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HomeMy WebLinkAboutDRB16-0315_A1.0_1478908203.pdf lei OF gr, ...4.113":(10 SYMBOL LEGEND CROW RESIDENCE DRAWING LIST: A1.0 COVER SHEEin T' SECTION NO. R BUILDING \ SURVEY 11701 III SECTION CUT DRB APPROVED roved P I a n Chan es ARCHITECTURAL DRAWINGS 8/9/201612:00:00 AM SHEET NO. / AppA2.0 SITE PLAN Issue Date: August 3rd , 2016A2.1 AREACALCS A3.1 LOWER LEVEL FLOOR PLAN I A3.2 AIN 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 IIIA4.3 ELEVATIONS DETAIL CUT O T.O.PWD. _______�� A4.4 ELEVATIONS BERGLUND SPOT ELEVATION ELEV.100'-0" A4.8 3D VIEWS ®SIM. SITE ELEV.=116-0• I !! A5.1 BUILDING SECTIONS ; ARCHITECTS, LLC._- A5.2 BUILDING SECTIONS f/ A5.3 BUILDING SECTIONS a +I„1 1 1 I' l 1 I-\ �� A5.4 BUILDING SECTIONS EXTERIOR ELEVATION i, % `_ DRAWING REVISION �� Y f f II r A5.5 BUILDING SECTIONS � =__---__; f�'.- A5.6 BUILDING SECTIONS A4.1 �4\ -' �. + I'�' .U�'I� • A5.7 BUILDING SECTIONS '' t I I -=,...„ I A6.1 WALL DETAILS 1 I, {wag �I ��� { US Mail Only: P. O. Box 2378 L ? 1 I ,1. = A6.2 ROOF DETAILS Physical/Fedex: 210 Edwards ROOM NUMBER LIVING INTERIOR ELEVATION ©as.1 ] Losil ■ -�-` A6.3 DECK DETAILS Village Blvd, Bldg A Suite A103 L1OOJ N ����� � nn� "~ A6.4 DECK DETAILS Edwards, Colorado 81632-2378 y ..,,,,I\,. A6.5 DECK DETAILS (970)926 4301, Fax: 926 4364 Cii !IY f: �J_ A6.6 DECK DETAILS hansberglundarchitects.com DOOR MARK WINDOW MARK A -- A6.7 DECK DETAILSImo. �� �� n '1 www. berglundarchitects.com l 11 Ir 1 �+ A6.8 STAIR DETAILS I, I', 1 - �i■i^w•rr� �I III-li , .wd . "" �" AL-- - • i'; 1, A6.9 STAIR DETAILS MATERIAL LEGEND _ _____ . ,,,'� ,_ ��iiiIJI :II liii _ i � i ; �l;�t �' A8.0 WINDOW AND DOOR SCHEDULE j II �� � �1���1 '. A8.1 WINDOW DETAILS -' a T T.�, i:..�_• - A10.1 LOWER LEVEL RCP jI t ^ - A10.2 MAIN LEVEL RCP LI- SECTION PLAN SECTION PLAN -- - ��. .I Ai�II 1 T T- - -___---_..� - -....rte - �� � � �`-' I A10.3 UPPER LEVEL RCP 0 CONCRETE < a ° ° ° SOIL/COMPACTED FILL =III j/j/j// % 0114P,1';‘,- ., +,"' �� mini f ` -III a'ii 4, .I I l EXISTING DRAWINGS INCLUDED FOR REFERENCE �IIfIII '.,!lie r 'a - ��//�//�//�/ "pie" li;t 'Iil'a° 111111 1 -I r - - - - - -:z•csa litx:,6..-,111111.... 1111 _;'I y� E2.0 EXISTING SITE PLANW /�`4" " E3.1 EXISTING LOWER LEVEL FLOOR PLAN li.k..gbii 111'111 • = " E3.2 EXISTING MAIN LEVEL FLOOR PLAN Q CONCRETE MASONRY *i�i�i�i�i�i�• •••••••• ROCK/ >• i�.•.••• . (100) .�1K►•i E3.3 EXISTING UPPER LEVEL FLOOR PLAN411. ♦������� •.7 90V Yi E3.4 EXISTING ROOF PLAN ������������• NON-COMPACTED FILL cue �, Q E4.1 EXISTING ELEVATIONS Z 0 0 E4.2 EXISTING ELEVATIONS STONE A j///////, SAND E4.3 EXISTING ELEVATIONS INU Ct M 0 E4.4 EXISTING ELEVATIONS r E6 FLOOR PLANS CI z PROJECT INFORMATION CODE INFORMATION E5 FLOOR PLANS E7 ELEVATIONS < 0 FRAME WALL FINISHED WOOD CODE: 2015 TOWN OF VAIL, OCCUPANCY TYPE: SINGLE FAMILY HOME E8 WINDOW AND DOOR SCHEDULE - H PROPOSED SQUARE FOOTAGE ANALYSIS: Cin CD -i ,,,,,,..< E9 ELECTRICAL 1250 PTARMIGAN ROAD,VAIL,CO,81657 ENERGY CONSERVATION:THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2015 El0 ELECTRICAL M INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL,AND AS DEMONSTRATED BY PRESCRIPTIVE BUILDING THERMAL W 2 LLI TILE � Zone District:Two-family Primary/Secondary Residential(PS) ENVELOPE, AS FOLLOWS: STRUCTURAL DRAWINGS CO 1 1 1 1 1 1 1 1 1 1 1 1 ROUGH FRAMING OR Lot is.437 acres,equal to 19,036 SFCe ROUGH SAWN TRIM Allowable GRFA The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IECC and as adopted by The Town of Vail, and an outline of the IX QCO .46 SF/1 SF of site area<10,000 SF of site area 10,000 x 0.46 equals 4,600 SF proposed R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: ♦ 1 .38 SF per 1 SF of site area>10,000 SF of site area 5,000 x 0.38 equals 1,900 SF W V .13 SF per 1 SF of site area>15,000 SF of site area 4,036 x 0.13 equals 525 SF Maximum Glazing U-Factor of.30 for new single family dwelling units per Town of Vail amendments,this can be a weighted average. O