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HomeMy WebLinkAboutDRB18-0221_Approved Plans _1530110741.pdf SYMBOL LEGEND DRAWING LIST . ,thire.lpi,. SECTION NO. 3 1 2 CR . A1.0 COVER SHEET BUILDING , 1120) 1j SECTION CUT a ARCHITECTURAL DRAWINGS DRB APPROVED 2‘1, 6/202018 A2.0 SITE PLAN 12:00:00 AM SHEET NO. / A2.1 LANDSCAPE COVERAGE A3.0 OUTDOOR LIVING PLAN A6.0 DETAILS DETAIL NO. DETAIL CUT Ilk I REFERENCE GRID LINE SHEET NO. / v Issue Date : 05 -09- 1 w DETAIL CUT O SPOT ELEVATION T.O.PWD. , . BERGLUND ELEV.100'-0° % SIM. SITE ELEV.=116'-0" 0�w w w E:7�� • ° ARCHITECTS, LLC_ EXTERIOR ELEVATION 4iik DRAWING REVISION — 0 YAM _C tj A4.1 1111111/4\ �WIP :, : Oa iiii:T \NI , Q US Mail Only: P. O. Box 2378 ROOM NUMBER LIVING Physical/ Fedex: 210 Edwards INTERIOR ELEVATION •A9.1 Village Blvd, Bldg A Suite A103 L100JWWW W .� .� �1� , -- *w Edwards, Colorado 81632-2378 4 ' (970)926 4301, Fax:926 4364 DOOR MARK 100 WINDOW MARK (A) yW yW hans(a�berolundarchitects.com IIlltri„ www. berglundarchitects.com MATERIAL LEGEND WVAriti WWWW SECTION PLAN SECTION PLAN ■ . y G vs- ti-). ---1,,.,A 1 I - - Ism* IX CONCRETE �, a ° - ° SOIL/COMPACTED FILL I— 1 j/AAS/AAS/A�j% ' a � �A�/AAS%%AAS/ � � - - . . � � � - . . � � � - . . � � � - . . � .` \/\/\/\/'G '�wW „ W W W W wW W W W W W W W W wW w W W , w w„ , , w w IPA* Ca) CONCRETE MASONR �����Q ROCK/ �� c:o �� �I • L It'I w NON-COMPACTED FILL ►tea g - W -W W pit, 44 0 . . . .".`, , `, ".`.W.- -,CONCFE a )4mA. \ \\ \ 8„. '. _ W'W'ASL`.' ►S , Ill STONE A ////////, SAND r PROJECT INFORMATION CODE INFORMATION W FRAME WALL nH FINISHED WOOD ix 312 Mill Creek,Vail,CO CODE: 2015 IRC ZoneDistrict: Two-Family Primary/Secondary Residential ( PS) PLUMBING:All plumbing to comply with the 2015 IPC and Town of Vail requirements. See plumbing documents from Plumbing Contractor. (1) TILE MECHANICAL:All mechanical to comply with the 2015 IMC and Town of Vail requirements. All venting to comply in accordance with 501.3.1. A make IIIIIIIIIIII ROUGH FRAMING OR Lot is 11,718 SF up air system will be provided in accordance with section 505.2. See mechanical drawings and documents from Mechanical Contractor. ROUGH SAWN TRIM ELECTRICAL: All electrical to comply with 2014 NEC, Holy Cross Electric, and Town of Vail requirments. See load calculations from Electrical LANDSCAPE AREA: The area of a site not covered by buildings, driveways, and Contrator for service and electric panel sizing. covered walkways. Core development(hardscape)such as walks, decks,patios, GLAZING 11 11 II WOOD BLOCKING ` terraces,water features, and like features shall also be considered landscape area as long as they do not exceed twenty percent(20%)of the landscape area. STEEL 1 GLU-LAM WOOD2 I_ Landscape Area Lot Size 11,718 SF 60% Landscape Area Requirement 7,031 SF ALUMINUM OR PARTICLE BD. OR 80%of 7,031 (Softscape area target) 5,625 SF C '1 SHEET METAL WOOD FIBER BD. Building Footprint= 2,454 SF Existing driveway = 1,921 SF V) BATT INSULATIONRIGID INSULATION Lot Area (11,718 SF)-Building