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HomeMy WebLinkAboutDRB16-0315_A4.4_1478908218.pdf 0„,. ... . � rn DRB APPROVED 8/9/2016 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 BERG 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 ARCHITECTS, 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 hans@berglundarchitects.com www. berglundarchitects.com A (13) o D GO O co 6'-95/8" 7'-03/4" 2'-51/2" 23'- 107/8" 22'-0" 3'-83/8" Lim ir /r ir ir ir ir /r 0 1 1 1 1 WOOD FRAMED WALLS, FLOORS,AND, AA5.5 A5.4 A5.7 ROOFS AND COLUMNS SHOWN WHITE WITH SOLID BLACK LINESINU elm / / / / ANEW DECKING SHOWN WITH DIAGONAL HATCH Q 7*.- 44 - • , . CONCRETE WALL SHOWN WITH HATCH 0wpws Z � O O EXISTING WALL Ill Ce M 0 ® = = EM NEW WALL I— T.O. 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J .. ......... ' li i � % j % / // �/ % % /7 / 1% % / N J ce r �I 205 205 AlI _ 11\ I_ `■ 17 22 `110i . PROPOSED 6"STEPS O M 'ESSn WI .� J MATCH EXISTING IflI• iii` ' 4::t III OVERHANG TYPICAL INN � n MATCH EXISTING OVERHANG TYPICAL r�® '��IIIIiiLPiiii" PROPOSED NEW SHED ROOF OVER ENTRY UPPER LEVEL F.F. ® m'IIIIIIII■IIIIIIII■IIIIIIII■Illllll�llllllliii��lr�r�_i_I�il�i■�Y�Ir�I�_- T.O. EXISTING STRUCTURE @ 8269'-3" 8270' - 4 1/2" I I i 1 II !��—i�������� •■======�• =�====.•■===� �EMIEFEIENIEMEA N Ds REVISION SCHEDULE ,. I■.® ll'il� PROPOSED NEW WALKWAY FROM DS I-r�n �� i i © # DESCRIPTION DATE WEST DECK TO REAR DECK 120 120 121 121 116 �� 15 15ISI �� 15 15 .1 - 581 III' I '� - ��i 1 I 1-1 01 Asphalt shingle _ �� DS ® TIN\ \ J / / 100 1zz imilliDS il IILL- 8A roof to be used ©imm m.t ii i �C� i li `c ° moi_ IMO' I � A instead of II I� I IP I IIIIlimetal roof. ������� 1111111 -�IllirnuLl .. il 1 , 1 1, I _ MAIN LEVEL F.F. I 1 ����� i�■■■ � � �� 8261' - 4 1/2" 6 PROPOSED LIGHT FIXTURE ` SEE SPEC. SHEET FOR DETAILS i‹ ,,, 006 ,,,23 1 :_ 1 � PROPOSED LIGHT FIXTURE SEE SPEC. SHEET FOR DETAILS D-3 , ‘ in EXISTING I WINDOW WELL EXISTING RAIL TO REMAIN AS-IS — LOWER LEVEL F.F. 8252' - 4 1/2" PROPOSED 6"STEP TO MEET EGRESS REQUIREMENTS Approved Plan Changes Issue Date August 3rd, 2016 OEAST ELEVATION Drawn by AH 1/4" = 1'-0" Checked by AG Scale 1/4" = 1'-0" ELEVATIONS N O 0' 2' 4' 8' 16' A141.41 CO N M c0