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PLANS Remodel Massage Room 1700 Colorado Peaks Dr 2022-08-11
BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 A1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS As-Built 7/26/22 Permit/CD Es t e s P a r k R e s o r t 17 0 0 C o l o r a d o P e a k s D r Es t e s P a r k , Co 80 5 1 7 A R C H I T E C T U R E P . C . Sp a R e m o d e l 7/26/2022 UP 6'-8" 3'-0" 6'-8" 3'-0" 6' - 8 " 2' - 8 " 6' - 8 " 2' - 8 " 6' - 8 " 2' - 8 " 6' - 8 " 2' - 8 " 6' - 8 " 2' - 8 " 6' - 8 " 3' - 0 " 6' - 8 " 3' - 0 " 6' - 8 " 3' - 0 " 6' - 8 " 3' - 0 " 6'-8" 3'-6" 20 ' - 1 0 " 11 ' - 8 " 11 ' - 3 " 3 1 / 2 " 4' - 6 " 3 1 / 2 " 7' - 5 " 5 1 / 2 " +/ - 7 ' - 1 1 3 / 4 " +/ - 6 ' - 1 " 9'-7" +/- 47'-8 1/2" 23'-8"5 1/2"18'-0"5'-5" +/ - 2 ' - 8 1 / 4 " 12 ' - 1 " +/- 15'-11" 20'-8" +/ - 6 ' - 0 " 5' - 0 " 3'-4" 3' - 6 1 / 2 " 5' - 2 " 3 1 / 2 " 5' - 2 " 3 1 / 2 " 5' - 2 " 4' - 3 " 5'-10" 4'-5 1/4"5 1/2"4'-5" MIN. 3' TYP. +'- 10'-0"+/-6'-7"+/-20'-7" +/ - 1 5 ' - 4 " 4' - 4 " 4'-3" NEW OPENING BELOW (e) WINDOW FIXTURES NOT ACCESSIBLE EXCEPT IN RESTROOM & TREATMENT 1, TYP MECH. RECEPTION LOUNGE TREATMENT 6 TREATMENT 1 TREATMENT 4 TREATMENT 3 MENS RESTROOM EXIST. PATIO EXIST. EXTERIOR EXIT STAIR (e) DECK ABOVE TREATMENT 5 TREATMENT 2 NOTE: ARCHITECT AS-BUILT DRAWINGS BASED ON INTERIOR DESIGNER PLAN BY PACIFIC WEST HOSPITALITY DATED 5/16/2022 ALL DIMENSIONS APX. TO BE FIELD VERIFIED WOMENS RESTROOM FITNESS FOOTSOAK STATION RE: 2-A FOR ACCESSIBILITY DETAILS RE: 2-C FOR ACCESSIBILITY DETAILS RE: 2-B FOR ACCESSIBILITY DETAILS RE: 2-D FOR ACCESSIBILITY DETAILS RE: 2-B FOR ACCESSIBILITY DETAILS 4/ A 1 DN UP UP DN UP EXISTING EXIT SIGNS & EE LIGHTING AT EXIT DOORS EXIT ACCESS MAX EGRESS TRAVEL 80' EXIT ACCESS EXIT ACCESS CO M M O N P A T H OF E G R E S S 34 ' EXIT ACCESS 40 " MI N . 1 8 " MIN. 54" 12" MAX 40" 35 " 18 " MI N . 17 " - 1 9 " (S E A T ) 1 1 / 2 " 2'-0" MIN. 3'-6" MAX 8" 9" 11" MI N . 2 7 " 5' - 0 " 5' - 0 " 35 " 24" MIN.12" MIN 36" MIN. 16"-18" 34 " M A X MA X 4 0 " TO G L A S S MIN. 15" 9" MI N . 5' - 0 " 5' - 0 " 8"-10" 12" MAX 33 " - 3 6 " 3"-6" MI N . 1 8 " 15" MAX CO N T R O L W A L L 24 " M I N . 4" MAX 15" MAX 12" MAX 48 " M A X (C O N T R O L S ) 3' - 0 " 6" 6" MAX 17 " - 1 9 " 38 " M I N . 60" 15" MAX EITHER SIDE OF SEAT CENTER 48 " M A X AB V . G R A B B A R 27 " M A X 24"-36"36" MIN. 15" MAX 6" MAX 15" MAX ALLOWABLE AREA OF DISPENSER GRAB BARS, PROV. SOLID BLOCKING IN WALLS, TYP. PIPE PROTECTION MIN. LEG CLEARANCE DISPENSERS FRP OR TILE WAINSCOT GRAB BARS, PROV. SOLID BLOCKING IN WALL, TYP. PARTITIONS (PER PLAN) TILE OR FRP WAINSCOT TILE OR FRP WAINSCOT W.C. BACK WALLW.C. SIDE WALL LAV BACK WALLLAV SIDE WALL GRAB BARS FOR BATHTUB WITH PERMANENT SEAT GRAB BARS FOR ALTERNATE ROLL-IN SHOWER WITH SEAT CL A B C D PIPE PROTECTION 6" 1 1/2" MAX 3" MAX MIRROR(S) MIN. 30" WIDE CENTER ON FAUCET PROV. SPACE FOR DISP. HANDSHOWER w/ MIN. 59" HOSE (NOT TO OBSTRUCT GRAB BARS) SEAT EXIST. GYP WRAPPED WALL AT CEILING DROP 2x4 TROFFER LIGHTING (DIMMABLE), TYP. SUPPLY DIFFUSER, TYP. NEW 2x2 REVEAL ACT CEILING, UTILIZE EXISTING 2x4 GRID, DRAPED OR STACKED SOUND INSUL. BETWEEN ROOMS/HALL AT WALL LINES, TYP. RETURN GRILLE, TYP. 9'-0" ACT CEILING 9'-0" ACT CEILING 9'-0" ACT CEILING 9'-0" ACT CEILING 9'-0" ACT CEILING9'-0" ACT CEILING 8'-6" ACT CEILING 8'-6" ACT CEILING 8'-6" ACT CEILING EXIT EX I T EM LIGHT EM L I G H T 9'-0" ACT CEILING COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate Project Title: 2015 IECC Project Type:Alteration Construction