Loading...
HomeMy WebLinkAboutB17-0041_A2.1.pdf i t' °F P4 New wood siding shall be real wood per DRB COA. i�� \ -...k, iv. n, --'' \ ; t = ] D 1 = VICTOR NARK i DONALDSON a m , S' - . ® ix 0 A r/ 7Ml 3 u II 2 �t ARCHITECT UR: AR URE I 0 _ II PLANNING II — INTERIORS • 51M. L s L L J-LL-_L L L� 2 SINCE 1 77 +0 I_: 12'1: ,: :':' ''' 9 1r ,,,:: ,:, . ..... ..... U-f-\_, f ARCHITECTS ■ • — — I, - I 5 O :. mow i 0 1. �� I � :II 901111 BENCHVARKROAD ITE 2 l — O �I SU 0 I - � — — 0 , WWI — - — BOX 5300 i ,A imi1 > �"T ....::..... MI , _. — , , , : _, : —,�� - AVON C081620 : m - . .. . , .......... . .. . , , , . ..,:...:.-.:.. - r __I. � . 94 . 5200 . ..... .. . . .. .:. m 970 9 I I K M 1© • chrls vmdacom . 1 ...._i____y chn• sj@vmda. com..,...:.:. . FAX 949 5205 0 0 ,,, NORT=== '----JL-------VATIC)\ C) \\ SCALE: I / 4" I O" G ri 1�!I' 0 _____,,,, , ,,_____________ ...,_AST ,.__L,.__vAT10\ TO `� 0\ 01 SCALE: I / 4" = I' - O" AT * f De osqN EXTERIOR COLORS '�c-- a. ' idiC.' 0 /� MATERIALS LEGEND , ..: �.\` ' = F= \ NEW GEMENTI TIOUS STUCCO SYSTEM(TYR) RE: SPEC "4- � ~ _7-- - STUCCO r/T STUCCO SYSTEM NOT TO BE REMOVED, INTEGRATE NLRB. f O W/NEW STUCCO SYSTEM,APPLY STO RESTORE(FINISH # - r REPAIR)OVER STUCCO TO REMAIN(TVP.),RE: SPEC O NEW WOOD SIDING: RE: SPEC. Oa CP 1i- MIIIII 15' O NEW 20 RS CEDAR WOOD TRIM,RE: DETAILS 8 SPEC. I I immi w u J \ 0 NEW,60 RS CEDAR COLUMNS,RE: STRUCTURAL Z w CNN) - NEW,6xI2 DOUG-FIR RIDGE BEAM,RE: STRUCTURAL 2 Q w `" m ti 0 ill O NEWbxI2 DOUG-FIR HEEL BEAM,RE: STRUCTURAL 0 L(7 a - SIM. W CO • / O NEWbXI2 DOUG-FIR ARCHED BEAM,RE: DETAIL $ Z J r O r 1 STRUCTURAL Q !^ 0 co I O EXISTING ROOF TO BE REPLACED BY OWNER,WORD. ZaI— 0 3 Al.l IM. FLASHING TIE-IN AT WALL/CHIMNEY Z — w 0 0 to NEW METAL STANDING SEAM ROOF,BY OWNER �/ J V J NEN 2"STONE VENEER,(RE: SPEC.)OVER EXISTING FRAME 0 DiCC 0 < 12 1 WALL,W/�"STONE GAP,RE: DETAIL N .. .. :..:..•. .. : , O NEW 2,6 GA REGLA BASE FLASHING,RE: SPEC. 8 DETAILS w LL r 1 ........... © NEW METAL CHIMNEY G SPEC. 4 DETAIL 1 IB P / O41) W 1. •.. .. :,��.; .>: ::.,:.::,.,' :;::"z..;: ,.:.:'>.:`� '• ;''':"::.�:_ TR,uGTa,TREADS ■ I REPLACE STAIR STRINGERS(RE: 5 > ¢ (GRIPST UT PROVIDED BY OWNER),HANDRAIL(MATCH — 0 i© SSS-SSSSSSSSSSSSJLrLFssssssss V_SSS�SSJ LF_ 1 EXISTING) 4 4"SLAB W/TURNED DOWN EDGE,RE: STRUGT. r Q 5 NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB LLLLZZ LJLLLL -11_1_1_-_1_1_�LLLLLLL�LLLLL LL LLLL _LJL _LLLLLLLLLLL O O NEW2" STONE VENEER,(RE: SPEC.)OVER NEW CMU COLUMNS, l - - --^ - / (RE: STZUGT.) W/4"STONE CAP,RE: DETAIL I ��� ■���� ������ _ - -11_17[11_711-_1_1_1_1_11-_ _ _ �� 1� I1 BALUSTERS: RE: DEMO PLANS - \ -- - - - --- - / _ �� ° :. u u z-,- Ib NEW STAMPED CONCRETE SLAB,RE: ST2IUGT. I �� Ull d '- ,-_ ia . T■■T-_ TTTTU TfT_ ■_ ■■■■■■■■■T- - ■■■■■T 0 ,di� p) H Hi\-vil-_ li — �� = la NEW 2x8 RS CEDAR BELLYBAND,RE DETAILS ff SPEC. �i '"""-""" rs rilill_g00ISTIN6 S S TO MAIN•NO U.N.O. NO ST: ' A �vEX LAB RE WORK AMPED ,. - . : CONCRETE. _ _ _11 ,.. . ■ ■ I NEW ROOF TO WALL FLASHING RE: DETAILS NOTES 4 SPEC. UJUJL 1_ 0r ©COPYRIGHT i I i i Victor Mark r�FURR OUT WALL AT STONE,RE: ELEVATIONS,DETAILS 1 STRUGT. i 7 2 2 i Donaldson r 1 _ / r .. , . ... � _ . : .. ...•:.........::. Architects LJ. .. :.;. .•.. :. .: ..,...... . All Rights i .:... .._ ., .. . � is r z zz . .. .. ....:.. ...... ... .. .. i i � .. .. . ........ .. .. .. . ._ �.` Reserved i 0 ■ . ...... .: .... .. � SENERAL NOTES , L I .._ ":::'..::: ALL SOFFITS AT ENTRIES SHALL BE Ix6 TGG BLUE STAIN PINE r REVISION .IF MIME ALL GRAWLSPAGE VENTS TO REMAIN Iik 0 Ili • CONTROL JOINTS: REFERENCE ASTM C 10,63 REMOVE $ REPLACE ALL DRYER a BATHROOM VENTS,RE: SPEC. • 7,10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED CTO EACH SIDE. — 0 7.11.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE _.--.--- _ DATE 03/1412017 PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH AFLASHING DETAIL NOTES: FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE A------ST _L_ X AT I O N • ALL HIDDEN FLASHING SHALL BE MINIMUM 26 GAGE GALVANIZED METAL. 1 1 SO,T- = _L= VAT I NOT LESS THAN IS N. OR A5 REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND • ALL EXPOSED FLASHING SHALL BE 26 GAGE RECLA, RE: SPEC. JOB NO. 6 0 SHALL BE IN CONFORMANCE WITH 7.10.1.4. / SCALE: I / 4" = I' - O" • 2015 IBC, 1405.1012,1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR O / SCALE: I / 4" - I' - O" 111.4.1 CONTROL JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN FLASHING OF A MINIMUM 0.014 INCH OR 26 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM NEW / WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT AND TO DELINEATE AREAS NOT MORE THAN VERTICAL ATTACHMENT FLANGE OF 3 INCHES SHALL BE INSTALLED TO EXTEND NOT LESS 100 FT2 FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. THAN I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ELEVATIONS 111.4.2ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED lb FT IN EITHER DIRECTION OR EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. A LENGTH-TO-WIDTH RATIO OF 2:2L TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. • 2015 IBC, 1405.10.1.5 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER 111.4.3 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. ABOVE PAVED AREAS, OR NOT LESS THAN INCH ABOVE EXTERIOR WALKING SURFACES SHEET N0. A2 . 1 111.4.4 HALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 CONTROL JOINTS. THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL.