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HomeMy WebLinkAboutB17-0038_A2.1.pdf a 17 0 = ® X40 k 4 ,t- �F-� , ' leo m 031.•l17 ONIMMI -- -- ail r - rJ Z — 0 — \ 1I © VICTOR ONARK SON 8 SIM rI 0 A6.1 ■ ® 0 — 0 1 1 ���, �..::: I 4 m�� A6.1 - , -� I — - b © `I Illir / 'DIM a - _ __ , �� O © ��� � - �' - ter! 3 A6.1 ARCHITECTURE ii — / =—� a ,� r�l� 'a 1 0 PLANNING +0" � ��..� +o" , , INTERIORS --*---'11111- ice' : _ �i_m_ SINCE 1977 I� Q: . . : �I m [ 1 ARCHITECTS r_ New wood siding shall be real wood per DRB COA. o - - N BEN „2„ipm = '-- SUITE 207 ilkII L1ji'. ii � AT'ZALS LEGEND o �-- '�� . I L : : . p AVON 81620 � MIT - - �-� ��i� �� -_ r �� - �ti���i��- _ �� . L J - -, - O NEW GEMENTITIOUS STUCCO SYSTEM (TYP.), RE: SPEC LJ - _ 970 . 949 . 5200 Ill � .�� _ __A 'C-- �_ II�I ��—� � _ �� 2 rAVIN"0SYSTEM NOT TO BE REMOVED, INTEGRATE W.R.B. T � _ EW STUCCO SYSTEM, APPLY STO RESTORE (FINISH $ c h r I S j@ v m d a. c 0 m A7.1 © © - A6 I -_�- REPAIR) OVER STUCCO TO REMAIN (TYP.), RE: SPEC FAX 949 . 5 2 0 5 0 0 w 1© r 41) O NEW WOOD SIDING: RE: SPEC. 3, T E — © O NEW 2X6 RS CEDAR WOOD TRIMRE: DETAILS $ SPEG0 R H ,__V A T 0 = - E _ — 5 NEW,6>0R5 CEDAR COLUMNS RE: STRUCTURAL �°r �f�SCALE: / 4" = I' - = �T �=� T O -.A + , SGALE: I / 4" = I' - O" O NEWbx12 DOUG-FIR RIDGE BEAM, RE: STRUCTURAL D O NEW bx12 DOUG-FIR HEEL BEAM, RE: STRUCTURAL ,SVS.., U\\\ 'Cr 0 O NEWbx12 DOUG-FIR ARCHED BEAM, RE: DETAIL D jW� ter' L/F=A ,� STRUCTURAL " "'✓` C C 13O EXISTING ROOF TO BE REPLACED BY OWNER, GOORD. - - P - - FLASHING TIE-IN AT WALL / CHIMNEY _ - 0 ,_ i0 NEW METAL STANDING SEAM ROOF, BY OWNER Oa � - _�� NEW 2" STONE VENEER, (RE: SPEC.) OVER EXISTING FRAME \ 0 WALL, W/2" STONE CAP, RE: DETAIL H LLJ 0 I - z v > O NEW 2b GA RECLA BASE FLASHING, RE: SPEC. $ DETAILS W L J 1 13 NEW METAL CHIMNEY GAP, RE: SPEC. $ DETAIL w IIM� CO ~ REPLACE STAIR STRINGERS (RE: STRUCT.), TREADS 0 U/ D CO I 0 ' (GRIPSTRUT PROVIDED BY OWNER), HANDRAIL (MATCH Z LL 1.0J EXISTING) $ 4" SLAB W/ TURNED DOWN EDGE, RE: STRUCT. _ n = 0 CO - r 1 i5 NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB z zC:( w 0 ONEW 2" STONE VENEER, (RE: SPEC.) OVER NEW CMU COLUMNS, w 0 D (RE: STRUCT.) W/ 4" STONE CAP, RE: DETAIL - 0 J 11 p = OD QUQ 0 1 - 0BALUSTERS: RE: DEMO PLANS is Lu ® 0 0NEW STAMPED CONCRETE SLAB, RE: STRUCT. J X -m.II Q //A r// t _ �� NEW 2x8 R5 CEDAR BELLYBAND, RE: DETAILS $ SPEC. > j I� %�, I // - O m @ EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPEDICC / © % CONCRETE. j u F 2D NEW ROOF TO WALL FLASHING, RE: DETAILS, NOTES SPEC. / / . e -, / f . O @ , 1 FURR OUT WALL AT STONE, RE: ELEVATIONS, DETAILS 4 STRUCT. i__. _1- L_ 1- 1_li t 1B3 [Uili _, I o) 0 �] C� m -- -- - SENE AL NOTES o _I-) H AD RA H \ `/ i 1 �`� T r • \ ALL SOFFITS AT ENTRIES SHALL BE IX6 T$G BLUE STAIN PINE f ��� ALL CRAWLSPACE VENTS TO REMAIN Lf � �_ _ A ! +4" / ) L J Y / " -, _c_________ __ - - I 110 A7.1 ©COPYVictor RIMark Donaldson Architects All Rights © 0 Reserved 1 onAL REST VAT ON REVISION , _ I SCALE: I / 4" - I' - O" A7 I CONTROL JOINTS: REFERENCE ASTM G IOb3 0 _ -0 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND O 4 II TIED AT EACH SIDE. 7.11.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE 74 /� 1/li FLASHING DETAIL NOTES: PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A DATE 0310612017 r FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE 7 O • ALL HIDDEN FLASHING SHALL BE MINIMUM 26 GAGE GALVANIZED METAL. NOT LESS THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND Ab.I • ALL EXPOSED FLASHING SHALL BE 26 GAGE RECLA, RE: SPEC. SHALL BE IN CONFORMANCE WITH 1.10.1.4. JOB NO. 1610 • 2015 IBC, 1405.10.12.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR 7.11.4.1 CONTROL JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN I FLASHING OF A MINIMUM 0.014 INCH OR 26 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT2 AND TO DELINEATE AREAS NOT MORE THAN VERTICAL ATTACHMENT FLANGE OF 3 2 INCHES SHALL BE INSTALLED TO EXTEND NOT LESS 100 FT2 FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE NEW THAN 1 INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN STRUCTURES. ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR ELEVATIONS --- T N EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. A LENGTH-TO-WIDTH RATIO OF 2_ TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE 0� SO.,/TH • 2015 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR SW WALLS, ADHERED MASONRY VENEER CEILING FRAMING OR FURRING CHANGES DIRECTION. SCALE: I / 4' = - O SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES 7.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE ABOVE PAVED AREAS, OR NOT LESS THAN INCH ABOVE EXTERIOR WALKING SURFACES EXTERIOR WALL. THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. 7.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 CONTROL JOINTS. SHEET N0. A2 , 1