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HomeMy WebLinkAboutDRB16-0333_A1.0_1478901119.pdf .41'AN:e. 4,4 SYMBOL LEGEND CROW RESIDENCE DRAWING LIST: A1.0 COVER SHEEin T' SECTION NO. 0 BUILDING \ SURVEY 11701 SECTION CUT DRB APPROVED P I a n Chan eS ARCHITECTURAL DRAWINGS 8/12/2016 12:00:00 AM SHEET NO. / A2.0 SITE PLAN Issuea : August 11th , 2016A2.1 AREACALCS A3.1 LOWER LEVEL FLOOR PLAN I A3.2 MAIN LEVEL FLOOR PLAN DETAIL CUT REFERENCE GRID LINE 3.2 SHEET NO. A3.3 UPPER LEVEL FLOOR PLANN A3.4 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS 0 A4.3 ELEVATIONS DETAIL CUTAlk T.O.PWD. _______�� A4.4 ELEVATIONS BERGLUND SPOT ELEVATION ELEV.100'-0" A4.8 3D VIEWS WSIM. SITE ELEV.=116'-0• • A5.1 BUILDING SECTIONS ARCHITECTS, LLC. A5.2 BUILDING SECTIONS r A5.3 BUILDING SECTIONS -- j EXTERIOR ELEVATIONi %ApilloipilimiroftHi„cl T7.-----_ A5.4 BUILDING SECTIONS DRAWING REVISION � li> _ A5.5 BUILDING SECTIONS A4.1 �4\ . 1i ,U ,i� -_ _= � A5.6 BUILDING SECTIONS 1 '' J i I _ A5.7 BUILDING SECTIONS I � � - fl ;1 I A6.1 WALL DETAILS US Mail Only: P. O. Box 2378 I 1 VI? 0 f A6.2 ROOF DETAILSPh sical/Fedex: 210 Edwards ROOM NUMBER LIVING INTERIOR ELEVATION -wc©as.1 • Jr� ��- fl _ A6.3 DECK DETAILS Village Blvd, Bldg A Suite A103 [100_1 1 r\_�__=-- i ,I • A6.4 DECK DETAILS Edwards, Colorado 81632-2378 + �. LI Iiifl ,I ,. - A6.5 DECK DETAILS (970)926 4301, Fax: 926 4364 DOOR MARKfii WINDOW MARK C A> 4 1IIllhiii A6.6 DECK DETAILS hans(c�berglundarchitects.com kl A6.7DECK DETAILS www. berglundarchitects.com � ;I ...�°� +101°;- r�;�l .� _; III !II:Lk ,.�,� A6.8STAIRDETAILSI .+''I �•• �" , - I ��a� �j �� A6.9 STAIR DETAILS A8..:�rl � ��IlI 11__ � �� I� �MATERIAL LEGEND � ______ �� � �� JIII�IIII $� ~- I� f'f� j �l� 4p {+Ii A8.0 WINDOW AND WINDOW DETAILSDOOR SCHEDULE SECTION PLAN SECTION PLAN ..gIJIJI A10.1 LOWER LEVEL RCP �� -- -�.■� • �{'- A10.2 MAIN LEVEL RCP LI- Pi ,� T - li �' A10.3UPPERLEVELRCP 0 CONCRETE aa SOIL/COMPACTED FILL r+ ��1lAll_ .' I EXISTING DRAWINGS INCLUDED FOR REFERENCE\�\��\��\� flIIII 1-I liii' fflit _ r - ___ w�������% r ` am__.__ E2.0 EXISTING SITE PLAN LU a v'!`;' :`, If it 111111111•:.':;.: I I E3.1 EXISTING LOWER LEVEL FLOOR PLAN 1•� �k4::obii - _. ����'1 r -1 ---- E3.2 EXISTING MAIN LEVEL FLOOR PLAN Q CONCRETE MASONRY *i�i�i�i�i�i�• •••••••• ROCK/ • i�.•••• .�1K►•i E3.3 EXISTING UPPER LEVEL FLOOR PLAN LI) 41. ♦������� •67 90-V ., E3.4 EXISTING ROOF PLAN ������������� NON-COMPACTED FILL c�kt, Q E4.1 EXISTING ELEVATIONS Z 0 0 E4.2 EXISTING ELEVATIONS STONE � j///////, SAND E4.3 EXISTING ELEVATIONS Lii Et M 0 E4.4 EXISTING ELEVATIONS r E5 FLOOR PLANS E6 FLOOR PLANS 0 z - - HPROJECT INFORMATION CODE INFORMATION E7 ELEVATIONS < 0 FRAME WALL FINISHED WOOD /� PROPOSED SQUARE FOOTAGE ANALYSIS: CODE: 2015 TOWN OF VAIL, OCCUPANCY TYPE: SINGLE FAMILY HOME E8 WINDOW AND DOOR SCHEDULE CI)1250 PTARMIGAN ROAD,VAIL,CO,81657 E9 ELECTRICAL0 > ENERGY CONSERVATION:THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2015 El0 ELECTRICAL M Zone District:Two-family Primary/Secondary Residential(PS) INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL,AND AS DEMONSTRATED BY PRESCRIPTIVE BUILDING THERMAL LU 2 ,c0 TILE Lot is.437 acres,equal to 19,036 SF ENVELOPE, AS FOLLOWS: STRUCTURAL DRAWINGS 00 Iiiiiimm ROUGH FRAMING OR �CIXCt Allowable GRFA ROUGH SAWN TRIM .46 SF/1 SF of site area<10,000 SF of site area 10,000 x 0.46 equals 4,600 SF Maximum Glazing U-Factor of.30 for new single family dwelling units per Town of Vail amendments,this can be a weighted average. Q .38 SF per 1 SF of site area>10,000 SF of site area 5,000 x 0.38 equals 1,900 SF The Jeld-Wen windows and doors with dual glazed Low E glazing (Low E on two surfaces)exceeds this requirement-Average U-Value= .28. See 8.5 x 11 .13 SF per 1 SF of site area>15,000 SF of site area 4,036 x 0.13 equals 525 SF window proposal from manufacture for summary of U-values. W 1:1GLAZING 11 11 WOOD BLOCKING \ Total Allowed Gross Residential Floor Area(GRFA)for entire