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HomeMy WebLinkAboutB17-0038_A1.1.pdf " CIF 1$4 4.IS 4r 00 eft.4 13-31 leo 11 031,•117 VICTOR MARK DONALDSON T II 0 / / c „ITLIT UTIL T / i h ARCHITECTURE PLANNING I I I I / II-, "6 / INTERIORS SINCE 1977 ,6X12 HEEL I k" ,1, FURR OUT WALL AT STONE, RE: ,6X12 HEEL BEAM / BEAM ELEVATIONS, DETAILS 4 STRUGT 6x6 WOOD 6x6 WOOD ARCHITECT S COLUMN BELOW ` COLUMN BELOW 90 N B E N C H V A R K R O A D EAVE OF SUITE 2 0 7 CURVED ROOF 6X12 ARCHED BEA 6X12 ARCHED BEAM/ EAVE OF BOX 5300 • CURVED ROOF AVON CO 81620 970 . 949 . 5200 cl chnsi@vmda. com — — — — FAX 949 . 5205 ARCHED GLULAM RAKE OF `",_ CURVED ROOF -%‘' C: ""'`w•. OZo VI TOR o R00= �____ANSETA , @ 2ND „-V-„ ENTR ' +,lTO 0- SCALE: I /_2" = I' - O" D q EXTERIOR COL=ORS $ \\< `� vIATE ALS LEGEND A'P` TNEW GEMENTITIOUS STUCCO SYSTEM (TYP), RE: SPEC I J I I 1 O Fa. STUGGO SYSTEM NOT TO BE REMOVED, INTEGRATE W.R.B. Oa W/ NEW STUCCO SYSTEM, APPLY STO RESTORE (FINISH REPAIR) OVER STUCCO TO REMAIN (TYP.), RE: SPEC O NEW HOOD SIDING: RE: SPEC. H immEll 1--1-1 T.O. FLOOR SU -90R z 100-O" 100O" L1JCm) ry— O NEW 2X6 RS CEDAR WOOD TRIM, RE: DETAILS 4 SPEC. 2 0 T. -8 ONGRETE T.-8 ONGRETE UJ `■■■�' LO STONE GAP AT PARTIAL /I 6X12 HEEL I'-4 I'-4" ,X12 HEEL BEAM ABOVE s NEW,bXb RS CEDAR COLUMNS, RE: STRUCTURAL 0 ,�. FURR OUT WALL AT STONE, RE: t z J, HEIGHT STONE BEAM ABOVE ELEVATIONS, DETAILS 4 STRUGT Q J 1- O NEW,6x12 DOUG-FIR RIDGE BEAM, RE: STRUCTURAL = Ur = 0 ii EXISTING SLAB 6X6 WOOD > y TO BE REMOVED \d? m EXISTING SLAB 4" THICK FLAGSTONE GAP (TYP.) z z CY O COLUMN (TYP.) N $ REPLACED TO REREAMO�D N RE: DETAIL O NEWbxl2 DOUG-FIR HEEL BEAM, RE: STRUCTURAL w 0 w 0 ,6X12 ARCHED LINE OF 2'b" H. OS NEW,6x12 DOUG-FIR ARCHED BEAM, RE: DETAIL 4 — 0 J EAVE OF CURVED f -L BEAM ABOVE r f -.--- COLUMN BASE STRUCTURAL 0 D 0 Q ROOF ABOVE I r — — \ O I �\ O �` O O EXISTING ROOF TO BE REPLACED BY OWNER, GOORD. w 4" THICK FLAGSTONE L - — — — - EAVE OF CURVED FLASHING TIE-IN AT WALL / CHIMNEY H J GAP (TYP.) RE:DETAIL — 4-OI ROOF ABOVE a O / 6X6 WOOD — — — — J ) io NEW METAL STANDING SEAM ROOF, BY OWNER w 11_ ry COLUMN (TYP.) LINE OF 2'-6" H. O 1-0 GLU-LAM BEAM ABOVE, SIZE O NEW 2" STONE VENEER, (RE: SPEC.) OVER EXISTING FRAME ilitt COLUMN BASE \ —H— _ PER STRUGTIJRAL WALL, W/2" STONE GAP, RE: DETAIL \— LINE OF 4-O H. ,X12 ARCHED COLUMN BASE O NEW 26 GA REGLA BASE FLASHING, RE: SPED. 4 DETAILS BEAM ABOVE 4" THICK FLAGSTONE GAP (TYP.) RE: DETAIL is NEW METAL CHIMNEY GAP, RE: SPEC. 4 DETAIL 14 REPLACE STAIR STRINGERS (RE: STRUGT.), TREADS I B3 U LI —1 I D) 11 [NI ( (GRIPSTRUT PROVIDED BY OWNER), HANDRAIL (MATCH F ` H F ` Iml uE _ _ EVE I_ EXISTING) $ 4" SLAB W/ TURNED DOWN EDGE, RE: STRUGT. AN T A , @ S T —N T R is NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB 0 SCALE: I /_2" = I' - O" NEW 2" STONE VENEER, (RE: SPEC.) OVER NEW CMU COLUMNS, 0 (RE: STRUGT) W/ 4" STONE GAP, RE: DETAIL ©COPYRIGHT Victor Mark Donaldson rr BALUSTERS: RE: DEMO PLANS Architects All Rights Reserved is NEW STAMPED CONCRETE SLAB, RE: STRUGT. is NEW 2x8 RS CEDAR BELLYBAND, RE: DETAILS 4 SPEC. REVISION CONTROL JOINTS: REFERENCE ASTM G 10,63 110.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND 0° EXISTING SLABS TO REMAIN; NO WORK U.N.O. NO STAMPED TIED AT EACH SIDE. CONCRETE. 111.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE 0 NEW ROOF TO WALL FLASHING, RE: DETAILS, NOTES SPEC. PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A DATE 03/06/2017 FLASHING DETAIL NOTES: FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE I i FURR OUT WALL AT STONE, RE: ELEVATIONS, DETAILS STRUGT. NOT LESS THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND • ALL HIDDEN FLASHING SHALL BE MINIMUM 26 GAGE GALVANIZED METAL. SHALL BE IN CONFORMANCE WITH 110.1.4. • ALL EXPOSED FLASHING SHALL BE26 GAGE REGLA, RE: SPED. 111.4.1 CONTROL JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN JOB NO. 1610 • 2015 IBC, 1405.10.1.2.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT2 AND TO DELINEATE AREAS NOT MORE THAN FLASHING OF A MINIMUM 0.014 INCH OR 26 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM 100 FT2 FOR ALL HORIZONTAL APPLICATIONS, THAT IS, CEILINGS, CURVES, OR ANGLE TYPE GENERAL NOTES VERTICAL ATTACHMENT FLANGE OF 3 2 INCHES SHALL BE INSTALLED TO EXTEND NOT LESS STRUCTURES. THAN 1 INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN 7.11.42 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR ALL SOFFITS AT ENTRIES SHALL BE 1X6 T4G BLUE STAIN PINE ENLARGED ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE A LENGTH-TO-WIDTH RATIO OF 2� TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. CEILING FRAMING OR FURRING CHANGES DIRECTION. ALL GRAWLSPAGE VENTS TO REMAIN ENTRY PLANS • 2015 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES EXTERIOR WALL. REMOVE REPLACE ALL DRYER BATHROOM VENTS, RE: SPEC. ABOVE PAVED AREAS, OR NOT LESS THAN INCH ABOVE EXTERIOR WALKING SURFACES 111.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. SHEET NO. Al , 1 THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL.