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HomeMy WebLinkAboutPLANS Commercial Remodel 504 Pine River Crt 2024-06-03BAS1S.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 Plans 2/10/23 CD - REV1 B& E B u i l d e r s 50 4 P i n e R i v e r L n 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 . Of f i c e F i n i s h 2/10/23 REF 7' - 0 " 3' - 0 " 7' - 0 " 5' - 0 " 7'-0" 3'-0" 7' - 0 " 3' - 0 " 7' - 0 " 3' - 0 " 7'-0" 3'-0"7'-0" 2'-8" 1 1 1 1 1 1 1 1 8' - 0 " 3 1 / 2 " 17 ' - 6 " 3 1 / 2 " 11 ' - 5 " 90'-5" 3'-9 3/4"4'-7"3'-7" 8' - 0 " 3 1 / 2 " 4' - 6 " 8' - 6 " 4' - 6 " 2'-0" 5 1/2" 10'-8" 3 1/2" 10'-0" 6'-1 3/4"5 1/2"5'-6"2'-0" 20'-11 1/2" 5'-7"3 1/2"6'-1"3 1/2"14'-10" 7' - 2 " 13 ' - 1 1 / 2 " 5' - 7 " 5'-0" 1' - 6 " 1' - 3 " 1' - 3 " 4'-0" 4' - 8 " 4'-0" 2' - 6 " 1'-0" 4' - 4 " 4' - 4 " 1'-0" 1'-6" 5' - 0 " 4'-0" 2' - 6 " 4'-0" 2'-3" 1' - 0 " 4'-0" 1' - 6 " 5'-0" NEW WALL UNDER GIRDER BEAM (VERIFY LOCATION) EXISTING ELEC. PANEL TO REMAIN NEW BEAM/POSTS AT REMOVED WALL REMOVE EXIST. WALL INFILL WINDOW OPNG. INSUL. FILL CAVITY, WALL FINISH MATERIALS MATCH EXISTING, TYP. ACCESSIBLE DOOR CLEARANCES, TYP. RESTROOM ACCESSIBLE ROUTE (EMPLOYEE RESTROOM) EGRESS PATH - 30' EGRESS PATH -25' SIDE APPROACH C.F.S. CENTERED ON SINK/REF. 34" COUNTERS, TYP. 5' DIA. TURNING RADIUS, TYP. CASED OPENING OFFICE OFFICE OFFICE ENTRY RECEPTION EXIST. MECH. ADA BATH BREAK ROOM VAULTED CEILING BAY 1 BAY 2 8' CLG 9' CLG 8' CLG 8' CLG 8' CLG E.F. 8' CLG 3/ A 2 3/ A 2 4/A24/A2 5/A25/A2 5'-0" 1 3/ A 2 3/ A 2 4/A24/A2 5/A25/A2 NEW 2x4 WALLS AT VAULTED CEILING EXTEND STORAGE FLR/ CLG TO NEW WALL LINE 2x4 RAKE WALL OVER NEW TIMBER BEAM 4/ 1 2 4/ 1 2 VAULTED CEILING TO BELOW STORAGE ATTIC (UNOCCUPIED-NO PERMANENT ACCESS REQ'D) OPEN TO BELOW REF N REF N 1 1 2 1/4" = 1'-0" Ground Floor Plan 3 1/8" = 1'-0" Storage Attic 1 Vicinity Map H.C. PARKING SPACE ACC. ROUTE TO DOOR B&E Builders Office Remodel 2015 IBC Code Study Use & Occupancy Class -- Chapter 3 Existing: B Business S-1 Storage Height & Area Limitations -- Chapter 5 Type V-B building Use Group: B (NS) No. Stories, Table 504.4 2 stories Allowable area, Table 506.2 9,000sf Use Group: S-1 (NS) No. Stories, Table 504.4 1 stories Allowable area, Table 506.2 9,000sf Increases (506.2.3/506.3): Not Taken Total Existing: 3,475sf Non-separated occupancies per Table 508.4 Types of Construction -- Chapter 6 Type V-B: Any materials permitted by code Fire-resistive rating: Table 601 - Type V-B Structural Frame: 0 hr Bearing walls 0 hr Floor/Roof 0 hr Exterior wall protection: Table 602 B/S-1 occupancy/Type V-B: All Walls 0hr > 10’ Fire - Resistive Construction -- Chapter 7 Opening Protectives: Table 705.8 All walls: No Limit > 30’ Fire Protection Systems -- Chapter 9 Automatic Sprinkler system – None Fire Alarm: Group B/S: Not req’d Means of Egress - Chapter 10 Ground Floor Occupancies: B - 890sf (100 gross) - 9 occ’s S-1 - 2,430sf (300 gross) - 9 occ’s Total - - 18 occ’s (1 exit req’d) Accessibility -- Chapter 11 Accessible route from accessible parking existing. Accessible Toilet facility provided PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Building Code, 2015 edition 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: Storage Floor - 125 psf Office Floor - 50 psf Hazard Zones: Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes 6. Typical exterior walls: Existing metal building shell & insulation to remain 7. Typical roof: Existing metal building shell & insulation to remain INTERIOR FINISH 8. Provide blocking in wall for mounting all grab bars, cabinets, towel bars, closet rods, etc. 9. