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Home My WebLink AboutPLANS Commercial Building 1221 High Dr 2021-08-17BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G0.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S COVER SHEET CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 COVER CODE/ASSEMBLIES PLANS ELEVATIONS SECTIONS SCHEDULES, STOREFRONTS RCP INTERIOR ELEV. / FINISHES Wall Sections Details G0.0 G1.0 G1.1 A2.0 A2.1 A2.2 A3.0 A3.1 A3.2 A4.0 A4.1 A4.2 A5.0 A5.1 A6.0 A7.0 A7.1 A7.2 A8.0 A9.0 COVER SHEET CODE ASSEMBLIES, COMCHECK, SUBMITTAL LIST GROUND FLOOR UPPER FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS ELEVATIONS SECTIONS SECTIONS SECTIONS DOORS & WINDOWS STOREFRONTS RCPs INTERIOR ELEVATIONS INTERIOR ELEVATIONS FINISH PLAN Wall Sections Details CD 01 02 03 CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL C1.0 C1.1 C1.2 C1.3 C1.4 C1.5 1.6 S1 S2 S3 S4 S5 S6 S7 M-0.1 M-1 M-1.1 M-1.2 M-2 M-2.1 M-3 M-4 M-4.1 M-4.2 M-5 M-6 P-0.1 P-1 P-1.1 P-1.2 P-2 P-2.1 P-2.2 P-3 P-3.1 P-4 E0.0 E1.0 E2.0 E2.1 E3.0 E3.1 E4.0 E5.0 E5.1 E6.0 E6.1 E6.2 E7.0 E8.0 CIVIL GENERAL NOTES EX. CONDITIONS SITE PLAN PR. CONDITIONS SITE PLAN GRADING PLAN LANDSCAPE PLAN CONSTRUCTION DETAILS EROSION CONTROL PLAN GENERAL NOTES FOUNDATION PLAN SECOND FLOOR FRAMING ROOF FRAMING PLAN MAIN FLOOR BRACED WALL PLANE SECOND FLOOR BRACED WALL PLAN FRAME DETAILS GENERAL SPECS & LEGEND HVAC PLAN - LOWER FLOOR HVAC PLAN - UPPER FLOOR HVAC PLAN - ROOF HVAC SCHEDULES & DETAILS VENTILATION HOOD SCHEDULES & GREASE DUCT SPECS KITCHEN/HOOD SCHEDULES & DETAILS KITCHEN/HOOD FAN DETAILS KITCHEN/HOOD FAN DETAILS 2 HOOD CONTROL & EXHAUST DUCT DETAILS HOOD FAN POWER & CONTROL DETAILS PLUMBING GENERAL SPECS & LEGEND PLUMBING DRAIN, WASTE & VENT - LOWER PLUMBING DRAIN, WASTE & VENT - UPPER PLUMBING DRAIN, WASTE & VENT - ROOF DOMESTIC WATER & GAS - LOWER FLOOR DOMESTIC WATER & GAS - UPPER FLOOR DOMESTIC WATER & GAS - ROOF PLUMBING SCHEDULES / DETAILS PLUMBING FIXTURE SCHEDULES / DETAILS PLUMBING DWV RISERS GENERAL CONSTRUCTION NOTES & LEGEND ELECTRICAL SITE PLAN FIRST FLOOR LIGHTING PLAN SECOND FLOOR LIGHTING PLAN FIRST FLOOR POWER PLAN SECOND FLOOR POWER PLAN ELECTRICAL ROOF PLAN ELECTRICAL ONE-LINE & SCHEDULES EQUIPMENT SCHEDULES ELECTRICAL DETAILS ELECTRICAL DETAILS LIGHTING CONTROL DETAILS LIGHTING COMPLIANCE CERT. ELECTRICAL SPECIFICATIONS CD 01 02 03 VICINITY MAP 1 NEW BUILDING LOCATION OWNER PROJECT TEAM CIVIL & STRUCTURAL ENGINEER CONTRACTOR BAS1S Architecture, P.C. Steve Lane, AIA 1692 Big Thompson Ave. Ste 100 Estes Park, CO 80517 steve@bas1s.com 970.586.9140 ARCHITECT The Bird's Nest Cafe and Catering Kitchen Fry Engineering, Inc. Shane Fry, P.E. Fort Collins, CO 80521 shane@fryeng.com 970.658.3665 MECHANICAL & PLUMBING ENGINEER * ARCHITECTURAL 9-11-2020 CD BID SETS DEFERRED SUBMITTALS 21 03 00 FIRE SUPPRESSION NOTE: DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR REVIEW . ONCE REVIEWED, CONTRACTOR SHALL FORWARD TO THE BUILDING DEPARTMENT FOR APPROVAL. FABRICATION AND/OR INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT OCCUR UNTIL APPROVAL OF THE BUILDING DEPARTMENT IS RECEIVED. 11-20-20 CD PERMIT APPLICATION 7-14-21 Rev1 REVIEW COMMENTS REV., EQUIPMENT CHANGES, LAYOUT REV. ISSUE DATE ISSUE ID DESCRIPTION ARCHITECTURE SET ISSUE HISTORY Trail Ridge Consulting Engineers Inc. David Bangs, P.E. 1191 Woodstock Dr. Estes Park, CO 80517 dbangs@trailridgece.com 970.308.8221 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: RE: Structural Hazard Zones: Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes 6. Typical exterior wall: Siding (see elevations) on housewrap on 7/16-inch sheathing on 2x6 stud wall (16"o.c.). Provide blown fiberglass insulation in stud cavity. 5/8-inch non-rated gypsum wallboard at interior, unless otherwise noted. 7. Typical roof: Metal roofing on min. 30# felt on nominal 5/8-inch roof sheathing on roof trusses or rafters as noted. Provide Ice & water shield to all roof surfaces with slope <4/12, Ice & Water shield 2' inside wall line, Typ. Provide blown-in insulation in roof joist cavity, with preformed air vent, over conditioned space. Air Leakage: Continuous air barrier thermal envelope materials in accordance with IECC C402.5.1.1 and IECC C402.5.1.2.1 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: Forced Air Gas Furnace (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. ENGINEERING ELECTRICAL ENGINEER RJ McNutt & Associates Waylon Cash, E.E. 4645 W 18th Street Ste 200 Greeley, CO 80634 Waylon@rjmcnutt.com 970-330-3266 Bird's Nest Melissa Strong 915 Moraine Ave Estes Park, CO 80517 melissa@birdandjim.com 970.586.9832 TBD :22'672&.'5,9((67(63$5.&2 ZZZWUDLOULGJHFHFRP GEDQJV#WUDLOULGJHFHFRP© 2020 DAB GENERAL NOTES: 1.THIS PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE RELIED UPON AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY PLAT. 2.ALL WORK SHALL COMPLY WITH TOWN OF ESTES PARK STANDARDS AND SPECIFICATIONS, LATEST EDITION, AS WELL AS ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS. 3.CONTRACTORS ARE SPECIFICALLY CAUTIONED TO COMPLY WITH ALL APPLICABLE STATE REQUIREMENTS REGARDING THE PROTECTION OF EXISTING UNDERGROUND UTILITIES FROM DAMAGE DUE TO EXCAVATION. THE LOCATION OF ALL UTILITIES AS SHOWN HEREON ARE BASED UPON INFORMATION AVAILABLE, AND COMPLETENESS IS NOT GUARANTEED. THE CONTRACTOR AND OWNER SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION AND DEPTH AND PROTECTION OF ALL EXISTING UTILITIES. CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER AT 811 AT LEAST 2 DAYS IN ADVANCE OF STARTING WORK, AS REQUIRED. 4.EXISTING CONDITIONS PLAN AS SHOWN HEREON IS PREPARED BY TRAIL RIDGE CONSULTING ENGINEERS. 5.POT-HOLING MAY BE REQUIRED FOR VERIFICATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR BUDGETING FOR POT-HOLING OR HAND EXCAVATION AS NECESSARY FOR THE VERIFICATION OF ALL EXISTING UNDERGROUND UTILITIES. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS AS SHOWN HEREON, INCLUDING UTILITY LOCATIONS AND DEPTHS PRIOR TO COMMENCING WORK. CONTACT ENGINEER REGARDING ANY DISCREPANCIES IN EXISTING CONDITIONS ON SITE AND WHAT IS SHOWN HEREON. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING IMPROVEMENTS NOT SCHEDULED FOR REMOVAL DURING THE PROJECT AND SHALL BE RESPONSIBLE FOR REPAIRS TO ANY SAID IMPROVEMENTS DAMAGED DURING CONSTRUCTION. 8.CONTRACTOR SHALL MAINTAIN EXISTING PEDESTRIAN AND VEHICULAR TRAFFIC IN THE AREA DURING CONSTRUCTION. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED FEDERAL, STATE AND LOCAL PERMITS AS APPLICABLE. 10.ALL STATIONING AS SHOWN HEREON REFERS TO CENTERLINE STATIONS UNLESS NOTED OTHERWISE. 11.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE APPLICABLE BOULDER COUNTY STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 12.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 13.THESE CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF NO MORE THAN THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER (OR FOR ANOTHER LENGTH AS SPECIFIED BY THE LOCAL JURISDICTION). USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 14.