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E <br /> ES . <br /> r H4111 <br /> - - "/ ?? gx€10 <br /> IQ i Eg3 <br /> r-- ; i;ii;i1;1 <br /> ,E 1 <br /> X <br /> O1=g 1>$ <br /> �B-' o; <br /> 12 <br /> DB@10-6PER ENG. / r-10" y w w m E I a <br /> 8 I <br /> 0——� ILINEOF PITCH BREAK <br /> TRUSS n <br /> SHAKE SIDING - "1' 6'ANGLED TRIM CA <br /> 10-6 PLATE // (TYP.) �IIIII1h (TYP.) a+ <br /> -� 6'FASCIA(TYP.) , .II��IIII�II► 12 - _ 1�1 <br /> 12 ILII Milk 10 E 14'-12'PLATE <br /> Oj <br /> 1 10v dII�1 II�IIII. 1 @DORMER <br /> T <br /> 1 4'FRIEZE(TYP.) ` ILII)' ' .lIIIII\ <br /> ����'''/' 1 <br /> ' 1-63-OFX@14'-8' /.1�IIRIE1111= = INIIIIIa.. 1YX24'LOUVE(TYP.) SEE DORMER II <br /> „,, ! (BLACK GLASS) r1111111IIIII = III�IIII1�I\. e ® DETAIL M <br /> METAL DRIP EDGE „„ „„ - �Q_IM1111Q_FMlrll. : W <br /> 161/7 I <br /> 1 10'-O'PLATE IIIIIrIIII. 4.TRIM(TYP.) - - 10'-0'PLATE <br /> L ` / SOFFIT MATERIAL m W/6'HEEL III I I I I I I - ill•I I ••I,I` — _ W/6'HEEL 17. <br /> 6'FASCIA— �� ,� 1 SEEBRACKET X11: <br /> �' DETAIL '_Q U U U Q U Q U Q U Q Q Q R II Q II _._ I, <br /> SEE CORNICE b <br /> / 4'TRIM SEE TRELLIS _ M DETAIL <br /> ii :ti2 ji <br /> 2X6 SUB FASCIA , / Is, DETAIL �a <br /> FRAME DB AREA / <br /> SOFFIT MATERIAL EQUAL TO COLUMN HARDBOARD 8'ANGLED TRIM M... I <br /> SOFFIT MATERIALM..M <br /> Y FRIEZE BLOCKING AS // (TYP.) b — <br /> 6'TRIM a v,,, <br /> REQUIRED �/ SIDING W/6' �■�7 IIIII IIIII IIIII IIIII IIIII IIIII IIIII I� <br /> TRIM(TYP.) ��I.- --I <br /> `, LIMESTONE 0 <br /> IIIIIIIII IIIII IIIII IIIII IIIII IIIII IIIII _® .® CAP(TYP.) V 0 N <br /> 2'TRIM OVER 4'TRIM > -- <br /> DORMER DETAIL STONE(TYP.) Me_ 1111—I$-11111 1111111111'1111111 IIIII e : — — 9_- 9 �� a N <br /> TAPERED COLUMN 1Y __9'_F1R$T FLOOR • - •ca■ IN•dd• Q_FILSTF_MFL__� 0 d QZ <br /> SCALE: 1/4"=1'-0” :0 1111 11111 11111 11111 11111 11111 1111111111 :—lM.altH.cm', 11 M <br /> ARCHITECTURAL DOOR(REFER TO 4'TRIM(TYP.) S • <br /> COMMUNITY SPECS FOR TYPE AND STYLE) i <br /> FRONT ELEVATION"A" co <br /> 18' r 10' 12"' <br /> 5• <br /> If <br /> M g SI <br /> I I kr ( <br /> 4'TRIM OVER 6'TRIM > g- , 4 <br /> 1.P :‘ I . r ZO <br /> ! E.8 A O <br /> LIMESTONE CAP > N _ <br /> ll I r,Y,Y, 10' <br /> ✓ l_ <br /> ■ to LIJa <br /> (--7 , -__- __. <br /> —_ I1 14' W i <br /> APPLIED STONE ' s - 6' 15' , E1 N O <br /> (-- TRELLIS DETAIL 2 a6 cc W O <br /> SCALE: 3/4".1.-0" ep a Q CCZ <br /> _-N � + O <br /> J <br /> !� • �� 10'-0'PLATE 10'-0'PLATE <br /> O 0 O <br /> l 0. TYP.PLATE HEIGHTS W/6'HEEL I W/6"HEEL O M <br /> J NOMINAL ACTUAL CO <br /> N <br /> r 1 8-0 PLATE 8-1 1/8 — _ <br /> l J ,�� 9-0 PLATE <br /> 9-1 1/8 - — _ 6'TRIM(TYP.) <br /> ..as - 4'TRIM <br /> 10-0 PLATE 10-1 1/8 SURROUND(TYP.) <br /> 0-O F.F. —, • — N 11-0 PLATE 11-1 1/8 - <br /> _ _ FR.DR. <br /> \ 2ND FLOOR PLATE HEIGHTS TRIM G(TYP) SOUTH <br /> FYPON1 i -(W/18"FLOOR SYSTEM) 22_A <br /> BRACKET 19-0 PLATE 19-8 1/4 `L <br /> 7: <br /> BKT7X11X3 FLOQFJ_ ____g'FjR�TFL4Qg__ E78LV�1 <br /> OR EQUAL 20-0 PLATE 20$1/4 <br /> CORNICE DTL. 21-0 PLATE 21-8,a BAYER <br /> SCALE: 1"=1'-0" 0-0 F.F.=FINISH FLOOR STEPS VARY <br /> BRACKET DETAIL ` SUBFLOOR , REAR ELEVATION PER GRADE MINNIAPOLIS <br /> SCALE: 1"=1'-0" % ST.PAUL <br />