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide metal edge trim where gypsum wallboard meets a different material. 10. Provide DenShield Tile Backer or equal fiber reinforced gyp behind all tiled surfaces. Provide water-resistant gypsum wallboard at all other wet locations. 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: existing gas furnace 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. HWY 3 6 - M O R A I N E A V E . RIVE R S I D E D R . *504 PINE RIVER LN. REVIEWED by SAFEbuilt; 2018 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 02/14/2023 2015 Sales or service counters to meet section 904 standards. ICC A117.1-2009. 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 A2 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS Framing/Sections 2/10/23 CD - REV1 B& E B u i l d e r s 50 4 P i n e R i v e r L n 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 . Of f i c e F i n i s h 2/10/23 12 4 +/ - 1 1 ' - 0 " <7 ' TH R O U G H O U T 2x CEILING RAFTERS AT VAULTED CEILING RE: FRAMING EXISTING SHELL ROOF UN-ALTERED EXISTING BLANKET INSUL. TO REMAIN EXISTING FLR/CEILING REMOVED OVER RECEPTION EXISTING FLR/CEILING RE: FRAMING GYP/OSB/OR PLY STORAGE SIDE 5/8" GYP CEILING MIN. 1/2" GYP WALLS, TYP. ATTIC STORAGE (UNOCCUPIED) OFFICEOFFICERECEPTION ATTIC STORAGE (UNOCCUPIED) EXISTING SHELL/INSUL. TO REMAIN AT REMOVED WINDOW FILL CAVITY w/ INSUL. (MIN. R-21), TYP. NEW TIMBER BEAM/POSTS AT REMOVED WALL RE: FRAMING REMOVED FLR/CLG AT RECEPTION NEW I-JOIST FLR/CLG RE: FRAMING VAULTED CEILING FRAMING RE: FRAMING RECEPTION STORAGE ATTIC KITCHENETTE STORAGE GARAGE <7 ' - 0 " TH R O U G H O U T EXIST. ELEC. PANEL TO REMAIN EXIST. WALL REMOVED EXIST BLANKET INSUL. TO REMAIN, TYP. FLUSH BOTTOM CHORDS OF EXIST./ NEW FRAMING OFFICEOFFICE ATTIC STORAGE (UNOCCUPIED) 9 1 / 2 " R F P I 4 0 ' s @ 1 6 " o . c . EX I S T . 2 x 8 J O I S T S EX I S T . 2 x 8 J O I S T S 2x6 CEILING RAFTERS SIMPSON LU HANGERS OR EQ. EXIST. 2x FRAMING TO NEW BEAMSIMPSON ITS HANGERS OR EQ. I-JOIST FRAMING TO BEAM 2x10 LEDGER TO ENDS OF EXIST. JOISTS & 2x10 BLOCKING BTWN JOISTS SIMPSON ITS HANGERS OR EQ. I-JOIST FRAMING TO LEDGER EXIST. WALL BELOW 2x RIM ALONG NEW WALL LINE 2x4 RAKE WALL OVER TIMBER BEAM NEW 2x4 WALL ON TOP OF EXIST. FLR/CLG (OVER WALL BELOW) 8x8 D.F. #1 POSTS TO SLAB PROV. SIMPSON APVB OR SIM. (2) 9 1/2 LVL OR 4x10 D.F. #18x 1 2 D . F . B E A M (F L U S H ) (2 ) 9 1 / 2 " L V L ' S (F L U S H ) (2 ) 2 x 1 0 ' s 3/ A 2 3/ A 2 4/A24/A2 5/A25/A2 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" 4'-0" 2' - 6 " 5'-0" 5'-0" 2' - 0 " 3' - 0 " 5' - 0 " 1'-0"3'-0"1'-0" 9" MI N . 5' - 0 " 5' - 0 " 48 " M A X (C O N T R O L S ) 6" 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. DIVIDERS (PER PLAN) TILE OR FRP WAINSCOT TILE OR FRP WAINSCOT TOE CLEARANCE W.C. BACK WALLW.C. SIDE WALL LAV BACK WALLLAV SIDE WALL CLEAR FLOOR SPACE (CFS) CLEAR FLOOR TURNING RADIUS T-SHAPED TURNING SPACEPIPE PROTECTION MIRROR(S) MIN. 30" WIDE CENTER ON FAUCET PROV. SPACE FOR DISP. 3 1/4" = 1'-0" Cross Section 4 1/4" = 1'-0" Longitudinal Section 5 1/4" = 1'-0" Longitudinal Section 1 1/4" = 1'-0" Storage Loft Framing 2 3/8" = 1'-0" ANSI Accessibility Reviewed by SAFEbuilt 02/14/2023 ADA bathroom to be completed with this permit. Reviewed by SAFEbuilt 02/14/2023