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER’S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 15.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER “DRY” UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 16.THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 17.THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH /IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 19.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 20.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 21.THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 22.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 23.THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 24.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 25.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE LOCAL ENTITY. CERTIFICATION SHALL BE SUBMITTED TO THE LOCAL ENTITY AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY. 26.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 27.TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 28.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 29.NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. 30.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY 31.THE LOCAL ENTITY ENGINEER AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY 32.HAS BEEN PROVIDED, THE CONTRACTOR MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 33.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE CONTRACTOR MAY USE THE LOCAL ENTITY’S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND PAVING SURFACES PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT. 34.THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY. 35.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 36.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 37.THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 38.THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 39.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 40.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 41.THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 42.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 43.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY’S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD 44.DRAWINGS TO THE LOCAL ENTITY ENGINEER. 45.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: BENCHMARKS—LOCAL SITE SURVEY COMPLETED BY TRAIL RIDGE CONSULTING ENGINEERS. B.M. NUMBER 1, ELEV.=7668.83' DESCRIPTION - #4 REBAR WITH ILLEGIBLE YELLOW PLASTIC CAP - NORTHWEST PROPERTY CORNER B.M. NUMBER 2, ELEV.=7667.06' DESCRIPTION - #4 REBAR WITH ILLEGIBLE YELLOW PLASTIC CAP - NORTHEAST PROPERTY CORNER 46.ALL STATIONING IS BASED ON CENTERLINE OF IMPROVEMENTS UNLESS OTHERWISE NOTED. 47.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR’S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 48.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. 49.PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 50.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 51.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 52.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 53.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES. 54.LONGITUDINAL AND TRANSVERSE PAVING JOINTS SHALL BE PROVIDED AT A MAXIMUM SPACING OF 10 FT. ON CENTER IN CONCRETE FOR EXPANSION AND CONTRACTION. THE LOCATION AND EXTENT OF JOINTS SHALL BE BASED ON THE PAVEMENT GEOMETRY. ALL JOINTS SHALL BE SAWCUT JOINTS AND SHALL BE CUT WITHIN 24 HOURS OF CONCRETE PLACEMENT. ALL JOINTS SHALL BE SEALED AND DOWELED WHERE NECESSARY FOR LOAD TRANSFERS. JOINTS SHALL NOT BE LOCATED ALONG FLOW LINES. 55.SEALS SHALL BE PROVIDED BETWEEN CURB AND PAVEMENTS AND AT ALL JOINTS TO REDUCE MOISTURE INFILTRATION. GRADING & EROSION CONTROL NOTES: 1.THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a.BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b.REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. c.BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8.WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9.THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12.COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 13.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 14.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE COUNTY. 15.A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. 16.UNLESS OTHERWISE STATED ALL SPOT ELEVATIONS ARE FLOWLINE OF CURB AND GUTTER OR TOP OF PAVING. 17.ALL PROPOSED CONTOURS ARE TO TOP OF FINISHED PAVING AND LANDSCAPED AREAS. 18.MATCH EXISTING GRADES AT THE LIMITS OF CONSTRUCTION. 19.UNSUITABLE MATERIALS (MUCK) ENCOUNTERED WITHIN THE SUBGRADE SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE ENGINEER. THE EXCAVATED AREAS SHALL BE BACKFILLED TO THE FINISH GRADED SECTION WITH APPROVED MATERIALS. ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. 20.HYDROSEEDING TREATMENT SHALL BE APPLIED TO ALL SLOPES 2:1 OR STEEPER. GENERAL UTILITY NOTES: 1.THE CONTRACTOR SHALL PROTECT ALL ADJACENT IMPROVEMENTS FROM DAMAGE AND EROSION. ALL DISTURBED AREAS OFF-SITE SHALL BE RESTORED TO A MINIMUM OF THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 2.CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL UTILITIES WITH OWNER AND APPLICABLE ENTITY PRIOR TO CONSTRUCTION. 3.ALL DIMENSIONS ARE FROM FLOWLINE OF CURB/GUTTER, PROPERTY LINES, WALL OR TO THE CENTERLINES OF MANHOLES, INLETS AND UTILITY LINES UNLESS NOTED OTHERWISE. STORM SEWER NOTES: 1.SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR LOCATIONS OF ROOF DRAIN DISCHARGE LOCATIONS. ALL ROOF DRAINS SHALL BE TIED INTO STORM SEWER LINES. 2.AREA INLETS <24" IN DIAMETER LOCATED WITHIN PATIO AREAS SHALL BE NYLOPLAST OR EQUAL RATED FOR LIGHT TRAFFIC. DRAINS AND TRENCHES IN ALL ROADWAY AREAS ARE TO MEET HS20-44 LOADING AT A MINIMUM. 3.STORM SEWER PIPE TO BE HDPE (ADS OR APPROVED EQUIVALENT) OR SDR35 LINES, SIZE AND TYPE PER PLAN. DEMOLITION NOTES: 1.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL CONSTRUCTION DEBRIS IN A LAWFUL MANNER. 2.CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS DESIGNATED TO REMAIN WITHIN THE PROJECT LIMITS. 3.CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING TREES, INCLUDING THE ROOT STRUCTURE UNLESS SCHEDULED FOR REMOVAL. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR TO ANY EXISTING IMPROVEMENTS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES TO A MINIMUM OF THEIR ORIGINAL CONDITION. 5.THE CONTRACTOR SHALL RESTORE ANY EXISTING VEGETATION AND/OR SURFACE IMPROVEMENTS BEYOND THE PROJECT LIMITS OF DISTURBED OR DAMAGED DURING CONSTRUCTION. 