GLAZING II 11 II WOOD BLOCKING \ The Jeld-Wen windows and doors with dual glazed Low E glazing (Low E on two surfaces)exceeds this requiremnt-Average U-Value = .28. See 8.5 x 11 Total Allowed Gross Residential Floor Area(GRFA)for entire lot 7,025 SF window proposal from manufacture for summary of U-values. Q Proposed Square Footage Summary O OCO j Habitable SF GRFA Occupancy Type: Single Family GLU-LAM WOOD Lower Level 2,068 SF 1,386* SF STEEL / Main Level 2,184 SF 2,184 SF Building complies with the Energy Conservation requirement in Chapter 4 of the 2015 IECC per Zone 6B as adopted by Town of Vail as follows: IX CNI .1 �,/�I Upper Level 1,111 SF 1,804 SF lik Garage area over 600 SF 0 SF 0 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 0 > Total 5,363 SF 5,374 SF values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: ALUMINUM OR PARTICLE BD. OR Total Allowable GRFA 7,025 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 value SHEET METAL WOOD FIBER BD. Total Remaining GRFA 1,651 SF over the wall top plate. Q *(See sheet A2.1 for Lower Level GRFA calculations) @ Typical Roof Condition- Provides minimum insulation value of R-38 over the wall top plate per the sum of the existing cavity insulation and the new R-11.8 5 1/2"rigid foam insulation panels and 1/2"sheathing (for 6"total depth), over existing roof sheathing. BATT INSULATION 8868 SlS2SMES RIGID INSULATION Site Coverage Allowable Site Coverage is 20%of the lot 3,807 SF @ Master Bedroom Roof Condition- Provides minimum insulation value of R-38 over the wall top plate per the sum of the existing cavity insulation and the new Proposed Site Coverage 2,645 SF R-11.8 2 1/2" rigid foam insulation panels and 5/8"sheathing (for 3 1/8"total depth), over existing roof sheathing. Proposed Site Coverage for Roofs beyod 4' 111 SF VICINITY M A P Total Proposed Site Coverage SF Total Remaining Site Coverage 1,051 SF Exterior Walls Insulation-Requires R-20: Providing minimum R-20 per the sum of the existing cavity insulation and the new 3" nail base insulation panel (5/8" GYP.WALL BOARD/ ACOUSTICAL CEILING 1 1 1 1 1 1 1 1 1 1 1 I exterior sheathing, R-11.8 2 1/2"rigid foam insulation panels)with exterior wall finish (stucco, wood siding, or stone veneer), over existing wall sheathing. LSTUCCO/PLASTER on Area REVISION SCHEDULE Lot Size 19,036 SF 60%Landscape Area Requirement 11,421 SF # DESCRIPTION DATE CARPET II II IIII11111111111111111111 Lot Size 19,036 SF PLYWOOD \\\ BBESS PROJECT DESCRIPTION uilding Footprint/Driveway 3,840 SF Total Landscape Area 15,196 SF Total Hardscape Area Provided(1.2%) 177 SF Total Softscape Area Provided 15,019 SF Outside changes include replacing all railroad-tie retaining walls with boulder walls(up to the property line), all new decking, proposed new deck sections, Fleel Mainle!mace fir and adjusted grading to allow for lower window sills to meet code. The existing windows, roofing, deck surfaces, deck membranes and exterior finishes of _ _ -- _ Setbacks the home are proposed to be replaced or repainted as necessary(existing stucco)as part of the remodel. A new railing is proposed with the new deck to • -- _ - -__ .-}•- 20'from front meet code. Some windows may have increased head heights and lowered sill heights, see drawings and window schedule for locations and sizes. A 15'from sides 5 F ABBREVIATIONS 15'from rear heated driveway is proposed. - . -• z Patio can extend to 1/2 the distance of the setback £ Decks can encroach set back 5' 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 c . Roof or architectural projections can encroach 4' have added walls to support pocket doors. All vanities in the house will be replaced and/or relocated. The downstairs apartment will receive new sliding - r AAD Attic Access Door GALV Galvanized RW Roof Window doors in the closet, and a slidingbarn door to the apartment from the foyer is proposed. Apartment livingwill receive a new window to match the other • e Fid ADD Addendum GC General Contractor RO