.O. CONCRETEm T.O. CONCRETE —I_ D 1° 101'-5" qQ'-5" / I ,b / O EXISTING ROOF TO BE REPLACED BY OWNER, COORD. _ C� J STONE CAP AT PARTIAL ,6X12 HEEL I'b" I, 6X12 HEEL BEAM ABOVE — HEIGHT STONE BEAM ABOVE '� FUER OUT WALL AT STONE, RE: FLASHING TIE-IN AT WALL /CHIMNEY a D 0 ICC ; ELEVATIONS, DETAILS 4 STRUCT Zo io NEW METAL STANDING SEAM ROOF, BY OWNER C bXb HOOD ry = EXISTING SLAB \ to 4" THICK FLAGSTONE w 11 fl COLUMN (TYP.) �t ik TO REMAIN \ EXI._�TING SLAB I J <' \\ II-O" TO REMAIN CAP (TYP.) ii NEIN_2" STONE VENEER, (RE: SPEC.) OVER EXISTING FRAME 6X12 ARCHED , , — — WALL, W/2" STONE GAP, RE: DETAIL wiMa > EAVE OF CURVED \ f i 7 BEAM ABOVE ,6X12 ARCHED r LINE MNOF 2 b H. ROOF ABOVE I- — —.-— - - — — — — 7 BEAM ABOVE I t 1 COLUMN BASE O NEW 26 GA RECLA BASE FLASHING, RE: SPEC. DETAILS CIIC - fi T - \ A_ 1 p - I N I3 NEW METAL CHIMNEY CAP, RE: SPEC. DETAIL CAP4" THICK(TYp)LAGSTONE L — — J I EAVE OF CURVED REPLACE STAIR STRINGERS (RE: STRUCT.), TREADS ROOF ABOVE �4 (GRIPSTRUT PROVIDED BY OWNER), HANDRAIL (MATCH J O ' O" a b)Sb WOOD L — — — — J EXISTING) 4 4" SLAB IN/ TURNED DOWN EDGE, RE: STRUCT. 2'-O" n / COLUMN (TYP.) I 2'-O" / ftJJ 1 Ill NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB D LINE OF 2'b H ` LINE OF 4'-0" H. O NEW 2" STONE VENEER, (RE: SPEC.) OVER NEW CMU COLUMNS, D) H R Y L-J COLUMN BASE COLUMN BASE (RE: STRUCT) W/4" STONE CAP, RE: DETAIL 4" THICK FLAGSTONE CAP (TYP) GLU-LAM BEAM ABOVE, RE: e BALUSTERS: RE: DEMO PLANS ELEVATION, SIZE PER ©COPYRIGHT STRUCTURAL 18 NEW STAMPED CONCRETE SLAB, RE: STRUCT. Victor Mark Donaldson Architects is NEW 2x8 R5 CEDAR BELLYBAND, RE: DETAILS $ SPEC. All Rig Reserved @lii) EXISTING SLABS TO REMAIN; NO WORK U.N.O. NO STAMPED E\T ( DET = 5, ILD \S K CONCRETE. REVISION SCALE: I /2" = I' - O" @Di NEW ROOF TO WALL FLASHING, RE: DETAILS, NOTES 4 SPEC. I• O FURR OUT WALL AT STONE, RE: ELEVATIONS, DETAILS $ STRUCT. FLASHING DETAIL NOTES: DATE 03/14/2017 • ALL HIDDEN FLASHING SHALL BE MINIMUM 26 GAGE GALVANIZED METAL. • ALL EXPOSED FLASHING SHALL BE 26 GAGE REGLA, RE: SPEC. GENERAL NOTES • 2015 IBC, 1405.I0.L2.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR ALL SOFFITS AT ENTRIES SHALL BE X6 TSG BLUE STAIN PINE JOB NO. 1610 FLASHING OF A MINIMUM 0.014 INCH OR 2b GAGE GALVANIZED OR PLASTIC WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 2 INCHES SHALL BE INSTALLED TO EXTEND NOT LESS ALL GRAWLSPAGE VENTS TO REMAIN THAN I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN EXTERIOR ACCORDANCEF THE A WITH SECTION 1405.4. LANGETH E OH THE SER GEREED ORSISTIVE BARRIEN SHALL LAP OVER THE REMOVE $ REPLACE ALL DRYER $ BATHROOM VENTS, RE: SPEC. ENLARGED PLANS • 2015 IBC, 1405.10.13 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES ABOVE PAVED AREAS, OR NOT LESS THANE INCH ABOVE EXTERIOR WALKING SURFACES THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. SHEET NO. A1 . 1