Footprint(2,454 SF)-Driveway(1,921 SF)= Current �5151515�S�S1S2515151515 Landscape Area (7,343 SF) Existing Deck(1041 SF)+ Proposed Patio(661 SF)= Proposed Hardscape (1702 SF) GYP.WALL BOARD/ ACOUSTICAL CEILING 1 1 1 1 1 1 1 1 1 1 1 Current Landscape Area (7,343 SF)- Proposed Hardscape (1702 SF)= Proposed STUCCO/PLASTER Softscape (5,641 SF) REVISION SCHEDULE CARPET 111111111111111111111111111I V I C I N I TY MAP # DESCRIPTION DATE PLYWOOD \\\ mi,4. -■ - , : : • . '' 4 Ai 3. ABBREVIATIONS . �: .. 0..: t ' 411'.. 0 :.' AAD Attic Access Door GALV Galvanized RW Roof Window IF ili '�%it:.. v •�• •' -- trillk ADD Addendum GC General Contractor RO Rough Opening I • * w- • 2. ;,�•. ADJ Adjacent GL Glass SAN Sanitary • 00. la 4' S • - AOR Area of Refuge GR Grade SECT Section GENERAL NOTES 1 : � + AGG Aggregate GLB Laminated Wood Beam SEW Sewer 1 r �•+ 1+ , " AFF Above Finished Floor GYP Gypsum SHT Sheet : . u: A A.A. The contract documents, aka construction documents, consist of the architectural and structural drawings/notes, the f i ALT Alternate GWB Gypsum Wallboard SHLV Shelves •z . r�7?r - exterior color/material schedule, architectural finish schedule, and the project outline specifications as well as the , • I - ' ARCH Architectural HDW Hardware SIM Similar - agreement between the contractor and owner. Any work shown, specified and/or noted in one of the documents shall be '_ • ' + 3 .2 ilf�" Di ■ BM Beam HD Head SL Sliding t { , , , .• !� ' BRG Bearing HVAC Heating, Ventilating, SM Sheet Metal supplied as though fully covered in all. Any discrepancy between the different parts should be reported to the architect • - • • • immediately. �' �, ,� t BET Between and Air Conditioning STC Sound-Transmission Class f , - . BD Board HT Height SPEC Specification B. Contractor will assume responsibility of items requiring coordination and resolution during the construction process. VI. ■ i ,r BS Both Sides HT HighwayeihtSQ SquareeC. All work shall comply with all state and local codes and ordinances,and shall be performed to the highest standards of ' •. 410 % r. . BO Bottom Of HOR Horizontal STD Standard craftsmanship by journeyman of the appropriate trades. I � ' D. These documents are intended to include all labor,materials,equipment and services required to complete all work �e w • BLDG Building ID Inside Diameter STL Steel . R ' a ,+.' f {,' •. described herein. It is the responsibility of the contractor to bring to the attention of the architect any conditions which will CAB Cabinet INT Interior STRUCT Structure (al) . ' • #.i _ + ' • not permit construction per the intentions of these documents. It is the responsibility of the architect to provide details - _<_ Cpt Carpet JT Joint SUB Substitute ti - and/or directions regarding design intent where it is altered by existing conditions or where neglected in the documents. - _ or , • CL Centerline LAM Laminate SUPPL Supplement(al) • , .