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HomeMy WebLinkAboutB17-0041_A2.2.pdf No °F kg z 6 93 d5 iCroJ 16. 03/.:/17 \\,, 31V'° mm /RQ3/6„ 0 • VI CTOR MARK DONALDSON o 0 I I I ARCHITECTURE PLANNING INTERIORS iof EXTERIOR C,QLQ S $ SINCE 1977 VATER AL S LEGEND RADI 1S 5.--I-1-AY E7ETAIARCH I T ECTS 0--y SCALE: I /2" = I' - O" Di t . NEW CEMENTITIOUS STUCCO SYSTEM (TYP.), RE: SPEG STUCCO 90W BENCHVARKROAD O 7 W/ NEW STUCCO MSYSTEM, APPLY 5TONOT TO BE EDRESTORE (FINISH, INTEGRATE B. REPAIR) OVER STUCCO TO REMAIN (TYP.) RE: SPEC SUITE 207 BOX 5300 O NEW WOOD SIDING: RE: SPEC. AVON , C 0 81620 O NEW 2X,6 R5 CEDAR WOOD TRIM, RE: DETAILS 4 SPEC. 970 . 949 . 5200 = O NEW bxb R5 CEDAR COLUMNS, RE: STRUCTURAL c h r i s j@ v m d a. c O m _ '� FAX 949 . 5205 O NEW 8)(12 DOUG-FIR RIDGE BEAM, RE: STRUCTURAL l :10\ M O NEW 8x12 DOUG FIR HEEL BEAM, RE: STRUCTURAL (� i 11 j __________) II l - — J _ - O NEWbxl2 DOUG-FIR ARCHED BEAM, RE: DETAIL G ��I' 'TOR I ) l STRUCTURAL s-��. I r O EXISTING ROOF TO BE REPLACED BY OWNER, COORD. D. •SqN !M__Ilifigic- - 1 � J FLASHING TIE-IN AT WALL /CHIMNEY ,r. „,„ , , .... ! . C ..., B - _ io NEW METAL STANDING SEAM ROOF, BY OWNER , •/4, o,! 'S i--; NEW ROOF TO WALL 6iNs,T — —T NEW2" STONE VENEER, (RE: SPEG.) OVER EXISTING FRAME A � FLASHING RE: DETAIL • IN �- �� WALL, W/2" STONE GAP, RE: DETAIL r �''- / \ 6X18 BEAM ' _ = O NEW 26 GA REGLA BASE FLASHING, RE: SPEC. * DETAILS 3 " x 4" GLULAM �� �� 8X10 HEEL BEAM 1 +2° r-\——------•••••• -� �3 NEW METAL CHIMNEY CAP, RE: SPEC. DETAIL OCI �' �i :7" + AM 0 REPLACE STAIR STRINGERS (RE: STRUGT.) TREADS +0" '� — uXx E GBEAM (GR1LACE T PROVIDED BY OWNER), HANDRAIL (MATCH ,6x6 WOOD COLUMN '� 0 6X12 ARS HED BE o o ' j \� EXISTING) 4" SLAB W/ TURNED DOWN EDGE, RE: STRUGT. w `I �{ ��� 8X2 HEEL BEAM Z 17 ' _� ` i� NEW STAMPED CONCRETE OVERLAY OYER EXISTING SLAB w V Et 1111 .1 ..1L1411111 m . �/ II 11111.L_=__ '" NEW 2" STONE VENEER, (RE: SPEC.) OVER NEW CMU COLUMNS, w 0 1117b -= 4 _ ° ° ,- • O (RE: STRUCT.) W/4" STONE CAP, RE: DETAIL w cal ~ '� ° 6X12 ARCHED BEAM ° U LO . -J _ —� n BALUSTERS: RE: DEMO PLANS Z17611m1 _J t®� +2" J Q = O CO I �g NEW STAMPED CONCRETE SLAB, RE: STRUCT. I z Cy1— O F- z — w U Jji_J O �� NEW 2x8 R5 CEDAR BELLYBAND, RE: DETAILS SPEC. W 1 /, Einar j � ' ,6x6 WOOD COLUMN ® EXISTING SLABS TO REMAIN; NO WORK U.N.O. NO STAMPED — _ -1 _ _ —fCONCRETE. 