Site: 1700 COLORADO PEAKS DR. Estes Park, Colorado 80517 Owner/Agent: Estes Park Resort 1700 Colorado Peaks Dr. Estes Park, Colorado 80517 Designer/Contractor: Bas1s Architecture Estes Park, Colorado 80517 Project Information Energy Code: Estes Park Resort Allowed Interior Lighting Power A Area Category B Floor Area (ft2) C Allowed Watts / ft2 D Allowed Watts 1-Health Spa (Health Care-Clinic)1555 0.90 1400 1400Total Allowed Watts = Proposed Interior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixture Health Spa (Health Care-Clinic, 1555 sq.ft.) LED: 2x4TROFFER: 2x4 TROFFER W/ (4) T8 TUBES: LED Linear 15W:4 21 60 1260 1260Total Proposed Watts = Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Interior Lighting PASSES Project Title: Data filename: Estes Park Resort 07/26/22Report date: 41 ofPage Jayson McMurren, RA Bas1s 7/26/22 1 1/4" = 1'-0" Spa Plan 3 1/8" = 1'-0" Egress Plan 2 3/8" = 1'-0" ANSI Accessibility 4 1/8" = 1'-0" Spa RCP 1700 Big Thompson Ave 2015 IEBC Code Study Chapter 5 Classification of Work Existing Building constructed as Type V-A, Sprinklered Structural Frame/Floors/Roof: 1 hr Occupancies (existing) R1 - Hotel (pool accessory use) Alterations – Level 1: flooring, wall finishes Alterations – Level 2: Reconfiguration of space, extension of heating system Pool area space converted to spa treatment rooms & reception Change of Use - None - Accessory use to Accessory use Chapter 7 Level 1 Alterations 702 New materials must meet flame spread requirements of IBC A-2 – Rooms + Spaces: Class C(per IBC Table 803.11, footnote e) 703 Alterations must maintain existing fire protection level 704 Existing Means of Egress is adequate Egress path from all new rooms to existing (2) exit and (1) exit access doors. 705.1.9 Toilet rooms: Accessible toilet room provided (in adjoining gym) 705.1.13 Alterations shall not reduce existing level of accessibility Chapter 8 Level 2 Alterations 804.2.1.1 Alteration not more than 50% of floor area 804.2.2 Automatic Fire Protection: existing - adjust heads to ea. room 804.4 Fire alarm + detection: Smoke detector system in accordance with NFPA 72 804.4.3 Smoke Alarm not req'd to be interconnected to rest of building 805.8.1 (2) Existing exit signs and emergency lights to remain 806: Accessibility required as indicated in 705 above. 807: New walls/openings inside of existing structure, Non- Structural* 808: New electrical to comply with NFPA 70 809.1 New forced air system with oustide air per mech. Exist. operable windows 810: Existing bathrooms to remain: Occupant load of spa reduction to that of pool Means of Egress - IBC Chapter 10 (e) Gym & Restrooms 1,105sf (gross)/50 = 23 occ’s Work area - Spa: 1,640sf ((gross)/100 = 17 occ's Mechanical room: 40sf (gross)/300 = 1 occ Total: 41 occupants 80' Max Travel Distance to exit Min 2 exits required, 2 existing exits. All exit doors swing in direction of travel and are provided with panic hardware. 2015 IBC - Chapter 10 Means of Egress 1010.1.2 Ex. 9 Manually operated horizontal sliding doors permitted in a means of egress from spaces with an occupant load of 10 or less (individual treatment rooms). PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Existing Building Code and International Building Code, 2015 editions as amended by the Town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Provide fire-blocking per IBC Section 718. Provide fire- blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. 