lot 7,025 SF Occupancy Type: Single Family 0 O Proposed Square Footage Summary Buildingcomplies with the EnergyConservation requirement in Chapter 4 of the 2015 IECCper Zone 6B as adopted byTown of Vail as follows: Q Habitable SF GRFA p q p p O GLU-LAM WOOD Lower Level 2,068 SF 1,386* SF J CO STEEL / Main Level 2,184 SF 2,184 SF The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IECC, as adopted by Town of Vail, and an outline of the provided R N Upper Level 1,111 SF 1,804 SF values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: Ce /�� Garage area over 600 SF 0 SF 0 SF lik Total 5,363 SF 5,374 SF Ceilings&Roofs Insulation- Requirement of R-49 which is reduced to R-38 per 402.2.1 since the construction techniques provide a full R-38 insulation valueCal) > Total Allowable GRFA 7,025 SF over the wall top plate. ALUMINUM OR PARTICLE BD. OR WOOD FIBER BD. Total Remaining GRFA 1,651 SF @ Typical Roof Condition-Provides approximate insulation value of R-38 over the wall top plate per the sum of the 5.5"existing cavity insulation and the new SHEET METAL R-38.3 5 1/2" polyiso foam insulation panels and 1/2"sheathing (for 6"total depth), over existing roof sheathing. Q *(See sheet A2.1 for Lower Level GRFA calculations) Site Coverage @ Master Bedroom Roof Condition - Provides approximate insulation value of R-38 over the wall top plate per the sum of the existing cavity insulation and the new > BATT INSULATION 8868 SlSESES RIGID INSULATION Allowable Site Coverage is 20%of the lot 3,807 SF R-16.5 2 1/2" polyiso foam insulation panels and 1/2"sheathing (for 3"total depth), over existing roof sheathing. Proposed Site Coverage 2,645 SF Proposed Site Coverage for Roofs beyod 4' 111 SF Exterior Walls Insulation- Requires R-20: Providing approximate R-20 per the sum of the existing cavity insulation and the new 3" nail base insulation panel VICINITY MAP Total Proposed Site Coverage SF (1/2"exterior sheathing, R-9 2 1/2"rigid fiberglass insulation panels)with exterior wall finish (stucco,wood siding, or stone veneer), over existingwall sheathing.Total Remaining Site Coverage 1,051 SF 9• 9 GYP.WALL BOARD/ ACOUSTICAL CEILING 1 1 1 1 1 1 1 1 1 1 1 1 Landscape Area Lot Size 19,036 SF REVISION SCHEDULE STUCCO/PLASTER 60%Landscape Area Requirement 11,421 SF Lot Size 19,036 SF # DESCRIPTION DATE CARPET II IIIIIIIIIIIIIIIIIIIIIIIIII LESS PLYWOOD \\\ Building Footprint/Driveway 3,840 SF PROJECT DESCRIPTION Total Landscape Area 15,196 SF Total Hardscape Area Provided(1.2%) 177 SF 3 New windows 8/11/16 Total Softscape Area Provided 15,019 SF Outside changes include rebuilding north,west, and south decking and adjusted grading to allow for lower window sills to meet egress code at the lower Hem Mainle'mnce m to be placed on Setbacks level. The existing windows, roofing, deck surfaces, deck membranes and exterior finishes of the home are proposed to be replaced as part of the _ _ elevations. 20'from front remodel. Proposed new insulation panels will wrap all exterior walls and new siding applied. A new steel railing is proposed at the new deck to meet code. • - - - __ -- 15'from sides Some windows have increased head heights and lowered sill heights, see drawings and window schedule for locations and sizes. The east deck and -- • _ _ ----- 15' orc from rear railing are to remain as-is. F ABBREVIATIONS Patio can extend to 1/2 the distance of the setback z Decks can encroach set back 5' cul 6(t Roof or architectural projections can encroach 4' It is proposed that the lower level bedrooms will be reconfigured to maximize space via relocation of existing walls and doors. Lower level bathrooms will - • Gore ire AAD Attic Access Door GALV Galvanized RW Roof Window have added walls to support pocket doors. All vanities in the house will be replaced and/or relocated. Downstairs bedroom#4 will receive new sliding - Height doors in the closet, and a sliding barn door to the guest suite from the foyer is proposed. Guest suite living will