* E. All change orders must be approved in writing by the owner prior to contractor performing any work associated with a CER Ceramic LAV Lavatory SUSP Suspend (ed) change order unless owner has authorized contractor to proceed. • ` 1. R� CLOS Closet MFG Manufacturer TEL Telephone F. Any materials proposed for substitution of those specified or called out by trade name in these documents shall be ' • rJill .r�'' CMU Concrete Masonry Unit MO Masonry Opening TV Television presented to the architect for review and approval. The contractor shall submit samples, product data, manufacturers • , . # t c.. COL Column MTL Material TEMP Tempered installation recommendations and a side by side analysis/spread sheet comparing ASTM testing/performance or other 406IrSINSF,_ ; - �-�40 CONC Concrete MAX Maximum IE That Is applicable standards,warranty, limitations, maintenance considerations, cost, LEED time/schedule impact,any }+. CJ Construction Joint MC Medicine Cabinet THK Thick incompatibility/impact to other products or systems in project, and impact on LEED certification if applicable for the • - F�, • . CONT Continuous MECH Mechanical TPH Toilet Paper Holder project for the proposed substitution and the specified product. Once all required information is received by architect, a _ 0 , , DP Damproofing MIN Minimum T&G Tounge and Groove minimum of three weeks'time is required for review and approval and or denial of substitution. t iiiV - DET Detail MISC Miscellaneous T&B Top and Bottom G. Submit samples as required by drawings and specifications. All samples shall be reviewed by the architect before the `, �:1- ', - DIA Diameter NIC Not In Contract TO Top Of work is performed. Work must conform to the reviewed samples. Any work which does not conform shall be removed - ;IL jr # li'•' DIM Dimension NA Not Applicable T Tread and replaced with work which conforms at the contractor's expense.Subcontractors shall submit requests and samples - DW Dishwasher NTS Not to Scale TS Tube Steel for review through the general contractor when work is let through him or her. Required verifications and submittals to be 2 ' DN Down OC On Center TYP Typical made in adequate time as to not delay progress. Once competed samples including all required product information if - . + i. ,. DR Drain OPG Opening UG Underground applicable is received by architect, a minimum of three weeks'time is required for review and approval and or denial of - . ' - DS Downspout OPP Opposite U.N.O. Unless Noted Otherwise samples. DRWG Drawing OSB Oriented Strand Board UNFIN Unfinished H. Shop drawings must be thoroughly reviewed and stamped approved by contractor prior to submitting to architect to Issue Date 05-09-18 EA Each OD Outside Diameter UBC Uniform Building Code make sure they meet construction document requirements and are accurate in terms of correct quantities,dimensions, Drawn by EL Elevation d Penny(nails, etc.) USG United States Gage handing and design intent.Shop drawings shall be submitted to the architect for his or her review where called fore PROJECT DIRECTORY y HB EQ Equal PAF Power Actuated Fastened