5. Design Loads: Risk Category: II Roofs: Dead Load: 15 Ground Snow Load Pg: 70 PSF @ 8,000 FT Floors: Private Rooms/Corridors Live Load: 40 PSF Public Rooms/Corridors Live Load: 100 PSF Floor Dead Load: 10 PSF Wind: Ultimate Wind Speed: 175 MPH, 3 Second Gust, Exposure class C Seismic: Category B INTERIOR FINISH 6. Provide blocking in stud walls for mounting all grab bars, cabinets, towel dispensers, dryers etc. 7. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide metal edge trim where gypsum wallboard meets a different material. 8. Provide cementitious board (Durock or equal) behind all tiled surfaces. EXTERIOR 9. N/A 10. N/A MECHANICAL AND PLUMBING 11. All heating equipment, piping and installation to comply with the I.M.C., 2015 edition, and all other applicable codes. 12. All plumbing materials and equipment to comply with the I.P.C., 2015 edition, and all other applicable codes. 13. Mechanical & plumbing contractor to provide design and installation of heating system, and service and connections for all appliances and fixtures. 14. Coordinate installation of equipment with Electrical contractor. 15. Mechanical system: New (gas) forced air system w/ A/C (system design by others). ELECTRICAL 16. Electrical materials and installation to comply with the N.E.C., 2020 edition, and all other applicable codes. 17. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 18. Power, lighting and smoke alarm location to comply with code requirements. 19. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. ENERGY 20. All exposed cavities to be filled with insulation to completely fill cavity. 21. All new components to meet or exceed prescriptive requirements of the 2015 IECC as listed in Tables C402.1.3, C402.1.4 and C402.4 Sheet Revised in its Entirety APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 08/11/2022 This structure must comply with the requirements of the 2020 National Electrical Code See email in file regarding this tub COPYRIGHT RESERVED SEAL: SHEET TITLE: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. REVISIONS DATE DESCRIPTION NO. PROJECT NO.: DRAWN BY: CHECKED BY: 323 3RD AVENUE, #100 TEL: 1.888.840.4PCD LONGMONT, CO 80501 BOWMAN.COM 21101 Bowman MECHANICAL LEGEND AND NOTES SF WS M0.1 Approved by SAFEbuilt 08/11/2022 11:42:29 AM COPYRIGHT RESERVED SEAL: SHEET TITLE: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. REVISIONS DATE DESCRIPTION NO. PROJECT NO.: DRAWN BY: CHECKED BY: 323 3RD AVENUE, #100 TEL: 1.888.840.4PCD LONGMONT, CO 80501 BOWMAN.COM 21101 Bowman MECHANICAL SCHEDULES SF WS M0.3 Approved by SAFEbuilt 08/11/2022 11:42:45 AM COPYRIGHT RESERVED SEAL: SHEET TITLE: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. REVISIONS DATE DESCRIPTION NO. PROJECT NO.: DRAWN BY: CHECKED BY: 323 3RD AVENUE, #100 TEL: 1.888.840.4PCD LONGMONT, CO 80501 BOWMAN.COM 21101 Bowman MECHANICAL DETAILS SF WS M0.4 Approved by SAFEbuilt 08/11/2022 11:42:45 AM UPUP COPYRIGHT RESERVED SEAL: SHEET TITLE: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. REVISIONS DATE DESCRIPTION NO. PROJECT NO.: DRAWN BY: CHECKED BY: 323 3RD AVENUE, #100 TEL: 1.888.840.4PCD LONGMONT, CO 80501 BOWMAN.COM 21101 Bowman MECHANICAL PLAN SF WS M1.1 Approved by SAFEbuilt 08/11/2022 11:42:45 AM UP COPYRIGHT RESERVED SEAL: SHEET TITLE: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. REVISIONS DATE DESCRIPTION NO. PROJECT NO.: DRAWN BY: CHECKED BY: 323 3RD AVENUE, #100 TEL: 1.888.840.4PCD LONGMONT, CO 80501 BOWMAN.COM 21101 Bowman PLUMBING PLANS SF WS P1.1 Approved by SAFEbuilt 08/11/2022 11:42:46 AM WORK AREA Approved by SAFEbuilt 08/11/2022 11:43:47 AM