6.NATURAL LANDSCAPE AREAS SHALL BE RE-SEEDED WITH AN APPROVED NATIVE GRASS SEED MIX PROVIDED BY BOULDER COUNTY. DRAWING INDEX C1.0 - GENERAL NOTES C1.1 - EXISTING CONDITIONS SITE PLAN C1.2 - PROPOSED CONDITIONS SITE PLAN C1.3 - GRADING PLAN C1.4 - LANDSCAPE PLAN C1.5 -CONSTRUCTION DETAILS C1.6 EROSION CONTROL PLAN 5/7/21 MEETS AND BOUNDS LEGAL DESCRIPTION 1241 HIGH DRIVE COLORADO COTTAGES LLC ZONED A-ACCOMMODATIONS TBD HIGH DRIVE ALAN/LAURA KESTED ZONED A-ACCOMMODATIONS METES AND BOUNDS LEGAL DESCRIPTION 911 MORAINE AVE FLAT TOP PIZZA INC ZONED CO-COMMERCIAL OUTLYING 10' SCALE: 1" = 10' 0 20' LEGEND UNDERGROUND ELECTRIC SANITARY SEWER MAIN EXISTING SEWER MANHOLE TREE (SIZE NOT NOTED) SHRUB FOUND PROPERTY MONUMENTATION ANNOTATIONS SANITARY SEWER SERVICE WATER MAIN WATER SERVICE EASEMENT BOUNDARY EDGE OF ASPHALT FENCE LINE SETBACK LINE PROPERTY LINE EASEMENT CENTERLINE MAJOR CONTOUR MINOR CONTOUR ELEC/TELE/CABLE PEDESTAL/TRANSFORMER BIRD'S NEST EXISTING CONDITIONS SITE PLAN 1221 HIGH DRIVE :22'672&.'5,9((67(63$5.&2 ZZZWUDLOULGJHFHFRP GEDQJV#WUDLOULGJHFHFRP© 2020 DAB OVERHEAD UTILITY 5/7/21 MEETS AND BOUNDS LEGAL DESCRIPTION 1241 HIGH DRIVE COLORADO COTTAGES LLC ZONED A-ACCOMMODATIONS LOT 3 BEAVER POINT SUBDIVISION TBD HIGH DRIVE ALAN/LAURA KESTED ZONED A-ACCOMMODATIONS METES AND BOUNDS LEGAL DESCRIPTION 911 MORAINE AVE FLAT TOP PIZZA INC ZONED CO-COMMERCIAL OUTLYING 9.0' TYP 17.5' 6.0' CONCRETE PAN 16.0' 15.5' 15.5' 25.5' 32.0' 70 . 0 ' 19.5' 17 . 0 ' 12.0' 17 . 0 ' 0.5' 70 . 0 ' 24.0' 8.0' 17.5' NE W 4 " D I P S E R V I C E NE W 4 " S D R 3 5 SE R V I C E 12.0' 12.0' 24.0' DRIVE WIDTH R15.0' R15.0' 2.0' (TYP.) 3.0' (TYP.) 76 5 9 765 6 DOMESTIC FIRE SERVICE TEE SEE DETAIL3 4" TYPE K COPPER SERVICE 1.5" TYPE K COPPER FIRE SERVICE 76 6 0 7657 7 6 6 1 750 GAL. GREASE INTERCEPTOR 4" SANITARY SEWER SERVICE TO GREASE INTERCEPTOR 4" SANITARY SEWER SERVICE NEW ASPHALT PARKING LOT 16 SPACES HERB GARDEN TRASH ENCL NEW 2-STORY BUILDING FFE: 7661.0' 8' CONCRETE WA L K CONCRETE PATIO 5' C O N C R E T E W A L K 8' CONCRETE WA L K 1. 0 % 2.0% 1.4% 0. 0 % 0. 0 % 2.0% 2. 9 % 2.0% VAN SPACE 4" SDR35 DRAIN PIPE FROM DOWNSPOUT TO DAYLIGHT GAS ASSUMED TO BE LOCATED IN HIGH DRIVE NEW ELECTRIC SERVICE AND METER 1.25" GAS SERVICE LINE MAIN LOCATION UNKNOWN 2.0% 0. 0 % TOW=7661.3' BOW=7667.5' 5. 0 % 1.0% 0. 0 % 1.0% 0. 0 % 1.0% 12 . 7 ' 13.3' 5.3'3. 0 ' 7' C O N C R E T E W A L K PROPOSED MSE RETAINING WALL (DESIGN BY OTHERS) CDOT TYPE 1 TYPICAL RAMP "BIRDS NEST" SIGN 8' WHEEL STOP, TYP NOTE: HYDRANT AND WATER SERVICE CONNECTION ~15' SOUTH (NOT SHOWN) CDOT TYPE 1 TYPICAL RAMP TAPER 8' WALK TO 5' WALK RAMP END BARRIER CURB HERE - TAPER OVER LAST 5' WALL MOUNTED ADA SIGN 5 TREADS @ 12" 4 RISERS @ 7" 0% 1. 0 % 2. 0 % 7658 2.8% 2.0% 10' SCALE: 1" = 10' 0 20' LEGEND UNDERGROUND ELECTRIC SANITARY SEWER MAIN EXISTING PROPOSED SEWER MANHOLE TREE (SIZE NOT NOTED) SHRUB CONCRETE SURFACE FOUND PROPERTY MONUMENTATION ANNOTATIONS ABCDE SANITARY SEWER SERVICE WATER MAIN WATER SERVICE EASEMENT BOUNDARY EDGE OF ASPHALT FENCE LINE SETBACK LINE PROPERTY LINE EASEMENT CENTERLINE MAJOR CONTOUR MINOR CONTOUR ELEC/TELE/CABLE PEDESTAL/TRANSFORMER BIRD'S NEST PROPOSED CONDITIONS SITE PLAN 1221 HIGH DRIVE :22'672&.'5,9((67(63$5.&2 ZZZWUDLOULGJHFHFRP GEDQJV#WUDLOULGJHFHFRP© 2020 DAB OVERHEAD UTILITY 5/7/21 GAS SERVICE STORM DRAIN LINE MEETS AND BOUNDS LEGAL DESCRIPTION 1241 HIGH DRIVE COLORADO COTTAGES LLC ZONED A-ACCOMMODATIONS TBD HIGH DRIVE ALAN/LAURA KESTED ZONED A-ACCOMMODATIONS METES AND BOUNDS LEGAL DESCRIPTION 911 MORAINE AVE FLAT TOP PIZZA INC ZONED CO-COMMERCIAL OUTLYING TOW=7661.3' BOW=7660.5' TOW=7668.6' BOW=7663.0' TOW=7666.9' BOW=7663.0' TOW=7661.2' BOW=7661.6' 2. 2 % 2. 7 % 2. 5 % 9.0' TYP 17.5' 6.0' CONCRETE PAN 16.0' 15.5' 15.5' 25.5' 32.0' 70 . 0 ' 19.5' 17 . 0 ' 12.0' 17 . 0 ' 0.5' 70 . 0 ' 24.0' 8.0' 17.5' 12.0' 12.0' 24.0' DRIVE WIDTH R15.0' R15.0' 5. 6 % 3.5% 1. 3 % 2.0' (TYP.) 3.0' (TYP.) 8. 1 % 76 5 9 765 6 76 6 0 7657 7 6 6 1 NEW ASPHALT PARKING LOT 16 SPACES HERB GARDEN TRASH ENCL NEW 2-STORY BUILDING FFE: 7661.0' 8' CONCRETE WA L K CONCRETE PATIO 5' C O N C R E T E W A L K 8' CONCRETE WAL K 1. 0 % 2.0% 1.4% 0. 0 % 0. 0 % 2.0% 2. 9 % 2.0% VAN SPACE 2.0% 0. 0 % TOW=7661.3' BOW=7667.5' 5. 0 % 1.0% 0. 0 % 1.0% 0. 0 % 1.0% 12 . 7 ' 13.3' 5.3'3. 0 ' 7' C O N C R E T E W A L K PROPOSED MSE RETAINING WALL (DESIGN BY OTHERS) CDOT TYPE 1 TYPICAL RAMP "BIRDS NEST" SIGN 8' WHEEL STOP, TYP NOTE: HYDRANT AND WATER SERVICE CONNECTION ~15' SOUTH (NOT SHOWN) CDOT TYPE 1 TYPICAL RAMP TAPER 8' WALK TO 5' WALK RAMP END BARRIER CURB HERE - TAPER OVER LAST 5' WALL MOUNTED ADA SIGN 60.40 ɕ 59.66 60.71 60.71 60.93 60.93 61.62 62.00 61.33 58.32 60.93 61.12 ī 61.00 60.74 60.80 61.00 61.00 58.37 ī 58.24 ī 58.08 ī 57.94 ī 57.66 ī 57.66 ī 57.16 ī 56.47 ī 55.99 ī 55.76 ī 57.66 ī 56.46 ī 56.98 ī 56.33 ī 57.21 ī 57.09 ī 59.03 58.90 58.32 58.30 58.23 60.40 ī 60.71 ī 60.90 6$% 60.71 6$% 60.93 61.69 61.20 59.44 ī 61.69 59.03 ī 61.69 61.80 61.80 61.96 61.96 5 TREADS @ 12" 4 RISERS @ 7"60.55 60.66 60.61 60.61 60.79 58.20 58.17 0% 1. 0 % 2. 0 % 7658 2.8% 2.0% 10' SCALE: 1" = 10' 0 20' LEGEND UNDERGROUND ELECTRIC SANITARY SEWER MAIN EXISTING PROPOSED SEWER MANHOLE TREE (SIZE NOT NOTED) SHRUB CONCRETE SURFACE FOUND PROPERTY MONUMENTATION ANNOTATIONS ABCDE SANITARY SEWER SERVICE WATER MAIN WATER SERVICE EASEMENT BOUNDARY EDGE OF ASPHALT FENCE LINE SETBACK LINE PROPERTY LINE EASEMENT CENTERLINE MAJOR CONTOUR MINOR CONTOUR ELEC/TELE/CABLE PEDESTAL/TRANSFORMER BIRD'S NEST GRADING PLAN 1221 HIGH DRIVE :22'672&.'5,9((67(63$5.&2 ZZZWUDLOULGJHFHFRP GEDQJV#WUDLOULGJHFHFRP© 2020 DAB 5/7/21 59.6' PARKING LOT BUFFER 12.0' DISTRICT BUFFER 27.0' PARKING LOT BUFFER 108.0' PARKING LOT BUFFER 87.0' DISTRICT BUFFER 17.5' PARKING LOT BUFFER 32.0' STREET FRONTAGE BUFFER BIRD'S NEST LANDSCAPE PLAN 1221 HIGH DRIVE LANDSCAPE NOTES: 1.ALL DISTURBED AREAS SHALL BE RESTORED TO NATURAL-APPEARING LAND FORMS, WITH CURVES THAT BLEND IN WITH ADJACENT UNDISTURBED SLOPES. ABRUPT ANGULAR TRANSITIONS AND LINEAR SLOPES SHALL BE AVOIDED. 2.ALL AREAS DISTURBED BY GRADING SHALL BE RE-VEGETATED WITHIN ONE GROWING SEASON AFTER CONSTRUCTION USING A SUBSTANTIAL MIXED STAND OF NATIVE GRASSES AND GROUND COVERS. THE DENSITY OF THE REESTABLISHED GRASS VEGETATION AFTER ONE GROWING SEASON SHALL BE ADEQUATE TO PREVENT SOIL EROSION AND INVASION OF WEEDS. 3.ALL PORTIONS OF THE SITE WHERE EXISTING VEGETATIVE COVER IS DAMAGED OR REMOVED, THAT ARE NOT OTHERWISE COVERED WITH NEW IMPROVEMENTS, SHALL BE SUCCESSFULLY RE-VEGETATED WITH A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND COVERS. 4.ON MAN-MADE SLOPES OF 25% OR GREATER, PLANT MATERIALS WITH DEEP ROOTING CHARACTERISTICS SHALL BE SELECTED THAT WILL MINIMIZE EROSION AND REDUCE SURFACE RUNOFF. ALL MAN-MADE SLOPES GREATER THAN 50% WILL BE MULCHED AND NETTED TO ENSURE ADEQUATE STABILIZATION AND RE-VEGETATION. 5.TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED AND CONSERVED FOR LATER USE ON AREAS REQUIRING RE-VEGETATION OR LANDSCAPING, SUCH AS CUT-AND-FILL SLOPES. 6.NO TREES OR VEGETATION SHALL BE REMOVED OUTSIDE THE APPROVED LIMITS OF DISTURBANCE. 7.CONIFER TREES SHALL BE SIZED AS 50% EIGHT FEET TALL AND 50% AT SIX FEET TALL AT PLANTING. DECIDUOUS TREES SHALL BE SIZED AS 50% AT FOUR INCH CALIPER AND 50% AT TWO INCH CALIPER PLANTING. SHRUBS SHALL BE 5 GALLON CONTAINER OR LARGER AT PLANTING. 8.ALL PLANT MATERIAL SHALL MEET THE AMERICAN ASSOCIATION OF NURSERYMEN SPECIFICATIONS FOR NUMBER 1 G0RADE AND SHALL COMPLY WITH THE QUALITY STANDARDS OF THE COLORADO NURSERY ACT, TITLE 35, ARTICLE 25, C.R.S., AS AMENDED. 