VAR Variable anywhere in these documents. Review shall be made b the architect and architect's consultants for general compliance Checked b EXIST ExistingPERF Perforated (d) VENT Ventilate with construction drawings and design intent only. Architect's review is required before work is begun, and work shall STRUCTURAL ENGINEER MECHANICAL SOIL ENGINEER LANDSCAPE SURVEYOR 9 9 q 9 CLIENT ARCHITECT CONTRACTOR EJ Expansion Joint PFSM Prefinished Sheet Metal VIF Verify In Field conform to the reviewed shop drawings,subject to replacement as required per above.Architect will try to identify any ENGINEER ARCHITECT Scale 1/8" = 1'-0° EXT Exterior PL Plate VERT Vertical discrepancies in shop drawings, but contractor is ultimately responsible for shop drawing accuracy as the shop drawings BERGLUND ARCHITECTS, LLC FE CABT Fire Extinguisher Cabinet PLWD Plywood VAT Vinyl Asbestos Tile are a product of their subcontractor. VAIL BASSHAUS LTD ROLLIE KJESBO TBD TBD TBD TBD Archibeque Land Consulting, Ltd FOC Face Of Concrete PROD Product V Voltage I. The building inspector shall be notified by the contractor when there is need of inspection as required by the 2015 NEDBO CONSTRUCTION FOS Face Of Stud PROD Project WC Water Closet international buildingcode/international residential code, 2015 IECC, or anyapplicable or local code or ordinance. Contact: Barbara Moroneyor P.O. Box 2378 pp Contact: Ted Archibeque Village Blvd. Suite A103 COVE R FIN Finish PROP Property WP Waterproof J. The contractor shall be responsible for the safety and care of adjacent properties during construction, for compliance Bill Russell 210 EdwardsMailing Address: FP Fireproof R Radius or Riser WT Weight with federal and state O.S.H.A. regulations,and for the protection of all work until it is delivered completed to the owner. PO Box 3419 105 Capitol Street g P.O. x 3893 CO 81632 O FL Floor REF Refer WIN Window Contractor to repair any damage to adjacent properties or completed work at his or her own expense. P.O. Box 439 Edwards, Vail, Colorado 81658 Suite 5- 0_ FD Floor Drain REFR Refrigerator W/ With (comb.form) K. All dimensions noted take precedence over scaled dimensions. Dimensions noted with"N.T.S."denotes not to scale. Winnsboro,TX 75494NI Office: (970)926-4301 Eagle, CO 81631 S H E E T Physical Address: iri FTG FootingREINF Reinforce (d) W/O Without L. Contractor shall verify and coordinate all openings through floors, ceilings, and walls with all architectural, structural, Y Fax: (970)924-4364 ry READ Required mechanical, plumbing, and electrical drawings. Verifywith structural engineer if holes/notches can be cut in structural E-mail: moroney7@gmail.com 40690 US Hwys 6&24 Phone: (970)328-6020 ci FDN Foundation q WD Wood p g, g g E-mail: haps@berglundarchitects.com GA Gauge RHSM Round Head Sheet Metal Screw members prior to doing so. or brussell@peoplescom.net Avon, Colorado 81620 w RM Room M. Contractor to coordinate new construction w/existing conditions and notify architect and structural engineer about