receive a new window to match the other ed ADD Addendum GC General Contractor RO Rough Opening Flat or mansard roofs not to exceed 30' - S r'ntiltag ADJ Adjacent GL Glass SAN Sanitary Sloping roof not to exceed 33' windows. The wet bar will receive an under counter washer/dryer combo unit. The existing washer/dryer location in the utility room will be relocated within Rr; AOR Area of Refuge GR Grade SECT Section the same space, and the existing walls will be demolished. A proposed mechanical room will take their place. Existing lockers are to be demolished and Garage rebuilt in the downstairs hall. Lower level bathrooms are to be reconfigured with new walls as shown, and new vanities/fixtures throughout. Separate AGG Aggregate GLB Laminated Wood Beam SEW Sewer Allow 600 sq.ft.per unit.before area counts towards GRFA lockable closets are to be provided in all bedrooms except#2 and#4. On the main floor, the master bathroom's dividing walls will be demolished and Ilk Gore Cse6 AFF Above Finished Floor GYP Gypsum SHT Sheet rebuilt according to plan. A single vanity is to be relocated. A separate shower and tub are to be built. The door locations to this bathroom and the ALT Alternate GWB Gypsum Wallboard SHLV Shelves Parking Required per Chapter 10 all galley Dr Yp If a dwelling unit's gross residential floor area is 5,500 square feet or more:5 spaces master bedroom will be moved outward to allow for furniture on the master bedroom wall. The main living area will receive new clerestory windows and a ARCH Architectural HDW Hardware SIM Similar new window configuration of the existing windows. The dining area and kitchen will be one single space as the walls separating them will be demolished. BM Beam HD Head SL Sliding New and larger windows will replace the existing, and a new door added in the dining room. The stairwell on the main level will be enclosed with drywall. BRG Bearing HVAC Heating,Ventilating, SM Sheet Metal The upper level will receive minor changes including separate lockable closets, new swing doors, and new vanities. The interior railings and stairs are to Vail Golf CU. BET Between and Air Conditioning STC Sound-Transmission Class remain as-is. - Maim Facility BD Board HT Height SPEC Specification GENERAL NOTES ' Vail Valley Dr q_ BS Both Sides HWY Highway SQ Square a1250 Ptarmigan Rd BO Bottom Of HOR Horizontal STD Standard A. THE CONTRACT DOCUMENTS CONSIST OF ARCHITECTURAL AND STRUCTURAL ..7,_ P" BLDG Building ID Inside Diameter STL Steel DRAWINGS,THE AGREEMENT,THE GENERAL NOTES AND THE SPECIFICATIONS.ANY CAB Cabinet INT Interior STRUCT Structure (al) WORK SHOWN IN ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY ar Cpt Carpet JT Joint SUB Substitute COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE y REPORTED TO THE ARCHITECT IMMEDIATELY. ck CL Centerline LAM Laminate SUPPL Supplement(al) B. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION O" ptarm+(1&fi CER Ceramic LAV Lavatory SUSP Suspend (ed) AND RESOLUTION DURING THE CONSTRUCTION PROCESS. 'a CLOS Closet MFG Manufacturer TEL Telephone C. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, q-' CMU Concrete Masonry Unit MO Masonry Opening TV Television AND SHALL BE PREFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMAN OF THE APPROPRIATE TRADES. COL Column MTL Material TEMP Tempered D. THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR,MATERIALS,EQUIPMENT CONC Concrete MAX Maximum IE That Is AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. IT IS THE CJ Construction Joint MC Medicine Cabinet THK Thick RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE CONT Continuous MECH Mechanical TPH Toilet Paper Holder ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING p TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE DP Damproofing MIN Minimum T&G Tounge and Groove ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING DESIGN INTENT DET Detail MISC Miscellaneous T&B Top and Bottom WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DIA Diameter NIC Not In Contract TO Top Of DOCUMENTS. III DIM Dimension NA Not Applicable T Tread E. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED pp OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE DW Dishwasher NTS Not to Scale TS Tube Steel ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN DN Down OC On Center TYP Typical REQUIRED BY THE ARCHITECT.AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE DR Drain OPG Opening UG Underground ARCHITECT BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE Approved Plan Changes REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BE REMOVED DS Downspout OPP Opposite U.N.O. Unless Noted Otherwise AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE. DRWG Drawing OSB Oriented Strand Board UNFIN Unfinished SUBCONTRACTORS SHALL SUBMIT REQUESTS AND SAMPLES FOR REVIEW THROUGH Issue Date August 11th, 2016 EA Each OD Outside Diameter UBC Uniform Building Code THE GENERAL CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER.REQUIRED PROJECT DIRECTORY g EL Elevation d Penny(nails, etc.) USG United States Gage VERIFICATIONS AND SUBMITTALS TO BE MADE IN ADEQUATE TIME AS TO NOT DELAY Drawn by g PROGRESS. EQ Equal PAF Power Actuated Fastened VAR Variable F. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW CLIENTS ARCHITECT CONTRACTOR LANDSCAPE STRUCTURAL MECHANICAL SOILS ENGINEER SURVEYOR Checked by EXIST Existing PERF Perforated (d) VENT Ventilate WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIEW SHALL BE MADE BY EJ Expansion Joint PFSM Prefinished Sheet Metal VIF Verify In Field THE ARCHITECT BEFORE WORK IS BEGUN,AND WORK SHALL CONFORM TO THE ARCHITECT ENGINEER ENGINEER Scale 1/4" = 1'-0" REVIEWED SHOP DRAWINGS,SUBJECT TO REPLACEMENT AS REQUIRED IN EXT Exterior PL Plate VERT Vertical PARAGRAPH E ABOVE. Trammell Crow BERGLUND ARCHITECTS, LLC Kissane Construction DESIGN BUILD KRM Consultants Inc. DESIGN BUILD HP Geotech Eagle Valley Surveying FE CABT Fire Extinguisher Cabinet PLWD Plywood VAT Vinyl Asbestos Tile G. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS FOC Face Of Concrete PROD Product V Voltage NEED OF INSPECTION AS REQUIRED BY THE 2015 INTERNATIONAL RESIDENTIAL Contact: Tommy Bishop P.O. Box 2378 Contact: Jeff Kissane Contact:Tim Hennum Contact: Steve Pawlak Contact: Mike Post FOS Face Of Stud PROD Project WC Water Closet CODE OR ANY LOCAL CODE OR ORDINANCE. COVER H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF 3819 Maple Avenue 210 Edwards Village Blvd Phone: 970 376-6184 FIN Finish PROP Property WP Waterproof ADJACENT PROPERTIES DURING CONSTRUCTION,FOR COMPLIANCE WITH FEDERAL p g ( ) P.O. Box 4572 5020 County Road 154 41199 hwy 6&24, Eagle Vail p R Radius or Riser WeightDallas, TX 75219 Suite A103 Glenwood Springs, CO Avon, CO 81632 FP Fireproof WT AND STATE O.S.H.A.REGULATIONS,AND FOR THE PROTECTION OF ALL WORK UNTIL Vail, CO 81658 FL Floor WIN Window IT IS DELIVERED COMPLETED TO THE OWNER. Edwards, CO 81632 jeff@kissaneconstruction.com REF Refer @ 81601 I. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. Phone: (214)455-0191 Office: (970)949-9391 SHEET FD Floor Drain REFR Refrigerator W/ With (comb.form) Phone: (970)945 7988 Phone: (970)949 1406 DIMENSIONS NOTED WITH"N.T.S."DENOTES NOT TO SCALE. Phone: (970)926 4301 Fax: (970 949-0839 FTG Footing REINF Reinforce (d) W/O Without J. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, Fax: (970)945-8454 Fax: (970)479-0055 d FDN Foundation RequiredWD Wood tommybishopasid@gmail.com Fax: (970)926 4364 krm krmconsultants.com READ CEILINGS,AND WALLS WITH ALL ARCHITECTURAL,STRUCTURAL,MECHANICAL, @ •• GA Gauge RHSM Round Head Sheet Metal Screw PLUMBING,AND ELECTRICAL DRAWINGS. mikepost@evsurvey.com RM Room K. CONTRACTOR TO COORDINATE NEW CONSTRUCTION W/EXISTING CONDITIONS AND hans@berglundarchitects.com Al •0 m NOTIFY ARCHITECT AND STRUCTURAL ENGINEER ABOUT DISCREPANCIES OF o DRAWINGS OF EXISTING HOUSE AND ASSUMPTIONS.