9.ALL LANDSCAPES SHALL INCLUDE A PROPERLY FUNCTIONING AUTOMATED SPRINKLER SYSTEM WITH INDIVIDUAL DRIP LINES FOR NATURAL AREAS. SPRINKLER SYSTEM TO BE TEMPORARY FOR PLANT ESTABLISHMENT. SPRINKLER SYSTEM TO BE IN PLACE FOR A MINIMUM OF 18 MONTHS. 10.REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AT ALL TIMES. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR IRRIGATING, PRUNING, WEEDING, MOWING, FERTILIZING, REPLACEMENT OF PLANTS IN POOR CONDITION AND OTHER MAINTENANCE OF ALL PLANTINGS AS NEEDED. 11.ALL TREES SHALL BE STAKED, GUYED AND FENCED TO PROTECT FROM WILDLIFE DAMAGE. NO CHAIN LINK FENCING SHALL BE ALLOWED TO PROTECT LANDSCAPING FROM WILDLIFE DAMAGE. 12.DEPARTMENT OF WILDLIFE SHALL NOT BE RESPONSIBLE FOR DAMAGE BY WILDLIFE. LANDSCAPE REQUIREMENTS: DISTRICT BUFFER: 8 EVERGREEN TREES AND 11 SHRUBS PER 100 FEET DISTRICT BUFFER REQUIREMENTS - NORTHERN PROPERTY LINE- 12 LF DISTRICT BUFFER, 1 TREE AND 2 SHRUBS REQUIRED WESTERN PROPERTY LINE- 87 LF DISTRICT BUFFER, 7 TREES AND 10 SHRUBS REQUIRED STREET FRONTAGE BUFFER: 1 TREE PER 40 FEET AND 1 SHRUB PER 15 FEET STREET FRONTAGE BUFFER REQUIREMENTS- SOUTH PROPERTY LINE- 32 LF STREET FRONTAGE, 1 TREE AND 2 SHRUBS REQUIRED PARKING LOT PERIMETER BUFFERS: 1 TREE PER 30 FEET AND 1 SHRUB PER 10 FEET ALONG STREET FRONTAGE 1 TREE PER 30 FEET AND 1 SHRUB PER 5 FEET ALONG SIDE AND REAR LOT LINES PARKING LOT PERIMETER BUFFER REQUIREMENTS- STREET FRONTAGE- 17.5 LF STREET FRONTAGE, 1 TREE AND 2 SHRUBS REQUIRED EASTERN LOT LINE- 108 LF SIDE LOT LINE, 3 TREES AND 21 SHRUBS REQUIRED NORTHERN LOT LINE- 59.5 LF REAR LOT LINE, 2 TREES AND 12 SHRUBS REQUIRED PARKING LOT INTERIOR: PARKING LOT SPACES < 30- N/A IMPERVIOUS COVERAGE: 1 TREE AND 3 SHRUBS PER 1000 SF IMPERVIOUS COVERAGE REQUIREMENTS- 3831 SF IMPERVIOUS COVERAGE, 4 TREES AND 12 SHRUBS REQUIRED NOTE: APPLICANT REQUESTS APPROVAL OF ALTERNATIVE LANDSCAPE PLAN WITH A REDUCTION TO TOTAL REQUIRED PLANT COUNTS AS SHOWN HEREON. PLANTINGS ARE PROVIDED TO THE MAXIMUM EXTENT FEASIBLE GIVEN SMALL SITE CONSTRAINTS. LEGEND UNDERGROUND ELECTRIC SANITARY SEWER MAIN EXISTING PROPOSED SEWER MANHOLE TREE (SIZE NOT NOTED) SHRUB CONCRETE SURFACE FOUND PROPERTY MONUMENTATION ANNOTATIONS ABCDE SANITARY SEWER SERVICE WATER MAIN WATER SERVICE EASEMENT BOUNDARY EDGE OF ASPHALT FENCE LINE SETBACK LINE PROPERTY LINE EASEMENT CENTERLINE MAJOR CONTOUR MINOR CONTOUR ELEC/TELE/CABLE PEDESTAL/TRANSFORMER :22'672&.'5,9((67(63$5.&2 ZZZWUDLOULGJHFHFRP GEDQJV#WUDLOULGJHFHFRP© 2020 DAB 10' SCALE: 1" = 10' 0 20' 5/7/21 :22'672&.'5,9((67(63$5.&2 ZZZWUDLOULGJHFHFRP GEDQJV#WUDLOULGJHFHFRP© 2020 DAB 3" TYPE SX HOT MIX ASPHALT 4" COMPACTED CLASS 5 ABC COMPACTED NATIVE SUBGRADE BARRIER CURB PAVING SECTION NO SCALE PAVING SECTION TO BE A MIN OF 3" ASPHALT ON 4" ROAD BASE 6" CONCRETE THICKENED ASPHALT BIRD'S NEST CONSTRUCTION DETAILS 1221 HIGH DRIVE 6" CONCRETE SLAB 6" COMPACTED CLASS 5 ABC NATIVE SUBGRADE CONCRETE WASHOUT AND VEHICLE TRACK PAD DETAIL NO SCALE CDOT TYPE 1 RAMP DETAIL NO SCALE 5/7/21 MEETS AND BOUNDS LEGAL DESCRIPTION 1241 HIGH DRIVE COLORADO COTTAGES LLC ZONED A-ACCOMMODATIONS TBD HIGH DRIVE ALAN/LAURA KESTED ZONED A-ACCOMMODATIONS METES AND BOUNDS LEGAL DESCRIPTION 911 MORAINE AVE FLAT TOP PIZZA INC ZONED CO-COMMERCIAL OUTLYING 9.0' TYP 17.5' 6.0' CONCRETE PAN 16.0' 15.5' 15.5' 25.5' 32.0' 70 . 0 ' 19.5' 17 . 0 ' 12.0' 17 . 0 ' 0.5' 70 . 0 ' 24.0' 8.0' 17.5' 12.0' 12.0' 24.0' DRIVE WIDTH R15.0' R15.0' 2.0' (TYP.) 3.0' (TYP.) 76 5 9 765 6 CONCRETE WASHOUT SILT FENCE ON DOWNHILL SIDE OF PROPERTY LIMITS OFDISTURBANCE 76 6 0 7657 7 6 6 1 VEHICLE TRACKING PAD NEW ASPHALT PARKING LOT 16 SPACES HERB GARDEN TRASH ENCL NEW 2-STORY BUILDING FFE: 7661.0' 8' CONCRETE WA L K CONCRETE PATIO 5' C O N C R E T E W A L K 8' CONCRETE WAL K 1. 0 % 2.0% 1.4% 0. 0 % 0. 0 % 2.0% 2. 9 % 2.0% VAN SPACE 2.0% 0. 0 % TOW=7661.3' BOW=7667.5' 5. 0 % 1.0% 0. 0 % 1.0% 0. 0 % 1.0% 12 . 7 ' 13.3' 5.3'3. 0 ' 7' C O N C R E T E W A L K PROPOSED MSE RETAINING WALL (DESIGN BY OTHERS) CDOT TYPE 1 TYPICAL RAMP "BIRDS NEST" SIGN 8' WHEEL STOP, TYP NOTE: HYDRANT AND WATER SERVICE CONNECTION ~15' SOUTH (NOT SHOWN) CDOT TYPE 1 TYPICAL RAMP TAPER 8' WALK TO 5' WALK RAMP END BARRIER CURB HERE - TAPER OVER LAST 5' WALL MOUNTED ADA SIGN 5 TREADS @ 12" 4 RISERS @ 7" 0% 1. 0 % 2. 0 % 7658 2.8% 2.0% 10' SCALE: 1" = 10' 0 20' LEGEND UNDERGROUND ELECTRIC SANITARY SEWER MAIN EXISTING PROPOSED SEWER MANHOLE TREE (SIZE NOT NOTED) SHRUB CONCRETE SURFACE FOUND PROPERTY MONUMENTATION ANNOTATIONS ABCDE SANITARY SEWER SERVICE WATER MAIN WATER SERVICE EASEMENT BOUNDARY EDGE OF ASPHALT FENCE LINE SETBACK LINE PROPERTY LINE EASEMENT CENTERLINE MAJOR CONTOUR MINOR CONTOUR ELEC/TELE/CABLE PEDESTAL/TRANSFORMER :22'672&.'5,9((67(63$5.&2 ZZZWUDLOULGJHFHFRP GEDQJV#WUDLOULGJHFHFRP© 2020 DAB BIRD'S NEST EROSION CONTROL PLAN 1221 HIGH DRIVE LIMITS OF DISTURBANCE SILT FENCE 5/7/21 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S CODE CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 Bird's Nest Cafe & Catering Kitchen 2015 IBC Code Study Use & Occupancy Class -- Chapter 3 Proposed Building: A-2 Cafe Height & Area Limitations -- Chapter 5 Type V-B building construction Building Area: Table 506.2: A-2 SM V-B Allowable area: 18,000sf Ground Floor: (A-2) 2,340sf Second Floor: (A-2) 1,570sf Total: 3,910sf Building Height Proposed: 2 Story +/- 30’ (2 Stories/60’ max allowable) Types of Construction -- Chapter 6 Type V-B: Any materials permitted by code Fire-resistive rating: Table 601 - Type V-B Structural Frame: 0 hrs Exterior/Interior Bearing walls 0 hrs Interior Non-bearing walls 0 hr Floors 0 hr Roofs 0 hr Exterior wall protection: Table 602 A occupancy: All Walls 0hr >10’ Fire - Resistive Construction -- Chapter 7 Exterior walls: North, East and South Walls: Unlimited unprotected openings ≥ 30’ West Wall: >10’<15’ - Table 705.8 (UP, S) - Max openings = 45% Main Floor West Walls Area = 1,010, Openings Area = 144 (14%) Second Floor West Walls Area = 955, Openings Area = 246 (26%) Fire Walls: None Fire Barriers: None Shaft Walls: None Fire and/or Smoke Partitions: None Horizontal Assemblies: NR Typical Shaft enclosures: None Opening Protectives: None Concealed Spaces: Fireblocking per 718 Penetrations of Non-Fire Resistive Assemblies: Sealed per 714.5.2 Sealed per 717.6.3 ex.2 for ducts Interior Finishes - Chapter 8 Flame Spread A-2: Exits/Corridors: Class B Rooms + spaces: Class C Fire Protection Systems -- Chapter 9 Automatic Sprinkler systems - Full NFPA 13 system (903.2.1.2 cond. 2&3) Fire Alarm: Not Req’d (ocupants <300 per 907.2.1) Means of Egress - Chapter 10 Ground Floor: Cafe Seating 520sf (net) @ 1/15 = 35 Cafe Service 155sf (gross) @ 1/100 = 2 Kitchen/Dish: 640sf (gross) @ 1/200 = 4 Food Storage 330sf (gross) @ 1/300 = 1 Total Ground Floor 42 occupants (1 exits req’d) Min component egress: 36-inches Second Floor: Customer Seating 785sf (net) @ 1/15 = 53 Bar Customer 60sf (net) @ 1/7 = 9 Bar Service 175sf (gross) @ 1/100 = 2 Storage 100sf (gross) @ 1/300 = 1 Office Total Second Floor: 65 occupants (2 