A1 • 0 discrepancies of drawings of existing house/conditions and assumptions. Every reasonable effort should be made by Phone: (970)845-1001 N contractor to protect and/or minimize damage to existing conditions. Fax: (970)845-9979 N ZO 1411 OF bili, ec off0 # DRB APPROVED 6/26/2018 12:00:00 AM BERGLUND ARCHITECTS, LLC. 8202 US Mail Only: P. O. Box 2378 Physical/Fedex: 210 Edwards MILL CREEK Village Blvd, Bldg A Suite A103 Edwards,Colorado 81632-2378 CIRCLE (970)926 4301, Fax:926 4364 BENCHMARK: \ SEWER MANHOLE 40' PUBLIC hanse,beralundarchitects.com ORIM— 8201.03' R=671.00 RIGHT-OF-WAY berglundarchitects.com 115.94 8.— A=9° 54'00" E OF NS?\-\ T=58.11 \ EDG / \ C H=S85° 49'00"W \ coNGRETE - T EDGE OF 115.80 8 _02 _ w eA 8202.4_' I DRIVE • _ _ _ �— AREA OF I _ IX I DEEP V � � sowSR ' � �° 8200 11.3' / PAVER DRIVE / \ 82026' � _ V PARKING 0 i 201 — °�\D C / _ / 8202.3' I 1 RETAINING 8202.3 X \ '' . WALL 8 it 4" PVC W _ X I IO 8202 8202. / / ( GAR AG = 1 \ ,\ \8203 0 LLI II / / -- 24' z'' SLAB' / \ Ce 2 A\ WOOD TIE / / / Ci i— 11 I z f�ETAINING _ i / _- -1 WALL 0 Ci 82033 / iii 14"X14" 1:7 —_ \ 8202.6' \ i '8204 — 8202.6' I / \ — � RRI o . I / . , — 2VALV / / 8202.9' BOV� C II / \ '0/ / THRESHOLY 8204 _ AT ENTRY \ \ C '\ I LOT2 18" �� CONCRETE WALK TO BE \ _/ \� I \ 6 ' 18" REMOVED&REPLACED W/ 8202.9 I / STEPPING STONES ® THRESHOLD \ I I / 8206'-a" �� 2 STORY DWELLING/ AT ENTRY \ ♦ r ,� ® GARAGE \ \ n r ' /8205 'W *. 1111 \ \ I 8205 ' 10" iJ 0 AN y �� �� LINE OF EXISTING DECK \ ♦igioJ ® ® 2ND LEVEL I / ZO /'- 4 t-:'\. � DECK / - r �/ �� 8206 O 18" mik 4, lit / \ �g2o6 — — / III 111 // \ // / 8207 REVISION SCHEDULE N SEE SHEET A3.0 FOR ADDITIONAL INFORMATION / \ // Bolt' DER # DESCRIPTION DATE I / E8206 / / ( REINING WALL - 8206'-5 3/4' 8206'-5 3/4" / / \ / 1 8208 i. AVAT4Ariiii.g / LOT / PROPOSED OUTDOOR Iki) .PA, / / \\ / _ — 8206 UNMAINTAINED LIVING AREA 1e / i 8209 \ \ FENCE /al* I — _____ _____ 4 \ � //r C � )i / _ _ _ 8210 FOUND SURVEY MONUMENTIftili ELEC T. \, I , CONCRE —42' — 8212.2' COVERED /_ — _---\— 5" ALUMINUM CAP ON REBAR METER ``Iff/ 48— — _ — WALL I �', X TOP OE DECK ,k _ _ \ 1_ 2 207 I / I I / —� I � / 8 211 UTIL. • — i I II I DECK _ J � 1 \ I / PED. �T�'I\ *' 4WA' — 1- - - - - - - - \ ' likib _ \` 1 / 07 '23"E X11%i Box \�' ►' = — — .� , / / 4" IRON -/ - //. UTILITY EASEMENT 18 UTIL. / 4" PIPE - . — EXISTING RETAINING WALL,TYP. ❑ PED. / / N. \ 135.01 - _ / U TI L. \ / WOOD TIE - - WOOD TIE FLUSH W/ GNB — PED. RETAINING / 2� / WALL V `/'q> BUILDING 00 �� LOT LOT 11 10 O V. N Issue Date 05-09-18 `ti Drawn by Author Checked by Checker Scale 1" = 10'-0" FOUND SURVEY SITE PLAN MONUMENT 0 g No. 5 REBAR 0 co O SITE PLAN N Ln 1" = 10'-0" A2 . 0 0, 0 N 0' 10' 20' 30' C) testi OF N. z 11* 'VA x c ec 312 Mill Creek,Vail,CO ..