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HomeMy WebLinkAboutDRB17-0058_A4.4_1488999780.pdf No °FP4 .4 .,T7 6 1 14717 DRB APPROVED 3/8/2017 12:00:10 AM I GENERAL NOTES: MATERIALS eric Johnson 1.)ALL WINDOWS TO BE REPLACED WITH NEW METAL CLAD WINDOWS, SIZES 1. 3X3 CEDAR TRIM architect, p.c. ADJUSTED AS NOTED 2. 8X8 COLUMN 3. 8X12 BEAM 2.)ALL SIDING TO BE REPLACED WITH NEW WOOD SIDING 4. 6X10 RAFTER 5:NEW STEEL HANDRAIL. SEE DETAIL @ A6.3 FOR MORE INFO 3.)WEST DECKING TO BE REBUILT 6.NEW WINDOW-NO EXISTING WINDOW @ THIS LOCATION design ' 7.REPLACEMENT WINDOW WITH LOWER SILL THAN EXISTING 4.)WINDOWS WITHOUT HEAD HEIGHT CALL OUTS ARE 8. REPLACEMENT WINDOW WITH HIGHER HEAD THAN EXISTING construction TO USE EXISTING R,O, HEAD HEIGHT 9. LINE OF EXISTING WINDOW solar 0. STUCCO TO BE PAINTED 5.) RUN ALL DOWNSPOUTS BELOW GRADE TO DAYLIGHT A MIN. OF 10' FROM 1. VERTICAL WOOD SIDING specialist BUILDING AND PROVIDE HEAT TAPE @ ALL DOWNSPOUTS AND GUTTERS 2. NEW ASPHALT SHINGLE ROOF 3. EXISTING STONE VENEER 4. REMOVE STUCCO AND REPLACE WITH MATCHING WOOD SIDING P.O.Box 2088 5. SNOW FENCE Vail,Colorado 81658 6. PROPOSED DECK COLUMN i Tel: 970.926.5292. 7. NEW STANDING SEAM METAL ROOF I Cell: 970.390.6698 ejarchitect@aol.corn ejarchitect.corn A B 4E) D CO (--..) 4I) i .. mEmila- WOOD FRAMED WALLS, FLOORS,AND, LL 6'-9 5/8" 7'-0 3/4" 2'-5 1/2" 23'- 10 7/8" 22'-0" 3' 8 3/8" ROOFS AND COLUMNS SHOWN WHITE WITH SOLID BLACK LINES if -f 'r -r / REBUILT DECKING SHOWN WITH DIAGONAL HATCH 1 1 1 1 wyjammijm CONCRETE WALL SHOWN WITH HATCH A5.6 A5.5 A5.4 A5.7 11J CL 1 D I D EXISTING WALL Q C f�. .. _ .... - -i , its$ Z 0 G5 0 . . :.. . ..,.. - - NEW WALL ' INU W et) Ca) .:' - _ ,� I-, t.,- 0 C _ DEMOLISHED 12 I :�:����g���:���:�� MODIFIED EXISTING 0 Z I- .+ �_ 1 _ „ WALL TO ADD @ �, - -,,,,-- --1,------ ,�_. L - d.- - - �+•- ..w.... - ..r.-..,,.!, m_: 1 ,,,{ _a a��, �-` INSULATION, T.O. EXISTING STRUCTURE 8286 -9 •Bli11. - - -_ :.-.[: z- o -Pr- "ll, = - ��,,f. � �a s� �I I fan ' 'i ', �� • .: VAPOR BARRIER, Q - � . •..I"w � ,.� -i__---1 .� r. -- _�_r_ l -_- ;--_..... - - �. ,_._,r,_ --'---r .r I ' _15 L+ -. _ - AL ELEC. , DRYWALL __+ - ° ( _ � ETC. co e, > :' :. -� LIU M D3 Cc'," I ". T.O. EXISTING STRUCTURE @ 8283' 3° ._� _ . �,_ . ._ . �. _ 0 - W W Ilk • INN ', ''tz--i- ----1' --j---:rt-- 1-- I 1 Ls.,_,L.Ta. -1-..'--...L ' - ij,. ' - "th I 't',1 i---,;LLT .3-11:7-t-ri.:;11-. r is T , �1 1 L. 1I I - "! - mNM lamEal LU (s) fit e • -w- , i �1..__. ...., .,=m�.,,..-. 1--- -1---.� - m,:..:. .r..� ym�-r-�I." .Y-- a,-P•.^ ....1,_ _._-r->(. .-...,.rs- - t� __�.- �. -...--,�ti a�..,�-.-'-2-7----:,----Z:-:':-:----., _i--:=moi.-.,..- -1-..,._, -�:.._a;__� -_�1 -1 I-_-1 I -�--10 0 illiumi kall ��®j 4 II II 205 205 205 � 17 22 17 I PROPOSED 6" STEPS TO MEET EGRESS i , m • _ 1 ( \ @ INTERIOR l 1 � 17 -#r. IBM111111111 l ®' 1 j'. . t MATCH EXISTING 9ti J '. r1 IOVERHANG TYPICAL � .�J - S MATCH EXISTING ilk 1-..-------)===,.... c=2. , `� I OVERHANG TYPICAL Ai �.■ ,-�`� ■ ,_ i - - 3 - I ,f;" • . • _ PROPOSED NEW SHED ROOF OVER ENTRY UPPER LEVEL F.F. I �- +�. --- ---- --- T.O. EXISTING STRUCTURE @ 8269'-3" A8.1 $270' - 4 1/2" ¢ „ �,/ °' ° tv I� �f © r al - �� 111111111ll1- �s REVISION SCHEDULE PROPOSED NEW WALKWAY FROM 'alp i■� /--J1 \ / \ 120 .20 �I i / .1:1:v I 'I © / # DESCRIPTION DATE WEST DECK TO REAR ECK IQ , N / 15 15 121 - \, ^� i - 116 _ �� \ / \ I� 5 581 ii _ _ r 2 \ / it i r DS / 1� �� A8.1 r \ 'ED . ,, t i� � III ISI r.ii 1 - 1 ■i A8.1 4� � � MAIN LEVEL F.F. �. �� IM dill= EJ_��e. f'� 11111E1111111/ i 6 I r� ® (: �' IIN hi. IO 8261 4 1/2" 1 �`'1� _A8.1 PROPOSED LIGHT FIXTURE SEE SPEC. SHEET FOR DETAILS 236 „ ,-* 5 • A8.1 PROPOSED LIGHT FIXTURE \ SEE SPEC. SHEET FOR DETAILS , -, n �] a o `'' A8.1 EXISTING EXISTING RAIL TO REMAIN AS-IS s'� a I I I I INDOW WELL `.H , o - - - - - - - - - - - - - F - - - - -- - - - - - - - LOWER LEVEL F.F, ,; r 1 8252 4 1/2" PROPOSED 6"STEP IN BEDROOM o: TO MEET GRESS REQUIREMENTS "''' ;`I ',;, . `o_ :" i '' tt Y p e ® a •,to k:''' OW a +may" tt .: - U II. 1 BUILDING PERMIT SET Issue Date August 26th, 2016 EAST ELEVATION „. ,, AH O Drawn by 1 . _ 1/4" = 1'-0" Checked by AG Scale 1/4" = 1'-0" ELEVATIONS -1-f-----R___ k (.0 0' 2' 4' 8' 1 6' A4 4 o N