exits req’d) Min component egress: 36-inches TOTAL Occupants for Building = 107 (2 exits req’d) 1005.5 Loss of any one exit shall not reduce capacity below 50% Max common path of egress travel = 75 for Assembly 1007.1.1 Ex 2: minimum separation of exits = 1/3 diagonal (fully sprinklered) Provide means of egress illumination per 1008 Accessible means of egress provided Panic hardware required on exit doors per 1010.1.10 (A > 50 occ’s) Provide exit signs per 1013 Exit access travel distance: A - 250’ (w/ sprinkler) Interior Exit Access Stairways Access Means of Egress Stair 1009.3: Clear Width between handrails = Min. 36” (sprinklered, ex 2) No area of refuge required with sprinkler (ex 5) 1019.3 Ex.1 Exit Access stairway shaft enclosure not req’d Corridors: (Table 1020.1) A >30 occ - 0 hr (w/ sprinkler) Accessibility -- Chapter 11 Accessible route from accessible parking provided. Accessible route to second ﬂoor not required per 1104.4 ex.1 Limited Use Vertical Platform Lift Accessible toilet facilities provided Plumbing Systems -- Chapter 29 A-2 Cafe - 129 occupants (107 inside + Patio (330sf @ 1/15) 22 occ’s) W/C - 1/75, Lavs - 1/200 129/2 = 65, 2 w/c, 1 lav req’d ea sex W- 2 w/c, 2 lavs (1 w/c, 1 lav ea. ﬂoor) M- 2 w/c, 2 lavs (1 w/c, 1 lav ea. ﬂoor) *Free water service will be provided at cafe counter, bar and via servers. Drinking fountain not req’d per IPC 410.4. Elevator -- Chapter 30 Limited Use Vertical Platform Lift (VPL) 3006.2 Enclosed elevator lobby (hoistway protection) not req’d (2 stories, sprinklered) Comply with ANSI ICC A117.1-2009 408 & ASME A17.1/CSA B44 408.3 - Min. 32” clear width doors (opp ends), automatic open/close 408.4.1 - Min. 42” clear ﬂoor space and min. 15.75 SF area inside cab 408.4.6 - Controls within reach range and button designation per 407.4.6 UP UP W/DW/D EXIT EX I T AC C E S S EX I T EXIT EXIT EX I T AC C E S S MA X C O M M O N P A T H 21' MAX EGRESS TRAVEL 76' 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" 5' - 0 " 27 " M I N . (K N E E C L R ) 9" MI N . 5' - 0 " 5' - 0 " 17 " MA X 30" MIN. 48 " M A X (C O N T R O L S ) 13 1/2" MIN. 9" MI N . 4' - 0 " 15" MIN. 48 " M A X (C O N T R O L S ) 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. ADA LABEL FOLD DOWN CHANGING TABLE DIVIDERS (PER PLAN) TILE OR FRP WAINSCOT TILE OR FRP WAINSCOT FRP OR TILE WAINSCOT W.C. BACK WALLW.C. SIDE WALL LAV BACK WALLLAV SIDE WALL CLEAR FLOOR SPACE (CFS) CLEAR FLOOR TURNING RADIUS T-SHAPED TURNING SPACE BABY CHANGING TABLE URINAL PIPE PROTECTION 48 " M A X (P U L L ) MIRROR(S) MIN. 30" WIDE CENTER ON FAUCET PROV. SPACE FOR DISP. DN DN EX I T AC C E S S EX I T AC C E S S EGRESS TRAV E L 80' MAX C O M M O N P A T H 23' MA X E G R E S S T R A V E L 98 ' 1 3'-6" 2' - 6 " 17 " 5' - 0 " 4'-11" EQ . EQ . 1'-6" 2'-0" 5' - 0 " 4' - 0 " KNEE/TOE CLEARANCE UNDER VANITY FORWARD APPROACH CENTERED ON VANITY SOLID BLOCKING AT GRAB BARS RE: ANSI DETAILS 4/G1.0 FORWARD APPROACH DOOR CLEARANCE LATCH APROACH CLEARANCE FORWARD APPROACH PUSH SIDE CL CL 1 1/8" = 1'-0" Ground Floor Egress 4 1/2" = 1'-0" ANSI Accessibility 2 1/8" = 1'-0" Second Floor Egress 3 1/2" = 1'-0" Enlarged RR Plan Building SF Main Floor - 2,340 Second Floor- 1,570 Patio Seating- 330 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S ASSEMBLIES, COMCHECK, SUBMITTAL LIST CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 &20FKHFN6RIWZDUH9HUVLRQ&20FKHFN:HE Envelope Compliance Certificate 3URMHFW7LWOH ,(&& 3URMHFW7\SH1HZ&RQVWUXFWLRQ 9HUWLFDO*OD]LQJ:DOO$UHD /RFDWLRQ(VWHV3DUN&RORUDGR &OLPDWH=RQHE &RQVWUXFWLRQ6LWH +LJK'ULYH (VWHV3DUN&RORUDGR 2ZQHU$JHQW'HVLJQHU&RQWUDFWRU %DVV$UFKLWHFWXUH3& %LJ7KRPSVRQ$YH6WH (VWHV3DUN&RORUDGR 6WHYH#EDVVFRP -D\VRQ#EDVVFRP 3URMHFW,QIRUPDWLRQ (QHUJ\&RGH %LUGV1HVW 5HGXFHGLQWHULRUOLJKWLQJSRZHU5HTXLUHPHQWVDUHLPSOLFLWO\HQIRUFHGZLWKLQLQWHULRUOLJKWLQJDOORZDQFHFDOFXODWLRQV $GGLWLRQDO(IILFLHQF\3DFNDJHV Building Area Floor Area 1-Cafe, Kitchen, Seating and Bar (Dining: Family) : Nonresidential 3930 (QYHORSH$VVHPEOLHV Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter )ORRU8QKHDWHG6ODE2Q*UDGH9HUWLFDOIW>%OGJ8VH &DIH.LWFKHQ6HDWLQJDQG%DU@bF241 ---5.0 0.580 0.540 &DQWLOHYHU#%DU:RRG)UDPHG>%OGJ8VH&DIH.LWFKHQ 6HDWLQJDQG%DU@ 50 38.0 0.0 0.026 0.033 ([W:DOOV:RRG)UDPHGLQRF>%OGJ8VH&DIH .LWFKHQ6HDWLQJDQG%DU@ 5715 21.0 0.0 0.060 0.064 6WRUH)URQW:LQGRZV0HWDO)UDPH&XUWDLQ:DOO6WRUHIURQW )L[HG3HUI6SHFV3URGXFW,'7XEHOLJKW76+*& >%OGJ8VH&DIH.LWFKHQ6HDWLQJDQG%DU@bE 1423 ------0.380 0.380 6WRUH)URQW'RRUV3HUI6SHFV3URGXFW,'7XEHOLJKW7 6+*&>%OGJ8VH&DIH.LWFKHQ6HDWLQJDQG%DU@bE30 ------0.380 0.770 6HUYLFH'RRUV,QVXODWHG0HWDO6ZLQJLQJ>%OGJ8VH&DIH .LWFKHQ6HDWLQJDQG%DU@ 175 ------0.310 0.370 0DLQ5RRI,QVXODWLRQ(QWLUHO\$ERYH'HFN>%OGJ8VH&DIH .LWFKHQ6HDWLQJDQG%DU@ 1960 ---27.5 0.035 0.032 6WDLU5RRI$WWLF5RRI:RRG-RLVWV>%OGJ8VH&DIH.LWFKHQ 6HDWLQJDQG%DU@ 210 38.0 0.0 0.027 0.027 0HFK5RRI'HFNV$WWLF5RRI:RRG-RLVWV>%OGJ8VH&DIH .LWFKHQ6HDWLQJDQG%DU@ 360 45.0 0.0 0.023 0.027 (a)%XGJHW8IDFWRUVDUHXVHGIRUVRIWZDUHEDVHOLQHFDOFXODWLRQV21/<DQGDUHQRWFRGHUHTXLUHPHQWV (b))HQHVWUDWLRQSURGXFWSHUIRUPDQFHPXVWEHFHUWLILHGLQDFFRUGDQFHZLWK1)5&DQGUHTXLUHVVXSSRUWLQJGRFXPHQWDWLRQ (c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ayson McMurren - PM Bas1s Architecture 9/1/20 W2 W1 -EXTERIOR SIDING - RE: ELEVATIONS -WEATHER RESISTANT BARRIER ("TYVEK" OR EQ) -NOMINAL 1/2" OSB -2x6 WD STUDS @ 16" OC (PT WD PL @ CONC) -MIN. R-21 BLOWN INSULATION -5/8" GYPSUM WALL BOARD (GWB) OR NOMINAL 1/2" OSB + WOOD PANELING -5/8" GWB -2x4 WD STUDS @ 16" OC -ACOUSTIC INSUL. (RESTROOMS) -5/8" GWB OR NOMINAL 1/2" OSB + WOOD PANELING -EPDM ROOF MEMBRANE -1/4" HARDBOARD/PROTECTION BOARD -TAPERED ROOF INSULATION -I-JOISTS (RE STRUCT) -MIN. 3" CLOSED CELL SPRAY FOAM (R-18) -LOOSE FILL INSULATION OR BATTS (FULL DEPTH OF CAVITY)(MIN. R-27) -5/8" GYP CEILING* *DROPPED CEILING -WIRE MESH + SPRINKLER OR 5/8" GYP TO UNDERSIDE I-JOISTS -LIGHT GAUGE STEEL FRAMING -5/8" GYP W3 -5/8" GWB -2x6 WD STUDS @ 16" OC -ACOUSTIC INSUL. (RESTROOMS) -5/8" GWB OR NOMINAL 1/2" OSB + WOOD PANELING H4 -METAL ROOFING -ICE & WATER SHIELD -1/2" OSB SHEATHING -5 1/2" XPS CLOSED CELL INSUL. (R- 27.5) -(2 LAYERS) 5/8" OSB SHEATHING -WOOD RAFTER (RE: STRUCT.) -1" SELECTSOUND OR EQ. BLACK ACOUSTIC BOARD (R-4) -1x PINE w/ 1/2" REVEAL H1 -23/32" T&G OSB FLOOR SHEATHING -2x6 JOISTS -FLOOR BEAMS (RE: STRUCT) -1" SELECTSOUND OR EQ. BLACK ACOUSTIC BOARD -1x PINE w/ 1/2" REVEAL H5 -ROOFING -ICE & WATER SHIELD -1/2" OSB SHEATHING -RAFTER (RE: STRUCT.) -MIN. 3" CLOSED CELL SPRAY FOAM (R-18) -LOOSE FILL INSULATION (FULL DEPTH OF CAVITY)(MIN. R-27) -5/8" GYP. H2 -1 1/2" GYPCRETE TOPPING -23/32" T&G OSB FLOOR SHEATHING -I-JOIST -BATT INSULATION (ACOUSTIC) MIN. 8" -WIRE MESH + SPRINKLER OR 5/8" GYP -DROPPED LIGHT GAGE STEEL FRAMING -5/8" GYP *VINYL FACED ACT GRID CEILING AT KITCHEN W4 -5/8" TYPE 'X' GWB -2x6 WD STUDS @ 16" OC -5/8" TYPE 'X' GWB EXTERIOR INTERIOR EXTERIOR WALL - W1 0-HR LISTING: NA MECHANICAL ROOF DECK - H3 0-HR LISTING: NA INTERIOR 2x4 INTERIOR WALL - W2 0-HR LISTING: NA 2x6 INTERIOR WALL - W3 0-HR LISTING: NA ROOF/CEILING - H4 0-HR LISTING: NA FLOOR/CEILING - H1 