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HomeMy WebLinkAboutB17-0040_A1.1.pdf 1°1 °F ' 4/ ASE_Amik._ e. & i'1 ,111 2 -..7, .,i7 '5.3 iii' 4t, oi, d, icroJ 16. _I 0 L 03/ 9/17 I'1 11 ii ..- 1----ILII----1SI IDI = = _ VICTOR MARK DONALDSON ] 0liLIVING LIVING / / =_ 1 1- I� © DINING DINING liJ lL U N T =2 ----ILI ARCHITECTURE PLANNING _ INTERIORS 0 - -* _. ° 0 SINCE 1977 LIVING LIVING 3 A RC H I T E C T S = <I TGHEN KITCHEN — DINING DINING ENTRY - NTfi�Y 9 0 W B E N C H V A R K R O A D _ _ — ° - o - - o - ._ _ SUITE 207 uN ,,,___ ____ 4 _ UN T = 5 r _ -- BOX 5300 $a-0c _ $T AVON , CO 81620 — _ — ¢� til � ' 910 , 949 . 5200 o - - 0 C II II II II 1 � � � � � � � � ohrisj@vmda, com Ltt i LI Lt_-__ i-t1--I FLASHING DETAIL NOTES: FAX 9 4 9 , 5. 2 0 5 -� ' _ t - - - } - �- X X _Z •fi • ALL HIDDEN FLASHING SHALL BE MINIMUM 2,6 GAGE GALVANIZED METAL. 1st I KITCHEN KITCHEN I — 1---- 1 •• ALL EXPOSED FLASHING SHALL BE 2,6 GAGE RECLA, RE: SPEC. _ _ fi1 -rfi--- _ ... L I I J L I J •• 2015 IBC, 1405.10.12.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR C _ ENTRY ENTRY _ I- Li U FLASHING OF A MINIMUM 0.014 INCH OR 2,6 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM z - 0_ o o 0_ = VERTICAL ATTACHMENT FLANGE OF 3_L INCHES SHALL BE INSTALLED TO EXTEND NOT LESS - ` THAN I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE VI ,TOR C? 9 -0 " \ = = /0-Tow, X ) EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. i ARK , i • J - ISI ISI ISI © • 2015 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER D _ �+ * -- - SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES ,, bser • 1 0 ® ABOVE PAVED AREAS, OR NOT LESS THANE INCH ABOVE EXTERIOR WALKING SURFACES '' G 1 ® ® THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. `Ai II II O — -I- - _:_ _ - - - - _ I _I, EXTERIOR �O�O � -I _� 7 -- J , 1 p L T 1 MATE ALS LESNST LEVEL 00R PLAN Cia © p O SCALE: I / 4" c I1 - 011 0 NEW CEMENTITIOUS STUCCO SYSTEM (TYP.), RE: SPEC 0 7 W/ NEW STUCCO STUCCO MSYSTEM, APPLY 5TO NOT TO BE RESTORE (FINISH W.R.B.INTEGRATE ~ doMMII w REPAIR) OVER 5TU000 TO REMAIN (TYP.), RE: SPEC z > w V 12 1 I I O NEW WOOD SIDING: RE: SPEC. m w I'm U u, Dco O NEW2x& R5 CEDAR WOOD TRIM, RE: DETAILS 4 SPEC. Z • U N- -r< ff rr�� 1T.O. FLOOR u,T.O. FLOOR O5 NEW,bx& R5 CEDAR COLUMNS, RE: STRUCTURAL V °I"' 102'-O" ° 100'-0" wzdw ° • . O NEW, x12 DOUG-FIR RIDGE BEAM, RE: STRUCTURAL 0 — T.O. CONCRETE k_T.O. CONCRETE 0V—I J\III�' 1011-511 milli 441-311 0 D 0 STONE GAP AT PARTIAL ,6X12 HEEL FURR OUT WALL AT STONE, RE: 6X12 HEEL BEAM ABOVE O NEW 6x12 DOUG-FIR HEEL BEAM, RE: STRUCTURALCC Q > HEIGHT STONE BEAM ABOVE \ D ELEVATIONS, DETAILS $ STRUCT LL a NEW 6x12 DOUG-FIR ARCHED BEAM, RE: DETAIL 4 ILI 1: 12 GONGTRETE OVER O F- J ,6x6 WOOD STRUCTURAL COLUMN (TYP.) EXISTING SLAB NEW STAMPED 4" THICK FLAGSTONE X GONGTRETE OVER CAP (TYP.) O EXISTING ROOF TO BE REPLACED BY OWNER, 000RD. W > EXISTING SLAB FLASHING TIE-IN AT WALL / CHIMNEY EAVE OF CURVED 6X12 ARCHED r — -h"---1 LINE OF_2b H. ROOF ABOVE BEAM ABOVE - — — H LT — — — SEAM ARCHEDVf jCOLUMN BASE 1110C to NEW METAL STANDING SEAM ROOF, BY OWNER 1 Alifli." 11 t — — I I `\ NEW2" STONE VENEER, (RE: SPEC.) OVER EXISTING FRAME 4" THICK FLAGSTONE L — — — EAVE OF CURVED 11 WALL, W/2 STONE CAP, RE: DETAIL CAP (TYP.) J I ROOF ABOVE COLUMN WO (TYP.)OD O NEW2,& GA RECLA BASE FLASHING, RE: SPEC. $ DETAILS INCUli J) CI �� 13 NEW METAL CHIMNEY CAP, RE: SPEC. 4 DETAIL p H Fd y—H- LINE OF 4O H. REPLACE STAIR STRINGERS (RE: STRUCT.), TREADS 1 LINE OF 2176" H. 411 THICK FLAGSTONE COLUMN BASE COLUMN BASE CAP (TYP) 0 (GRIPSTRUT PROVIDED BY OWNER), HANDRAIL (MATCH EXISTING) $ 4" SLAB W/ TURNED DOWN EDGE, RE: STRUGT. 611.)-LAM BEAM ABOVE, ©COPYRIGHT RE: ELEVATION, SIZE PER Is NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB Victor Mark STRUCTURAL Donaldson 1� NEW 211 STONE VENEER, (RE: SPEC.) OVER NEN CMU COLUMNS, All Architects O (RE: STRUCT.) W/ 4" STONE CAP, RE: DETAIL Reserved E\TR ( EFTA L E31 LDINS , �� SCALE: I [2" = I' - 0" ENTRY ON EAST SIDE SIMILAR 17 BALUSTERS: RE: DEMO PLANS REVISION 0 NEW STAMPED CONCRETE SLAB, RE: STRUCT. 14 NEW2x8 R5 CEDAR BELLYBAND, RE: DETAILS 4 SPEC. EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPED DATE 03/14/2017 CONCRETE. 21 NEW ROOF TO WALL FLASHING, RE: DETAILS, NOTES 4 SPEC. JOB NO. 1610 m IO FURR OUT WALL AT STONE, RE: ELEVATIONS, DETAILS 4 STRUCT. 1ST LEVEL SENERAL NOTES FLOOR PLAN ALL SOFFITS AT ENTRIES SHALL BE 1X6 T*G BLUE STAIN PINE ALL GRAWLSPACE VENTS TO REMAIN SHEET N O. A1 . 1 REMOVE $ REPLACE ALL DRYER 4 BATHROOM VENTS, RE: SPEC.