Loading...
HomeMy WebLinkAboutB17-0040_A2.1.pdf EXTERIOR COLORS $ &V in V ATE l ALS LEGEND , F=� F= \ New wood sidingshall be real wood per DRB COA. 0Q�7 __ _A0 r':. NEW CEMENTITIOUS STUCCO SYSTEM (TYPJ, RE: SPEC 03/ 9/17 - _ t -_ 0 7 STUCCO SYSTEM NOT TO BE REMOVED, INTEGRATE W.R.B. _ ® / W/ NEW STUCCO SYSTEM, APPLY 5TO RESTORE (FINISH $ x - 1- REPAIR) OVER STUCCO TO REMAIN (NP.), RE: SPEC — F- F- \ - _ a — _ O NEW WOOD SIDING: RE: SPEC. VICTOR MAK 8 , �— O NEW 2Xb R5 CEDAR WOOD TRIM, RE: DETAILS $ SPEC. D O IZI A L RD S O N 0 A61 - _x0 - L © J O NEW,6X6 RS CEDAR COLUMNS, RE: STRUCTURAL 0 0 ll JJ 0 O NEW,bx2 DOUG-FIR RIDGE BEAM, RE: STRUCTURAL = T I ® 0 NEWbxl2 DOUG-FIR HEEL BEAM, RE: STRUCTURAL j I O NEW,6x12 DOUG-FIR ARCHED BEAM, RE: DETAIL © 1. .._,. — STRUCTURAL © �WriF40 61 7. ,� � �as ,, ,o1 3 _ 0 4 EXISTING ROOF TO BE REPLACED BY OWNER, WORD. + �~ �, = +*2 �'�=1� ; M/ FLASHING TIE-IN AT WALL /CHIMNEY ' s-- •��� - M II ARCHITECTURE j 3 PLANNING i ,_�� j = © io NEW METAL STANDING SEAM ROOF, BY OWNER © T -06'4 � A— i _ i ,� _ a INTERIORS /(� I __- r� ; O WALL W/2'�STONEEGAP, RE: DETAIL OVER EXISTING FRAME � 7/ �.. �— �� SINCE 1977 +0" I ___-: 1 01 mbrieswie - , _ I1L � i- Jim, I + " O NEW 2,b GA RECLA BASE FLASHING, RE: SPEC. $ DETAILS 41) — i +.2" r — '� � ,. o ARCHITECTS Mr===.' = -_, ii _ ' - +2„ _ --2„ _ 1 i3 NEW METAL CHIMNEY GAP, RE: SPEC. $ DETAIL © -- + „ +O" 90W BENCHVARKROAD 0 ,--,- — — E: r 0 = r 1 0 • • REPLACE STAIR STRINGERS (RE: STRUGT.), TREADS 1 ,,, �, - O' is • • �¢ (GRIPSTRUT PROVIDED BY OWNER), HANDRAIL (MATCH SUITE 2 0 7 o 1 = Il II ri'� �� - - I EXISTING) 4" SLASH/ TURNED DOWN EDGE, RE: STRUGT. —_ _ ,�_ - l Ni2r4.") — ;;-=_�-- - - / - — — +2 [IN l— - •1 �5 NEW STAMPED CONCRETE OVERLAY OVER EXISTING SLAB " O X 0 0 o _� —+4„ 9. - n _� ” o - - „_ - AVON C 0 816 2 0 �_— A _ _ — — , ,� , ,_ O NEW 2 STONE VENEER, (RE: SPEC.) OVER NEW GMU COLUMNS, f L�� r —�� - - al 1Mr_ I. —�-�� — _ - - � , ���r Vii— _ - - �� 0 (RE: STRUGT.) W/ 4" STONE GAP, RE: DETAIL� _ - - _ - -lag— --- _ -� — m� - _ - _ _ - x — 910 , 949 , 5200 © 0 A,.I ms�4i.� �.��— __ - _ _ ,, ��.�� chrisj@vmda, com 0 —.r r __ ' _ 7 IIMINEM l—11111.11a.-M14111111r1I1111161 /1�-.—� — — +� �7 BALUSTERS: RE: DEMO PLANS -6 — ' — ��� gm_ - - - t i ie NEW STAMPED CONCRETE SLAB, RE: STRUCT. FAX 9 4 9 5 2 0 5 WI 0llilli 11 .. \ — I +4" -:�i img -�� - - a NEW 2x8 RS CEDAR BELLYBAND, RE: DETAILS SPEC. S" ��Oct o;. _ —)_ ��n_ —�� �o EXISTING SLABS TO REMAIN;NO WORK U.N.O. NO STAMPED ti‹,' ` 'ti, MEW - - - r- ) CONCRETE. ,l 6.01-....\H \ORT== -------- _ — 0 2i NEW ROOF TO WALL FLASHING, RE: DETAILS, NOTES 4 SPEC. �' �II ' R ON = I' – I' @ 0 FURR OUT WALL AT STONE, RE: ELEVATIONS, DETAILS 4 STRUCT. 1 -. - ;fi r L'- * I� SCALE: I / 4" O t0,n( 1 . 44 c...)\\\Ns., .:„L- n se\4</,` l /` ® — l =_ / = \ 0 M"). 9 — 1 - ) .