0-HR LISTING: NA EXTERIOR MECH. SPACE ROOF/CEILING - H5 0-HR LISTING: NA FLOOR/CEILING - H2 0-HR LISTING: NA MECH. SPACE 2x6 INTERIOR WALL - W4 1-HR LISTING: U304 H3 7.5 SHOP DRAWINGS / SUBMITTALS LIST PRIOR TO ORDERING, PROVIDE FOLLOWING SHOP DRAWINGS AND SELECTIONS FOR REVIEW AND APPROVAL. G.C. TO REVIEW FIRST, ALLOW 2 WEEKS FOR ARCH/ENG. REVIEWS. DIVISION 03 - CONCRETE -MIX DESIGNS -EMBED SHOPS -COLORED CONCRETE COLOR SELECTIONS -GYPSUM CONCRETE UNDERLAYMENT DIVISION 04 - MASONRY -CMU -STONE VENEER, WATER TABLE AND CAP SELECTIONS DIVISION 05 - METALS -REBAR SHOPS -STEEL BEAMS & COLUMNS -METAL FABRICATIONS DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES -TRUSSES (FLOOR + ROOF) -DECKING -ARCHITECTURAL WOODWORK -CASEWORK (CABINETS) & COUNTERTOPS DIVISION 07 - THERMAL & MOISTURE PROTECTION -DAMPPROOFING -BUILDING INSULATION -MOISTURE BARRIER -ROOFING MATERIALS -ROOF HATCH -GUTTERS & DOWNSPOUTS -SIDING DIVISION 08 - OPENINGS -DOORS -WINDOWS -STOREFRONTS & CURTAIN WALLS -HARDWARE SELECTIONS DIVISION 09 - FINISHES -GYPSUM BOARD / METAL FRAMING -WOOD FLOORING SELECTIONS -TILE FLOOR SELECTIONS -CARPET -WALL FINISHES -INTERIOR PAINT SELECTIONS -WALL APPLICATIONS -SUSPENDED CEILINGS -EXPOSED METAL COATINGS -KITCHEN EPOXY FLOORING DIVISION 10 - SPECIALTIES -BATHROOM ACCESSORIES DIVISION 11 - EQUIPMENT -KITCHEN/BAR EQUIPMENT DIVISION 14 - CONVEYING EQUIPMENT -ELEVATOR SHOPS & SELECTIONS DIVISION 21 - FIRE SUPPRESSION -SPRINKLER LAYOUT -FIRE EXTINGUISER CABINETS DIVISION 22 - PLUMBING -PLUMBING FIXTURES DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING - EQUIPMENT SPECS DIVISION 26 - ELECTRICAL - GEAR/PANEL SPECS - LIGHT FIXTURES - SWITCHES/PLATES SPECS DIVISION 31 - EARTHWORK - NOTIFICATION OF VARIATION FROM CIVIL DIVISION 32 - EXTERIOR IMPROVEMENTS - RETAINING WALL SELECTIONS & PLANS - SITE FURNISHINGS SELECTIONS * ANY ALTERNATES TO SPECIFIED MATERIALS/METHODS AND AS OTHERWISE REQ'D BY GENERAL NOTES/DRAWINGS (SEE STRUCTURAL, CIVIL AND MEP) GENERAL ASSEMBLY NOTES 1. REFER TO CODE AND ARCHITECTURAL PLANS FOR DESIGNATION OF PARTITION TYPES AND RATINGS 2. WHERE TWO DIFFERING PARTITION TYPES ABUT IN A LINE AND ALONG A CONTINUOUS LENGTH OF PARTITIONS, THE CONTINUOUS FINISHED SURFACES OF THESE PARTITIONS SHALL ALIGN UNLESS NOTED OTHERWISE. 3. ALL FRAMING TO BE SPACED PER STRUCTURAL REQUIREMENTS. 4. DO NOT PLACE GYPSUM BOARD JOINT AT CORNER OF DOOR FRAME. 5. CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS AT ALL WET LOCATIONS. 6. ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE UNLESS NOTED OTHERWISE. 7. REFER TO COMCHECK TABLE FOR ALL ASSEMBLY INSULATION VALUES 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S GROUND FLOOR CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 UP 1/A4.0C7 GLASS WASHER UP SF20SF21SF23SF22 SF13 SF6 SF8 SF7 SF12 SF10 SF11 SF9 3' - 6 " x 7' - 0 " 106 7' - 0 " 3' - 0 " C 6'-0" 3'-0" 103 7' - 0 " 3' - 0 " 104.5 7' - 0 " 3' - 6 " 104 7' - 0 " 3' - 6 " 105 7' - 0 " 3' - 0 " A 4' - 0 " 4' - 0 " D 4' - 0 " 2' - 0 " SF2SF1 100 7' - 0 " 5' - 0 " A 4' - 0 " 4' - 0 " 108 7' - 0 " 3' - 0 " 109 7' - 0 " 3' - 0 " 10 2 7'-0" 3'-6" 10 1 7'-0" 3'-0" 3' - 6 " x 7' - 0 " 11 1 7'-0" 3'-0" 10 7 7'-0" 3'-0" 3'-6" x 7'-0" 11 0 7'-0" 3'-0" B B C C D D G G H H F F E E A A 11 44 33 22 W1 W1 W1 W1 W1 W1 W3 W3 W3 W2 W3 W2 W2 W2 W2 W2 W/DW/D W3 W3 W3 7/A9.0 4/A9.0 1 1 4' - 3 1 / 2 " 1'-0" 10 ' - 4 1 / 2 " 5'-10 1/2"2'-9 1/2"4'-8 1/2"7'-2 1/2" 5'-6" 10'-11" 2' - 4 " 3' - 3 " 7' - 3 " 12 ' - 1 0 " 12 ' - 1 / 2 " 12 ' - 1 / 2 " 5' - 6 " 5' - 1 1 / 4 " 6' - 4 " 3' - 3 " 7' - 6 1 / 2 " 6' - 6 " 1/A7.0 3 1/ A 7 . 0 2 1/A7.0 1 1/ A 7 . 0 4 2/A7.0 1 2/A7.0 2 2 1 4 3 5/A7.0 3/ A 7 . 0 2 1 4 3 1/A7.1 2/ A 7 . 1 2 2/A7.1 2 2/ A 7 . 1 2 RECESSED ELEC. PANEL, TYP. RE: POWER PLANS ELEC. PANELS, TYP. RE: POWER PLANS SPLASH GUARD AT FRYER FLOOR SINK, TYP. TYPE 1 HOODS OVER COOKLINE, MIN. 6" COVER EA. END, RE: MECH. FURR WALL FOR LAUNDRY VENT/DRAIN, SPRAY FOAM TO COLD SIDE OF WALL LAUNDRY ELEC. ROOM 15'-0"13'-10"14'-3"14'-3"12'-8"18'-6" 6" 12 ' - 0 " 19 ' - 6 " 12 ' - 2 " 8' - 8 " 10 ' - 6 " 12 ' - 7 " 4' - 3 1 / 2 " 4' - 3 1 / 2 " 10 ' - 4 " 6" 18'-6"12'-8"14'-6"14'-0"13'-10"14'-6"13'-4" 88'-6" 2'-9"6'-9"9'-0"4'-0"8'-8"4'-3 3/4"13'-8 1/2"2'-8"6'-4 3/4"6'-3 3/4"3'-4"2'-9 3/4"2'-9 1/4"15'-0" 2'-1/4"8'-11 1/2" 32 " MI N . 15 ' - 1 0 3 / 4 " 3'-11 1/4"8'-2 3/4" 6'-10"10'-0" 13'-0"5'-1/2" 11 ' - 4 " 6' - 3 1 / 4 " 2' - 6 1 / 4 " 1/ A 4 . 2 1/ A 4 . 2 1/A4.1 1/A4.1 2/ A 4 . 2 2/ A 4 . 2 2/A4.0 2/A4.0 OPTIONAL NICHE LOW WALL FOR ELEC. F.D.C.OVERFLOW DRAIN ALTERNATE OVERFLOW DRAIN LOCATION HOSE BIBB RE: PLUMB. WALL MOUNT FIRE EXTING. WALL MOUNT FIRE EXTING. CASED OPENING SEMI-RECESSED FIRE EXT. MAX 4" PROTRUDE FROM WALL 1' HANDRAIL EXTENSIONS, RETURN TO RAIL, WALL OR FLOOR, TYP. FLOOR SINK, TYP. RE: PLUMBING FLOOR DRAIN, TYP. RE: PLUMBING CASED OPENING CASED OPENING HOOD CONTROL CAB. ABV. FLOOR SINK RE: PLUMB., TYP. FLOOR DRAIN RE: PLUMB., TYP. FLOOR DRAIN, TYP. OF 6 IN KITCHEN FLOOR DRAIN DISH K12 WALK-IN COOLER (8x10) DRY STORAGE CAFE COUNTER DI S H S T O R A G E MOP SINK WATER HEATER KITCHEN PATIO COOKING CLASS FIRE SPRK CONTROL VPL LIFT K6 PIZZA OVEN,GAS K7 PIZZA PREP FRIDGE K10 6-BURNER RANGE ON K16 CONVECT. OVEN K5 BAKERY OVEN, ELECTRIC K8 U.C. FRIDGE K9 SANDWICH/ SALAD PREP K3 HOLDING CABINET K4 MIXER K2 LOW BOY FREEZER K11 WORK TABLE K1 DOUGH SHEETER C2 BACK BAR CAB. C1 ESPRESSO MACHINE K15 ICE K8 U. C . F R I D G E D1 CHEM DISH C6 COUNTER CASE C3 BLEND STAT. POS RRRR PREP SINK H.S. H.S. 3-COMPARTMENT SINK PRE-RINSE H.S. H.S. C5 GRAB & GO DISPLAY K1 3 HE A T LA M P K14 HEAT LAMP SHELVES (SUSPENDED) K1 3 HE A T LA M P C4 BL E N D E R CAFE RECESSED SLAB FOR WALK-IN COOLER RE: MFR SPEC SO I L E D D I S H C8 REACH-IN FOOD STORAGE SHELVING FO O D S T O R A G E S H E L V I N G STORAGE SH E L V I N G / SP E E D R A C K S K17 FRYER K1 3 HE A T LA M P K1 3 HE A T LA M P K4.5 MIXER (CART) WATER HEATER K2.5 LOW BOY REF. K11.5 TABLE TOP 2/ A 4 . 1 2/ A 4 . 1 Bird's Nest Kitchen Equipment List Floor Mounted Installed Counter Top Installed ID #Equipment Descrip9on Name of Manufacturer Model Number New Plumbing Masonary Sealed NSF QTYUsedYes/No Castors Leg 6"Island Portable Legs 4"In place K1 Dough Sheeter Doyon DL18DP N N Y Y 1 K2 Low Boy Reach-In Freezer Hoshizaki UF48A N N Y Y 1 K2.5 Low Boy Reach-In Refrigerator Hoshizaki UR48A N N Y Y 1 K3 Heated Holding Cabinet Lockwood CA67-PFIN-34CD-R N N Y Y 1 K4 Planetary Mixer Globe SP60 N N Y Y 1 K4.5 Planetary Mixer (on cart)Globe SP20 N N Y Y 1 K5 Bakery Oven Blodgea XR8-E N Y Y Y 1 K6 Pizza Oven, Gas Marsal MB866 STACKED N Y Y Y 1 K7 Pizza Prep. Refrigerator Hoshizaki PR67A N N Y Y 1 K8 Undercounter Refrigerator Hoshizaki UR72A N N Y Y 1 K9 Sandwich/ Salad Prep. Fridge Hoshizaki SR48A-12 N N Y Y 1 K10 Range, 36", 6 burners Southbend TBD N Y Y Y Y 1 K11 Work Table John Boos CUCSN10 N N Y Y Y 1 K11.5 Work Table / Top John Boos TBD N N Y Y Y 1 K12 Walk In Cooler(s)Kolpak KF7-08160C8-F8 N Y Y Y 1 K13 Pendant Heat Lamp TBD TBD N N Y 3-5 K14 Over Shelf - Ceiling Mount Tabco DCM-18-48 N N N N N N N Y Y 2 K14 Heat Lamp