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HomeMy WebLinkAboutDRB16-0333_A4.1_1478901122.pdf OOF1.0 0417 LW! DRB APPROVED 8/12/2016 12:00:00 AM GENERAL NOTES: MATERIALS 1.)ALL WINDOWS TO BE REPLACED WITH NEW METAL CLAD WINDOWS, SIZES 1. 3X3 CEDAR TRIM ADJUSTED AS NOTED 2. 8X8 COLUMN 3. 8X12 BEAM 2.)ALL SIDING TO BE REPLACED WITH NEW RECLAIMED WOOD SIDING 4. 6X10 RAFTER B E RG L U N D 5.NEW STEEL HANDRAIL. SEE DETAIL @ A6.3 FOR MORE INFO 3.)ALL DECKING TO BE REPLACED WITH NEW DECKING 6.NEW WINDOW-NO EXISTING WINDOW©THIS LOCATION ARCH ITECTS, LLC. 7.REPLACEMENT WINDOW WITH LOWER SILL THAN EXISTING 4.)ALL TIE RETAINING WALLS TO BE REPLACED WITH BOULDER RETAINING 8. REPLACEMENT WINDOW WITH HIGHER HEAD THAN EXISTING WALLS 9. LINE OF EXISTING WINDOW 10. STUCCO TO BE PAINTED 5.)WINDOWS WITHOUT HEAD HEIGHT CALL OUTS ARE 11.VERTICAL WOOD SIDING TO USE EXISTING R.O. HEAD HEIGHT 12. NEW ASPHALT SHINGLE ROOF 13. EXISTING STONE VENEER US Mail Only: P. O. Box 2378 6.) RUN ALL DOWNSPOUTS BELOW GRADE TO DAYLIGHT A MIN. OF 10' FROM 14. REMOVE STUCCO AND REPLACE WITH MATCHING WOOD SIDING Physical/Fedex: 210 Edwards BUILDING AND PROVIDE HEAT TAPE @ ALL DOWNSPOUTS AND GUTTERS 15. SNOW FENCE Village Blvd, Bldg A Suite A103 16. PROPOSED DECK COLUMN Edwards, Colorado 81632-2378 17. NEW STANDING SEAM METAL ROOF (970)926 4301, Fax: 926 4364 hansCa)_berglundarchitects.com www. berglundarchitects.com O 0 © 4 © WOOD FRAMED WALLS, FLOORS, AND, ROOFS AND COLUMNS SHOWN WHITE WITH SOLID BLACK LINES 15' 10 5/8" 15' 10 1/2" 18' 7 3/4" 3' 6 7/8" / / / / I REBUILT DECKING SHOWN WITH DIAGONAL HATCH IJ- li a CONCRETE WALL SHOWN WITH HATCH 0 I- 1 1 III 0- A5.1 A5.2 1 1 EXISTING WALL Q A5.3 A5.8 NEW WALL (11) ws Q 41. [ _ _ ] DEMOLISHED Z 0 0 r-_-!-!-!-!.!-!-!-1 MODIFIED EXISTINGIII w M 0 WALL TO ADD INSULATION, .+ 1 VAPOR BARRIER, 0Z J DRYWALL+ ELEC. Q 11 0 T.O. EXISTING STRUCTURE @ 8286'-9" �S( ) ETC. Q aly CO (9 w. > 7----;iniTh--- 11*** MI ET: U.I 2 _10:1 co- il* __12 .1111 T.O. EXISTING STRUCTURE @ 8283'-3" '_a 4 C Ce Ce 14 .4161-- // ____Iiw,___71._ Em iiil I- w :-.- , ---.4...an.m411 0- 0 i Ci r= CQJ 261 261 X01 261 Oco T.O. EXI TING TRUCT RE 8278'-5" /S S u @ _ 11 r I/ It r -I '11"'1111i1"`�'11` 1IIIIII4P _ T.O. EXISTING STRUCTURE @ 827T 4" IX CNI .1 DSDS 0 z N = J 105A 105A a 105 9B 9B 9B ��0 � O ;0 . ® 20 9_) rmiiHrir _ .__. - ® h, IIII �-/ iiiii DS Q 13 201 `- MATCH EXISTING 3 - N N iv I _ OVERHANG TYPICAL IM tD��br -----f \ 1 I. w PROPOSED NEW SHED ROOF OVER ENTRY a� _1r '�iII .4,Li M IO 1�� _ _ L5 II_ UPPER LEVEL F.F. Alk '' 11: 8270' - 4 1/2" T.O. EXISTING STRUCTURE @ 8269'-3" _� 1 1 J 3 I REVISION SCHEDULE wur Ow- II /0 0000, 105: 1051 051 I�:: I , I� 110B 10B 10B 1 OB . wool i tk- # DESCRIPTION DATE 41111111111.111. ; I / DS / / N I N N DS . I •I 16 PROPOSED LIGHT FIXTURE I oo /, 10313 ,\ iiiSEE SPEC. SHEET FOR DETAIL 1 . 3 New windows 8/11/16 I ® 20 ® [ - 8A fi '.J 105: 1058 05i to be placed on a EXISTING RAIL 104 ® I I 11B 11B 11B IU m . TO REMAIN AS-IS \ / N / o t -� elevations. _ rli "7 [ - T 111 �- - -��111 -1_� 111 I�����__� N' 1111 11011X111 ILII II �A�II��I�I� �II�A�I���� ��III�f�1�1� 11 �I� I� I� �� _ MAINEVE .F_ uiIusrii1T.SI �_I��a� ��.�■ri■��. ..� .r_ AL 1 11!11111 ttttl�/�1II1lII�i�� ► - I- 8261' - 4 1/2„ ',‘ ': � - 10 STEEL STRINGERWITH'-" I 16 STONE TREAD RISERS "'.± ►. .�.��I SEEA6.1F ; i "] �� X11 I `�"-" MIMI - PROPOSED C CHANNEL 111 '', HEADERS OVER GARAGE DOORS NEW CONCRETE STAIRS WITH FLAGSTONE PAINTED TO MATCH WINDOW COLOR TO REPLACE EXISTING STAIRS, SEE A6.1E -- - - Ifl 1 =1 C - - - - - ` T;;_ . LOWER LEVEL F.F. 852' - 4 1/2" EXISTING GARAGE DOORS TO REMAIN AND BE RESURFACED/PAINTED PROPOSED LIGHT FIXTURES SEE SPEC. SHEET FOR DETAILS ONORTH ELEVATION Approved Plan Changes 1/4" = 1'-0" Issue Date August 11th, 2016 Drawn by AH Checked by AG Scale 1/4" = 1'-0" ELEVATIONS 0' 2' 4' 8' 16' A14'. l N