- - ) - j CO mp _..m.mr__4.1 ort• +2., _ --- it / NEW ROOF TO WALLIIII I ��� FLASHING RE DETAIL ��� iH 7 - • • ,6X18 BEAM ��T �/ e 411111=1111111 ". W 3 " x " GLULAM ' u �. i 0 ' 14\-_ i .....7- 1111Aril—, - bXlO HEEL BEAM = �F1-0 IN,6x6 WOOD COLUMN •I �I 6X12 AR HED $E M o • - _` Q imlw co 1 - 1.1.11 Di CO V U 61111 — 00 w - d Li j IIIftllIIl o AA Et J g I�, `� , ,6X12 ARCHED BEAM , J 79 ° m QQ > ...::. 1 iw....m. _=-4-------- _ u_ 1: Et 1 _+2.. _ I LLI H J - - {i III rn= > ,1 - 1 --- :1- - )f ICC �� illIWAH_ _ ).--' - - - - j_j '- 0 = J o {j� �� _ 4As- - , .A IW _ +211 Ak wwli= w=p 0 _ 0 __), _ +4.. 4m„,_____ AP -------- __1( INUliL 1 CI '-k-i_in CD en 4 ED wife NM — _J- - — D Hy li _Pi , --.— I ilam--- WA-- = - -- :ill' ,_ / IIIIIII .. 1111 Niir -1– ©COPYRIGHT IL MI 716 © 2'-0" 3.. THICK h /, s' 7: +4" ��� Victor Mark SLOPE CAP / I'-O" MIN. STONE BASE J �� ) IiMMENA Donaldson - Architects All Ri hts i0HMI. - � l T � Reserved 0 I Aft W ® , -141416 SLOPE CAP I/8" / I'-O" MIN. 3'_O" — — o ��TDETALI � ILNS 3" THICK REVISION 00 SCALE: I /2" = I' – 0" ENTRY ON EAST SIDE SIMILAR STONE BASE •0''°"..-MIIIIIIIII"'"'"''- CONTROL JOINTS: REFERENCE ASTM G 10,65 ----L----\ \ 7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND DATE 0311412017 ZALE:�T XTI lFLASHING DETAIL NOTES: TIED CO EACH SIOE. • ALL HIDDEN FLASHING SHALL BE MINIMUM26 GAGE GALVANIZED METAL. 7.11.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE• ALL EXPOSED FLASHING SHALL BE 2,6 GAGE RECLA, RE: SPEG. PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH AJ0B N0. 1610 I / 4" = I' – O" • 2015 IBC, 1403.10.12.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE FLASHING OF A MINIMUM 0.014 INCH OR 2,6 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM NOT LESS THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND VERTICAL ATTACHMENT FLANGE OF 3__ INCHES CONTROL SHALL BE INSTALLED TO EXTEND NOT LESS SHALL BE IN CONFORMANCE WITH 110.1.4. NEW NORTH & EAST JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN THAN 1 INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT2 AND TO DELINEATE AREAS NOT MORE THAN ELEVATIONS ACCORDANCE WITH SECTION 1405.4. THE WATER RESISTIVE BARRIER SHALL LAP OVER THE 100 FT2 FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. STRUCTURES. • 2015 IBC, 1405.10.1.3 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER 111.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES A LENGTH-TO-WIDTH RATIO OF 2_L TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE THE ABOVE PAVED AREAS, OR NOT LESS THAN INCH ABOVE EXTERIOR WALKING SURFACES CEILING FRAMING OR FURRING CHANGES DIRECTION. SHEET N O. A2 . 1 THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. 111.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. 111.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.