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HomeMy WebLinkAboutB17-0038_A2.2.pdf ii: Ill X Xeb 40 kPtP leo11 031,•l17 r VICTOR MARK " DONALDSON 20'-0 13/Ib" / / i\/ / ARCHITECTURE PLANNING INTERIORS -__ SINCE 1977 on RASUS SEAMSET - SCALE: I /2" = I' - 0" ARCH I T ECTS 90 N BENCHVARKROAD SUITE 207 BOX 5300 AVON , CO 81620 970 . 949 . 5200 chrisj@vmda. com I,- I FAX 949 . 5205 4_______ c 1_ _.,,,,i, ...7,7,..:\ M(c- 57 - .."--7 ---inc 4N: -ro:\\\ l IIIIIMM L_____S __. G ri VI',TOR — IA - - -2 )/ `� De O S)N :77 \.,,,r,„,_ '41 NEW! ° IL FLAS +0" T +011- - _,— ��" ,6X2 BEAM M 3 X a" GLULAM � � +2 v 1 i r■i�i _ 3 T x 4 GLULAM bXl2 HEEL BEAM / moi— _ - �� -I , bXl2 HEEL BEAM 111"�' 6X12 ARCHED BEAM ' ' - 6X12 ARCHED BEAM /� .- W ,6X6 HOOD COLUMN � � � - II 144111N111' 446..-- LLI L bXb WOOD COLUMN 2 0 1.0 �. z LL L.L3 J , +2" - - _ +2" J +2� U o0 C o Js ; zZCYHO - - W WU o r - o D ci is. CC —_ 37_74 0 D ICC 0 < r 1 - )— ;_� - �r� - 1 - — - _ _ <r. X --iiQ //1 . — +4" - NIS - -----T - i , > lett - MI \ --,----__) 31=n ---7.,:wws r 161111 --011"' ----ai Mi 1 2'-O° 3.. THICK 4._p.. NU LI -1 I D) � [1 ( SLOPE GAP I/8" / I'-O" MIN. / STONE BASE -/ / SLOPE CAP I/8" / 1'-0" MIN. H J L! U 5" THICK STONE BASE ©COPYRIGHT Victor Mark Donaldson EE VAT ON -TA _ @ ENTR ' Architects All Rights Reserved 0 SCALE: I /2" = 1' - 0" CONTROL JOINTS: REFERENCE ASTM G 10,63 REVISION 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. 1.11.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE FLASHING DETAIL NOTES: PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE • ALL HIDDEN FLASHING SHALL BE MINIMUM 26 GAGE GALVANIZED METAL. NOT LESS THAN 1/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND DATE 03/06/2017 • ALL EXPOSED FLASHING SHALL BE 26 GAGE RECLA, RE: SPEC. SHALL BE IN CONFORMANCE WITH 1.10.1.4. • 2015 IBC, 1405.10.12.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR 1.11.4.1 CONTROL JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN FLASHING OF A MINIMUM 0.014 INCH OR 2,6 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 INCHES SHALL BE INSTALLED TO EXTEND NOT LESS 100 FT2 FOR ALL HORIZONTAL APPLICATIONS, THAT IS, CEILINGS, CURVES, OR ANGLE TYPE JOB NO. 1610 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 18 FT IN EITHER DIRECTION OR EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. A LENGTH-TO-WIDTH RATIO OF_21 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE • 2015 IBC, 1405.10.13 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER CEILING FRAMING OR FURRING CHANGES DIRECTION. DETAIL ELEVATIONS SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES 1.11.43 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. 1.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. SHEET NO. A2 .2