Hatco GRAH-60 N N Y 4 K15 Ice Maker TBD TBD N Y Y Y 1 K16 Convec9on Oven Base Southbend TVGS/12SC N Y Y Y 1 K17 Fryer TriMark KF4-N N Y Y Y 1 K18 Food Slicer Hobart EDGE12-11 N N N N N Y Y 1 Cafe Equipment List Floor Mounted Installed Counter Top Installed ID #Equipment Descrip9on Name of Manufacturer Model Number New Plumbing Masonary Sealed NSF QTYUsedYes/No Castors Leg 6"Island Portable Legs 4"In place C1 Espresso Cappuccino Mach.Grindmaster-CecilwareTWIN MIRA N Y Y Y 1 C2 Back Bar Cabinet, Fridge Hoshizaki BB59-G N N Y Y 1 C3 Blender Sta9on BK Resources BKUBS-1410BSS N Y y Y Y 1 C4 Blender Vitamix 034013 N N Y Y 1 C5 Grab & Go Display Federal ECGD-59 N Y 1 C6 Self Service Counter Case Oasis CO43R N 1 C7 Glasswasher CMA Dishmachines L-1C N Y Y Y 1 Dish Equipment List Floor Mounted Installed Counter Top Installed ID #Equipment Descrip9on Name of Manufacturer Model Number New Plumbing Sealed NSF QTYUsedYes/No Castors Leg 6"Portable Legs 4"In place D1 Chem Dish Machine CMA Dishmachines Model E N Y Y Y 1 0000001 REF N1 1/4" = 1'-0" Ground Floor Plan Building SF Main Floor - 2,340 Second Floor- 1,570 Patio Seating- 330 1/A4.0 13 ' - 4 " 8' - 0 " 2' - 8 " 2' - 8 " 2'-8" RETAINING WALL RE: CIVIL BLOCK TRASH ENCLOSURE EXTENDED OFF RETAINING WALL WELDED TUBE STEEL FRAME w/ METAL PANEL GATE & ACCESS DOOR WELDED TUBE STEEL FRAME w/ METAL PANEL SCREEN ON CMU WALL 15 YD DUMPSTER (BY OTHERS) 12'-8"8" 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S UPPER FLOOR PLAN CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 DN 1/A4.0 SF15 SF16 SF14 B3 BUSSING CART DN SF5SF4SF3 I 2' - 0 " 2' - 0 " 20 3 7'-0" 3'-0" 20 4 7'-0" 3'-0" 3' - 0 " x 7' - 0 " B1 5' - 0 " 2' - 0 " A1 4' - 0 " 4' - 0 " SF25 SF24SF26 D1 4' - 0 " 2' - 0 " J 5' - 0 " 3' - 0 " K 1' - 6 " 6' - 0 " K 1' - 6 " 6' - 0 " G 2' - 0 " 6' - 0 " H 5' - 0 " 5' - 0 " F 6' - 0 " 4' - 0 " 20 0 7'-0" 3'-0" J 5'-0" 3'-0" 201 7' - 0 " 3' - 0 " 202 7' - 0 " 3' - 0 " B B C C D D G G H H F F E E A A 11 44 33 22 SF17 SF19 SF18 W1 W3 W3 W3 W2 W2 W3 W1 W1 W1 W1 3/G1.0 3/A7.3 1 1 11 70'-0"18'-6" 6" 12 ' - 0 " 8' - 8 " 10 ' - 4 " 6" 3' - 6 " 13'-6"4'-6 1/2" 15'-0"11'-1/2"2'-9 1/2"7'-1 1/2"7'-1 1/2"1'-4"7'-2 1/2"2'-7 1/2"3'-1"8'-11"3'-9"3'-3"15'-3" 12 ' - 7 " 8' - 7 " 10 ' - 4 " 6" 18'-6"12'-8"4'-0"6'-6"4'-0"2'-6"6'-9"4'-9"4'-11"8'-11"14'-6"6"12'-10" 6" 6'-1 3/4" 4' - 1 1 1 / 2 " 6' - 3 1 / 4 " 2' - 6 1 / 4 " 7'-8 1/2"6'-1 3/4"5 1/2" 11" 2' - 1 / 2 " 12 ' - 8 3 / 4 " 2'-6" 32" CLEAR 1'-0" 16'-0"2'-6" 3' - 4 1 / 2 " 1'-0" 3' - 0 " 5' - 0 " 9'-0"7'-0"10'-7" 3'-0"3' - 0 " 3' - 0 " 23'-6" 3'-6" 6' - 9 " 3' - 0 " 3'-0" 5' - 6 " 8' - 2 1 / 2 " 1' - 1 0 " 6'-6" 1' - 1 1 1 / 4 " 6' - 2 3 / 4 " 2' - 8 " 8' - 8 " 5'6" TYP . 4' - 0 " 4' - 0 " 5'-3"2'-0"2'-0"3'-6"3'-3/4" 4/A7.1 2 4/A7 . 1 1 4/A7.0 3/A7 . 1 4/ A 7 . 1 3 PERM. LADDER TO ROOF ACCESS HATCH IN CEILING, RE: DETAIL 5/A2.2 FLOOR SINK, TYP. FLR. DRAIN FLR. DRAIN, TYP.LOW WALLS T.O. CAP 43" A.F.F.ELEC. PANEL ELEC. PANEL B1 SECURITY ENCLOSURE B1 SECURITY ENCLOSURE B3 BUSSING CART OPEN TO BELOW OPEN TO BELOW 1/ A 4 . 2 1/ A 4 . 2 1/A4.1 1/A4.1 2/ A 4 . 2 2/ A 4 . 2 2/ A 4 . 1 2/ A 4 . 1 RAILING 2x6 FURRED WALL FOR BATH EXHAUST ARCHITECTURAL LOGS, TYP. BUILT-IN WINE RACK BUILT-IN WINE RACK BUILT-IN WINE RACKS SERVER STATION CHASE RE: MECH. CHASE, SPRINKLERED RE: MECH. AWNING BELOW RE: ELEVATIONS AWNING BELOW RE: ELEVATIONS LOW WALL w/ WOOD CAP FOLLOW STAIR SLOPE EXTERIOR WALL w/ SLAT WALL TREATMENT RE: DETAIL CHASE RE: MECH. SHELVES RE: INT. ELEV. SEMI-RECESSED FIRE EXT. MAX 4" PROTRUDE FROM WALL CASED OPENING FULL HT. WALL PROVIDE FACTORY DOUBLE WALL DUCT w/ 1-HR INTEGRAL WRAP (ZERO CLEARANCE TO COMBUSTIBLES) THROUGH CHASE BAR SEATING AREA STORAGE OFFICE B4 ICE VPL LIFT B5 IC E B I N w / WE L L S B7 DR A F T B E E R CO O L E R B8 BACK BAR CABINET B10 BLEND STAT.B16 GLASS WASHER RESTROOM RESTROOM B5 IC E B I N w / WE L L S B1 2 CO F F E E B14 WATER TOWER B15 BLENDER 4-C O M P A R T M E N T BA R S I N K B6 DR Y I N G R A C K S B2 REFRIGERATOR POS POS Bird's Nest Bar Equipment List Floor Mounted Installed Counter Top Installed ID #Equipment Descrip9on Name of Manufacturer Model Number New Plumbing Masonary Sealed NSF QTYUsedYes/No Castors Leg 6"Island Portable Legs 4"In place B1 Security Enclosure Kit Oneida Hospitality FSEC246063GN N N Y Y Y 2 B2 Reach-In Refrigerator TBD TBD N N Y 1 B3 Bussing U9l. Cart Winco UC-2415K N N Y Y 2 B4 Ice Maker N Y 1 B5 Ice Bin w/ Bogle Wells Krowne Metal KR18-M42R N Y Y Y 2 B6 Glass Drying Racks - Under Sink N 1 B7 Drah Beer Cooler Kintera KDD3X N Y Y Y 1 B8 Back Bar Cabinet Kintera KBB2472GX N Y Y Y 1 B9 Not Used B10 Blender Sta9on BK Resources BKUBS-1410BSS N Y Y Y 2 B11 Not Used B12 Coffee Brewer BUNN 33200.0015 N N Y Y 1 B13 Set-up & Bussing Sta9on Lakeside 4610 N N Y Y 1 B14 Water Dispensing Tower Elkay Foodservice DSC2K N Y Y Y 1 B15 Blender Vitamix 034013 N N Y Y 1 B16 Glasswasher CMA Dishmachines L-1C N Y Y Y 1 0000002 REF N1 1/4" = 1'-0" Second Floor Plan 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S ROOF PLAN CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 8/16/2021 EDIT - 8/16/21 1/A4.0 B B C C D D G G H H F F E E A A 11 44 33 22 1 1a 1b 12'-0" VFY w/ EQUIP. CLEARANCES 8' - 0 " VF Y w / E Q U I P . C L E A R A N C E S 2'-6" VFY w/ MFR 1'-6" O.H. 3' - 0 " O. H . 3' - 0 " 4'-0" 8'-0" 5' - 0 " VF Y . w / M A U 1'-0" O.H. 125'-10"122'-11 3/8" 130'-11"133'-7 1/2" 115'-0" FLAT ROOF FOR MECHANICAL EQUIPMENT 6/ 1 2 S L O P E 4. 8 º S K E W MIN. .25/12 S L O P E EPDM MEC H . R O O F 6 / 1 2 S L O P E 4 . 8 º S K E W 4/12 SLOPE .5/12 SLOPE T.O. WALL .5/12 SLOPE T.O. WALL .5/12 SLOPE BUMP-OUT ROOF BELOW EXHAUST FANS RE: MECH. & MFR SPECS FOR CLEARANCES OPTION: INSULATE VERT. DUCT OR PROVIDE INSULATED FURRED CHASE 6" HALF-ROUND GUTTER+ (1) 4" ROUND DOWNSPOUT EA. SIDE, UNDERSLAB DRAIN BELOW WALKS, RE: CIVIL 6" HALF-ROUND GUTTER + 4" DOWNSPOUT MIN. .25/12 S L O P E MI N . . 2 5 / 1 2 S L O P E MIN. .25/12 SLOPE 5" HALF ROUND GUTTER AT BUMP-OUT ROOF, CONNECT TO DOWNSPOUT FROM MAIN ROOF GUTTER 24" WIDE CAT-WALK PLATFORM TO MECH. CHIMNEY, FALL PROTECTION ANCHORS PER IBC 1015.7 FOR ACCESS TO MECH. CHIMNEY MI N . . 2 5 / 1 2 S L O P E EP D M M E C H . R O O F MECH ROOF DRAIN TO PARAPET WALL OPENING ACCESS ACCESS HATCH OVER RESTROOM HALL RE: DETAIL 5/A2.2 PERMANENT LADDER/PLATFORM OVER MAU FOR RTU & MECH. CHIMNEY ACCESS CONDENSOR UNIT(S) FOR WALK-INS VENTS THROUGH ROOF (VTR), TYP. RE: MECH./PLUMB. CRICKET ROOF 4/12 SLOPE 4/12 SLOPE GUARD RAIL ON PARAPET WALL TO MIN. 42" A.F.F. RE: ELEVATIONS SNOW GUARD EA. SIDE VTR VTR METAL RIDGE CAP (UNVENTED)GATE AT ACCESS DOOR OF MAU FOR ACCESS METAL ROOFING FIRE RATING (UL790) - CLASS A WIND SPEED CLASS - 130mph (Vasd) ASTM D7158 - CLASS H ASTM D3161 - CLASS F SEAMLESS GUTTERS AT ALL DRIP EDGES TO DOWNSPOUTS, DRAINAGE DIRECTED AWAY FROM BUILDING, TYP. RTU ON CURB RTU ON CURB MAU ON LEGS (PROTECT PENETRATIONS) MECH. ROOF MECH. CHIMNEY NOTE: HIGH WIND > 120 mph UNDERLAYMENT PER IBC 1507.2.8.1 (ASHPALT SHINGLE) & IBC 1507.4.5 (METAL ROOF) THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305 mm) BETWEEN SIDE LAPS WITH A 6-INCH (152 mm) SPACING AT THE SIDE LAPS. UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 1507.2.8 EXCEPT ALL LAPS SHALL BE MINIMUM OF 4 INCHES (102 mm). UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A HEAD DIAMETER OF NOT LESS THAN 1 INCH (25mm) WITH A THICKNESS OF AT LEAST 32-GAGE (0.34 mm) SHEET METAL. THE CAP NAIL SHANK SHALL BE MINIMUM OF 12 GAGE (2.67 mm) WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM OD 3/4 INCH (19.1 mm) INTO THE ROOF SHEATHING. 