0 DDCC Q0 \/ �, _ i' -i".1111111— _ — _ DiNEW ROOF TO WALL FLASHING, RE: DETAILS, NOTES SPEG. w ill fl _ 5.11i — _ ' i r 0 �FURR OUT WALL AT STONE, RE: ELEVATIONS, DETAILS $ STRUCT. H J / / / 111111111=11MOMI V_ ill / / \ \ \ / / 4 GENERALNOTES z7 7/ / / A ‘n/ ��• - tom_= T' Min 1. — `1- — = ALL SOFFITS AT ENTRIES SHALL BE 1X6 T*G BLUE STAIN PINE > / CCC w MMMEEkiMii. -- _ - IMINI_ IN_ 1..111.111METOT —4 —1' _ ALL CRAWLSPACE VENTS TO REMAIN / C C 2'S 4 `R - _2'-0" 3" THICK \ N (� —' IMIIIIMErREMOVE $ REPLACE ALL DRYER 4 BATHROOM VENTS, RE: SPEC. p d ‘ a SLOPE CAP 1/8" / 1'-0" MIN. / STONE BASE SLOE CAP I/8" / I'-O" MIN. , 11111=1111 1111M_RIMININIIIIIIIIIIIII 5'-0. T p) H Fli i\-4 11" 3" THICK ____.„...eY STONE BASE ©COPYRIGHT Victor Mark -A\DRAIL Donaldson Architects 0 •-•." SCALE: I /_2" = I' - 0" - ------\— ETAU JLNS=<I AllRights Reserved SCALE: I /_2" = I' - 0" REVISION CONTROL JOINTS: REFERENCE ASTM C 10,63 1.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. FLASHING DETAIL NOTES: 1.11.4 CONTROL JOINTS-GENERAL - CONTROL JOINTS SHALL BE FORMED BY USING A SINGLE • ALL HIDDEN FLASHING SHALL BE MINIMUM 26 GAGE GALVANIZED METAL. PREFABRICATED MEMBER OR FABRICATED BY INSTALLING CASING BEADS BACK TO BACK WITH A DATE 03/1412017 FLEXIBLE BARRIER MEMBRANE BEHIND THE CASING BEADS. THE SEPARATION SPACING SHALL BE • ALL EXPOSED FLASHING SHALL BE 2b GAGE RECLA, RE: SPEC. NOT LESS THAN I/8 IN. OR AS REQUIRED BY THE ANTICIPATED THERMAL EXPOSURE RANGE AND • 2015 IBC, 1405.10.1.2.1 FLASHING AT FOUNDATION. A CORROSION RESISTANT SCREED OR SHALL BE IN CONFORMANCE WITH 1.10.1.4. FLASHING OF A MINIMUM 0.014 INCH OR 26 GAGE GALVANIZED OR PLASTIC WITH A MINIMUM 1.11.4.1 CONTROL JOINTS-CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN JOB NO. 1610 VERTICAL ATTACHMENT FLANGE OF 3� INCHES SHALL BE INSTALLED TO EXTEND NOT LESS WALLS TO DELINEATE AREAS NOT MORE THAN 144 FT2 AND TO DELINEATE AREAS NOT MORE THAN THAN I INCH C BWITH EH SEG ION40 FOUNDATION THE HATER RESISTIVE BARRIER SHALLLAP OVER THE IN 100 FT2 OR ALL HORIZONTAL APPLICATIONS, THAT IS, CEILINGS, CURVES, OR ANGLE TYPEACCOENTRY DETAILS EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING. 1.11.4.2 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT IN EITHER DIRECTION OR • 2015 IBC, 1405.10.13 CLEARANCES. ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER A LENGTH-TO-WIDTH RATIO OF 2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE THE SHALL BE INSTALLED NOT LESS 4 INCHES ABOVE THE EARTH, OR NOT LESS THAN 2 INCHES CEILING FRAMING OR FURRING CHANGES DIRECTION. ABOVE PAVED AREAS, OR NOT LESS THAN INCH ABOVE EXTERIOR WALKING SURFACES 1.11.4.3 A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. EXTERIOR WALL. 1.11.4.4 WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED A5 CONTROL JOINTS. SHEET NO. A2 .2