-7i. Zone District: Two-Family Primary/Secondary Residential ( PS) 4 DRB Lot is 11,718 SF APPROVED 6/26/2018 12:00:00 AM LANDSCAPE AREA: The area of a site not covered by buildings,driveways, and covered walkways. Core development(hardscape) such as walks, decks,patios,terraces, water features, and like features shall also be considered landscape area as long as they do not exceed twenty percent(20%)of the lands cape area. Landscape Area Lot Size 11,718 SF 60% Landscape Area Requirement 7,031 SF 80% of 7,031 (Softscape area target) 5,625 SF Building Footprint=2,454 SF B E RG L U N D Existing driveway = 1,921 SF ARCHITECTS, LLC_ Lot Area (11,718 SF)-Building Footprint(2,454 SF)-Driveway(1,921 SF)= Current Landscape Area (7,343 SF) Existing Deck(1041 SF)+ Proposed Patio(661 SF)= Proposed Hardscape(1702 SF) Current Landscape Area (7,343 SF)- Proposed Hardscape(1702 SF)= Proposed Softscape (5,641 SF) US Mail Only: P. O. Box 2378 _ Physical/ Fedex: 210 Edwards 8202-3-„, Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970)926 4301, Fax: 926 4364 MILL CREEK hans(a�berglundarchitects.com www. berglundarchitects.com BENCHMARK: CIRCLE SEWER MANHOLE 40` PUBLIC 7/ O RIM= 8201.03' R671.00 RIGHT-OF-WAY L=115.94 ' A 9° 54'00" \ ASPAES 8 N T=58.11 DEGE GF DRIVEWAY= 1,921 SF C HS85° 49 00 W °NGRETE , Ce 115.80in! 820' ,,,,„\ BUILDING=2,454 SF (i ,Aliwalk ■ �dahaldl .� I 1111) ARE • III 1 DEEP 8200 S OW R DECK= 1041 SF f /' v 8201 INU .-W60D TIE — - - RETAINING / / r , — — — — — — — PROPOSED SOFTSCAPE=5,641 SF WALL 8, '�I/1 4" PVC -c 1_ '. ` INU I� Z I Ce8202 � _ __ 10 ,'8203 n PROPOSED ADDITONAL PATIO=661 SF �v 2 4 �NIII � � I 0 N III DETAINING R III___- -- - WALL hn '8203 - - 1 , IN - /8204 APPROX. LINE OF - '202.6 / H ROOF ABOVE I IRR. / / O / , \ �V�� 8202.9' 00 — / V2 BOX I C \/ t __ - �\ L�� HRESH• o \ '8204 _----- s�\ AT ENT' tt 1 LOT 18" „,/----- v / 1/ , � 6 N 7°°,�� EXISTING CONCRETE WALKWAY`---/ - / / \ A �\ 18 TO BE REMOVED. i /' REPLACED WITH STEPPING V iir' T I i' STONES. 2 STORY DWELLING/ A' APPROX.LINEOFROOFABOVE GARAGE \ i M //®�� i \\\ , 8205 ` / I■iP) 10/ / / LINE OF EXISTING DECK C 0 O \ .RD2N V'L \ i . s') Dy / / . d_ 0 18" 'Q )- 4.' / / 8206 REVISION SCHEDULE (r) _ _ 4( lien\ / / ' # DESCRIPTION DATE 8207 B0 HER \ / j RETA NTNG WALL II / %/ - 8208 LOT / PROPOSED ADDITIONAL APE \ 8`O" �lI ____--- t__-/ 8209 4 UNMAINTAINED \ / i / I 7 __---- \ -- 8206 FENCE ------- %/ -_-_-____ Lz _ \ i lv I /' _____---- 8210 FOUND SURVEY MONUMENT ELECT. ` CONCR22E -� J _ - \ -r2- a ----- �� / \ _ \ 8212.2' COVER1I , _ 5" ALUMINUM CAP ON REBAR METER 48 _ WALL — /Z/Z177 rn moi' _ I X8207 AWL-- -- UTIL. ���a• K ��� — �� 8211 PED. 8 �'- .N \ / I I ' /' �/ •3° 01 , �210 \ UTIL.� — — — _ ' / / _ '23"E �s�li — - BOX v�! a.-' -,-------_---_,---±-7=--;,,--_,- -1 -=-===== - ----===--=- _ 8�� , UTIL. 1 �' i ;/ ��� 4" IRON '� UTILITY 4" PIPE EASEMENT ,N I 0 PED. /_// / �, t i 135.0/ / 1' / /'/ I ` t UTIL. ,/ �' 1� \\ WOOD TIE ' GND O, -- . PED. j �' WOOD TIE FLUSH W/ lizs, RETAINING - rrl� ) ---------- WALL ' t i' tqY BUILDING � -------------------- 7\ LOT LOT 11 10 o , Issue Date 05-09-18 V. N Drawn by N Checked by HB Scale 1" = 10'-0" LANDSCAPE 2 FOUND SURVEY COVERAGE MONUMENT 0 C! 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