Rough Opening Height P Y p p p ._ s r;oy)tag ADJ Adjacent GL Glass SAN Sanitary Flat or mansard roofs not to exceed 30' windows. The current washer/dryer location in the utility room will be relocated within the same space, and the existing walls will be demolished. A Rr;E AOR Area of Refuge GR Grade SECT Section Sloping roof not to exceed 33' proposed mechanical room will take their place. Existing lockers in this room are to be demolished and rebuilt in the downstairs hall. Lower level bathrooms are to be reconfigured with new walls as shown, and new vanities/fixtures throughout. Separate lockable closets are to be provided in each AGG Aggregate GLB Laminated Wood Beam SEW Sewer Garage bedroom of the house. On the main floor, the master bathroom's existing walls will be demolished and rebuilt according to plan. A single vanity is to be 6'ore Cs e2 AFF Above Finished Floor GYP Gypsum SHT Sheet Allow 600 sq.ft.per unit.before area counts towards GRFA Yp relocated. A separate shower and tub are to be built. The door locations to this bathroom and the master bedroom will be moved outward to allow for a ALT Alternate GWB Gypsum Wallboard SHLV Shelves built-in on the master bedroom wall. The main livingarea will receive new clerestorywindows and a new window configuration of the existingwindows. Two yti�galley Dr Parking Required per Chapter 10 ARCH Architectural HDW Hardware SIM Similar If a dwelling unit's gross residential floor area is 5,500 square feet or more:5 spaces large built-ins are to be located on the north and south walls of the living area. The dining area and kitchen will be one single space as the walls separating BM Beam HD Head SL Sliding them will be demolished. 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 BRG Bearing HVAC Heating,Ventilating, SM Sheet Metal enclosed with drywall. The upper level will receive minor changes including separate lockable closets, new swing doors, and new vanities. A new railing is veil calf clot} BET Between and Air ConditioningSTC Sound-Transmission Class proposed to math the exterior deck railing. - Maint Facility BD Board HT Height SPEC Specification GENERAL NOTES • Vail Valley Dr qb BS Both Sides HWY Highway SQ Squarea^ 12513 Ptarmigan Rd BO Bottom Of HOR Horizontal STD Standard R.� O A. THE CONTRACT DOCUMENTS CONSIST OF ARCHITECTURAL AND STRUCTURAL , P� BLDG Building ID Inside Diameter STL Steel DRAWINGS,THE AGREEMENT,THE GENERAL NOTES AND THE SPECIFICATIONS.ANY m CAB Cabinet INT Interior STRUCT Structure (al) WORK SHOWN IN ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY Cpt Carpet JT Joint SUB Substitute COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE y sa- REPORTED TO THE ARCHITECT IMMEDIATELY. Q CL Centerline LAM Laminate SUPPL Supplement(al) B. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION O" Ptarm+(1afi 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, ��� 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 3rd, 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 PROJ 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 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 SHEET REF Refer 81601 I. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. Phone: (214)455 0191 Office: (970)949-9391 FD Floor Drain REFR Refrigerator W/ With (comb.form) Phone: (970)945-7988 Phone: (970)949-1406 0_ DIMENSIONS NOTED WITH"N.T.S."DENOTES NOT TO SCALE. Phone: (970)926 4301 Fax: (970 949-0839co 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 FDN Foundation RequiredWD Wood tommybishopasid@gmail.com Fax: (970)926 4364 krm krmconsultants.com READ CEILINGS,AND WALLS WITH ALL ARCHITECTURAL,STRUCTURAL,MECHANICAL, @ w GA Gauge RHSM Round Head Sheet Metal Screw PLUMBING,AND ELECTRICAL DRAWINGS. mikepost@evsurvey.com A1 .0 M RM Room K. CONTRACTOR TO COORDINATE NEW CONSTRUCTION W/EXISTING CONDITIONS AND hans@berglundarchitects.comup NOTIFY ARCHITECT AND STRUCTURAL ENGINEER ABOUT DISCREPANCIES OF o DRAWINGS OF EXISTING HOUSE AND ASSUMPTIONS. c\ M