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HomeMy WebLinkAboutB17-0040_A1.0.pdf k4 °F1'4/ e.z lei 03/ 9/17 0 Ian 1 J O1 T--Luj @ VICTOR MARK �i DONA L DSON r BED #I BED #I 0 .11-I.11-ILU LI L I Pi _ BED #2 BED #2 U ® �� IIUNT =2 UI _ , I-) ^ ,� ` / ARCHITECTURE I I PLANNING `Z ri D_ / ` 0 J INTERIORS 0 SINCE 1977 li BSD BE® �' !, - 1 - ARCHITECTS BED #2 BED #2 r 0 v v � - - 93Vl BENCHVARKR0AD — = 4 — _ r SUITE 207 UN T BATH BATH IT � 5 0 STORAGESTORAGE 6 0 X 5 3 0 0 _ / _ • AVON , CO 81620 rii_ D_ 3: 11:p 970 . 949 . 5200 0 / � F1 ,� ,� D chrisj@vmda. com _ BATH [�z�� � � T� #2 ❑ FAX 949 . 5205 O LINE OF FURRED OUT STUD WALL ABOVE • i'mm ii cao Mal \ _ - 0 %,M IP A • ., 0 1 EXTERIORr C i L. n n ( L\ � BATH # 0 STORAGE STORAGE 0 BATH #1 c VI'i TOR 0\ Q O NEW CEMENTITIOUS STUCCO SYSTEM (TYP.), RE: SPEC ARK / 0 FA- STUCCOSYSTEMNOTTO BEREMOVED, INTEGRATEW.R.B. D N O> oO W/ NEW STUCCO SYSTEM, APPLY 5TO RESTORE (FINISH ff )''' REPAIR) OVER STUCCO TO REMAIN (TYP.) RE: SPEC V P h , `, X./ �, O NEW WOOD SIDING: RE: SPEC. MR CI" LINE OF FURRED OUT STUD WALL ABOVE EIAS--=Jv-----=NT ����� ��� PLAN O NEW 242 R5 CEDAR WOOD TRIM, RE: DETAILS 4 SPEC. 0 I SCALE: I / 8" = I' - 0" O NEW/6)0 RS CEDAR COLUMNS, RE: STRUCTURAL OM O NEW4x12 DOUG-FIR RIDGE BEAM, RE: STRUCTURAL Z _1 LLJ FLASHING DETAIL NOTES: O NEW 6x12 DOUG-FIR HEEL BEAM, RE: STRUCTURAL Z V > • ALL HIDDEN FLASHING SHALL BE MINIMUM 26 GAGE GALVANIZED METAL. w • ALL EXPOSED FLASHING SHALL BE 2,6 GAGE RECLA, RE: SPEC. Oa NEW4x12 DOUG-FIR ARCHED BEAM, RE: DETAIL 4 Q • 2015 IBC, 1405.10.12.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR STRUCTURAL FLASHING OF A MINIMUM 0.014 INCH OR24 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM w m VERTICAL ATTACHMENT FLANGE OF 3_ INCHES SHALL BE INSTALLED TO EXTEND NOT LESS O EXISTING ROOF TO BE REPLACED BY OWNER, COORD. 01.1.1 D Lo THAN I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN FLASHING TIE-IN AT WALL /CHIMNEY Z -, J ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE Q 0 = 0 CO EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. 0 NEW METAL STANDING SEAM ROOF, BY OWNER • 2015 SHALL BE 1405.10.1.3CLEARANCES. NOT LESS INCHES�ABOVE THE EARTH,RIOR STUD ORDNOT�LE55D ASONRY VENEER AN 2 INCHESZ Z_ CY H w O O NEW 2" STONE VENEER, (RE: SPEC.) OVER EXISTING FRAME w D ABOVE PAVED AREAS, OR NOT LESS THAN INCH ABOVE EXTERIOR WALKING SURFACES II WALL, W/2" STONE CAP, RE: DETAIL J THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. 0 J > O NEW 2,6 GA RECLA BASE FLASHING, RE: SPEC. 4 DETAILS O QQ — m 13 NEW METAL CHIMNEY CAP,RE: SPEC. 4 DETAIL LJ,J Li- 1 14 REPLACE STAIR STRINGERS (RE: STRUCT.), TREADS X Q (GRIPSTRUT PROVIDED BY OWNER), HANDRAIL (MATCH will > EXISTING) 4 4" SLAB W/TURNED DOWN EDGE, RE: STRUCT. lit 15 NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB 41111:C ONEW 2" STONE VENEER, (RE: SPEC.) OVER NEW CMU COLUMNS, (RE: STRUCT.) W/4" STONE CAP, RE: DETAIL I"! BALUSTERS: RE: DEMO PLANS IB3U U [Lip H IKI Ib NEW STAMPED CONCRETE SLAB, RE: STRUCT. p) Fli Mir 14 NEW 2RS CEDAR BELLYBAND, RE: DETAILS 4 SPEC. HT x8 2@° EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPED CONCRETE. ©COPYRIGHT Vor 0NEW ROOF TO WALL FLASHING, RE: DETAILS, NOTES 8 SPEC. Dona Mark Donaldson Architects @ y FURR OUT HALL AT STONE, RE: ELEVATIONS, DETAILS 8 STRUGT. All Rights Reserved GENERAL NOTES REVISION ALL SOFFITS AT ENTRIES SHALL BE I)0 T*G BLUE STAIN PINE ALL CRAWL-SPACE VENTS TO REMAIN REMOVE 4 REPLACE ALL DRYER 4 BATHROOM VENTS, RE: SPEC. DATE 03/14/2017 JOB NO. 1610 BASEMENT LEVEL FLOOR PLAN SHEET NO. A1 .0