1/ A 4 . 2 1/ A 4 . 2 1/A4.1 1/A4.1 2/ A 4 . 2 2/ A 4 . 2 2/ A 4 . 1 2/ A 4 . 1 SCUPPER AT MECH. ROOF DRAIN TO OPENING BETWEEN PARAPET WALLS, AT MAU, ON TO SHED ROOF RE: ROOF PLAN SUPPORT BRACKET HALF ROUND METAL GUTTER METAL DRIP EDGE FLASHING 1X8 FIBER CEMENT GUTTER ATTACHMENT ROOF UNDERLAYMENT T&G SOFFIT SEALANT 2x SUBFACIA 1x2 CEDAR TRIM BLOCKING ROOF UNDERLAYMENT ROOF SHEATHING METAL 'Z', CAULK TO ROOF PANEL @ BOTTOM EDGE AND @ ALL VERT. ROOF SEAMS METAL ROOF PANEL CONTINUOUS METAL STRIP FLASHING METAL ROOF CAP METAL RIDGE CAP MA X 1 4 " MA X 2 4 " MIN. 18" MI N . D I A . 3 / 4 " INSULATED ROOF HATCH, w/ INTEGRAL CURB, RE: SPEC ROOF HATCH MFR's TELESCOPING SAFETY RAIL EPDM ROOFING FLASH UP SIDE, TYP. ACCESS LADDER ATTACHED TO WALL, MIN. 6" TOE DEPTH TO WALL TELESCOPING HAND RAIL TO MIN. 30" ABOVE OPENING REF N1 1/4" = 1'-0" Roof Plan 2 1 1/2"= 1'-0" Eave Detail3 1 1/2"= 1'-0" Ridge Cap 4 Snow Guard5 1" = 1'-0" Roof Hatch 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S ELEVATIONS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 A B C D E F G H Roof Ht. 129'-2" T.O. Awning 111'-0" Ridge 133'-7 1/4" T.O. Wall 124'-8 1/2" T.O. Awning 110'-0" 9/A9.0 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" +/ - 7 ' - 6 " BO T . L I G H T 3' - 6 " +/ - 2 ' - 0 " +/ - 2 ' - 6 " LIGHT FIXTURE METAL ROOFING OXIDIZED METAL PANEL SIDING BOARD & BATTEN CEDAR SIDING, STAINED COLOR BY OWNER, BATTENS @ 12" O.C. LASER CUT METAL SCREENS FIELD MOUNT INSIDE STOREFRONT FRAMES, TYP. PATIO RAILING METAL 'AWNING' ROOF ALUMINUM STOREFRONT CHANNEL CEDAR SIDING (STAINED) COLOR BY OWNER APX. LINE OF EXISTING GRADE 1x2 BOARD SCREEN (WINDOWS BEHIND) DOWNSPOUT TO BELOW SLAB DRAIN RUN TO DAYLIGHT RE: CIVIL BATH EXHAUST/PLUMBING VENTS RE: MECH./PLUMB. EXT. LIGHTS, TYP. SNOW GUARD SIGN LIGHT SIGN LOCATION (SIGN DESIGN & PERMIT IN SEPARATE ISSUE) KNOX BOX 1x3 TRIM BOARDS GUARDRAIL AT MECH. ROOF MIN. 42" A.F.F., TYP. FIRE DEPT. CONNECT OVERFLOW DRAIN/ LAMBS TONGUE HOSE BIBB FIELD VFY LOCATION MECH. DOORSBACK STAIR EXITFLASHING LASER CUT METAL 'BIRD' ABSTRACT APPLIQUE FIELD APPLY VFY LOCATIONS, TYP. ELECTRICAL Avg. Grade 99'-6" SIGN SIM 4/A8.029 ' - 8 " B U I L D I N G H T . (3 0 ' - 0 " M A X ) +/ - 7 ' - 6 " BO T . L I G H T 11 ' - 0 " +/ - 1 0 ' - 2 " BO T . L I G H T +/ - 1 9 ' - 0 " BO T . L I G H T EQ.EQ. +/ - 7 ' - 6 " BO T . L I G H T T.O. Awning 110'-0" 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" CHANNEL CEDAR SIDING (STAINED) COLOR BY OWNER APX. LINE OF EXISTING GRADE EXT. LIGHTS, TYP. 1x3 TRIM BOARDS MECH. DOORS WELDED TUBE STEEL GATE RETAINING WALL TRASH ENCLOSURE ELECTRICAL SIGN +/ - 7 ' - 6 " BO T . L I G H T 1 1/4" = 1'-0" East Elevation 2 1/4" = 1'-0" East Elevation - Trash Enclosure 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S ELEVATIONS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 4 3 2 1 12 6 Mech. Roof 121'-6" Mech. Roof 121'-6" 1a 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 2 Upper Floor +111'-4 3/4" +/ - 8 ' - 0 " B. O . L I G H T 3' - 6 " 1' - 0 " DOWNSPOUTS TO SPLASH BLOCKS GATE AT SIDE OF MAU FOR FILTER DOOR ACCESS CATWALK TO MECH. CHIMNEY CATWALK OVER MAU LADDER EA. END OF MAU FIRE RISER LIGHT FIXTURE METAL ROOFING OXIDIZED METAL PANEL SIDING METAL 'AWNING' ROOF LINE OF EXISTING GRADE B&B SIDING FLAT ROOF BEHIND (MECHANICAL WELL) CEDAR CHANNEL SIDING (STAINED) COLOR BY OWNER FIRE SPRKLR CONTROL RM DOOR BATH EXHAUSTS SHED ROOF GUTTER CONNECT TO MAIN ROOF DOWNSPOUT FALL PROTECTION ANCHORS PER IBC 1015.7 FOR ACCESS TO MECH. CHIMNEY GUTTER & DOWNSPOUT 1x3 TRIM BOARDS SIGN EXHAUST GRILLE RE: MECH.1 2 3 4 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 2 Upper Floor +111'-4 3/4" +/ - 2 8 ' - 0 " B. O . L I G H T 2'-6"2'-6" +/ - 1 0 ' - 2 " B. O . L I G H T LASER CUT METAL 'BIRD' ABSTRACT APPLIQUE FIELD APPLIED & VFY LOCATIONS, TYP. EXT. LIGHT FIXTURE TYP. OF 3 THIS ELEVATION METAL ROOFING OXIDIZED METAL TRIM LASER CUT METAL SCREEN PATIO RAILING METAL 'AWNING' ROOF ALUMINUM STOREFRONT LINE OF EXISTING GRADE WOOD LAP SIDING - 4" EXPOSURE METAL TRIM BAND SIGN LIGHTSIGN LOCATION (SIGN DESIGN & PERMIT IN SEPARATE ISSUE) WELDED TUBE STEEL w/ METAL PANEL INLAY SCREENRETAINING WALL RE: CIVIL 7' WALK, CURB/APRON AND ASPHALT PAVING, RE: CIVILCMU TRASH ENCLOSURE WELDED TUBE STEEL w/ METAL PANEL INLAY DOOR & GATE 2 1/4" = 1'-0" North Elevation 1 1/4" = 1'-0" South Elevation 3 1/4" = 1'-0" South Elevation - Trash Enclosure 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S ELEVATIONS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 H G F E D C B A 121 12 4 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" STANDING SEAM METAL ROOFING OXIDIZED METAL PANEL SIDING BOARD & BATTEN CEDAR, STAINED, COLOR BY OWNER, BATTENS @ 12" O.C. LASER CUT METAL SCREEN FIELD MOUNT INSIDE STOREFRONT FRAME PATIO RAILING METAL 'AWNING' ROOF ALUMINUM STOREFRONT CEDAR CHANNEL SIDING LASER CUT METAL 'BIRD' ABSTRACT APPLIQUE (APX. 12") FIELD APPLY & VFY LOCATIONS, TYP. 2x2 BOARD SCREEN CHIMNEY / FENCE DOWNSPOUT TO CONC. SPLASHBLOCK 1x3 CEDAR TRIM UNIT HEATER SIDEWALL FLUE RE: MECH. ELEC. METER / DISCONNECT & MDC, RE: ELEC. 12 4 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 4' - 0 " 2' - 4 " 1x3 CEDAR TRIM UNIT HEATER SIDEWALL FLUE RE: MECH. ELEC. METER / DISCONNECT & MDC, RE: ELEC. 4' CMU TRASH ENCLOSURE, WELDED TUBE STEEL FRAME w/ METAL PANEL INLAY SCREEN ON TOP RETAINING WALL RE: CIVIL 1 1/4" = 1'-0" West Elevation 2 1/4" = 1'-0" West Elevation - Trash Enclosure 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S SECTIONS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 ABCDEFGH T.O. Wall + 114'-5 1/4" T.O. Awning 111'-0" H1H2 H3 H5 H4 T.O. Steel 124'-8 1/2" T.O. Steel 110'-6" 12 4 121 Mech. Roof 121'-6" 2/A8.0 2/A9.0 1/A9.0 4/A8.0 1 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 4'-0"(9) T @ 11" (1" O.H.) 8'-3"MI N . 3 ' - 6 " A . F . F . 10 R @ 6 3 / 4 " 11 ' - 4 3 / 4 " 1'-0" 6 3/4" 3' - 0 " 11"1" THIN VENEER BRICK WHITEWASH 4' CMU WALL THICKENED EDGE SLAB WELDED TUBE STEEL FRAME w/ OXIDIZED METAL PANEL INLAY LADDER OVER AHU AND ACCESS TO CATWALK PLATFORM WALK TO HOODS, PROVIDE SAFETY TIE-OFFS AT EA. END OF PLATFORM BAR BEYONDRESTROOMS FOOD STORAGE UPSTAIRS SEATING KITCHEN COOKING CLASS CAFE COUNTER CAFE SEATING PATIO STAIRS LAUNDRY STRUCT 1/A8.0 3/A9.0 7' - 3 / 4 " 6' - 8 " M I N . ( F I N . ) METAL AWNING COUNTER ANSUL HOOD RE: MECH. TIMBER BEAMS CHEF/DEMO COUNTER ACOUSTICAL CEILING TREATMENT GAS PIZZA OVEN RE: MECH. LOW WALL w/ WOOD CAP FOLLOW STAIR SLOPE MIN. 3'-6" ABV. NOSING STEEL FRAMING RE: STRUCT. (KEEP BELOW AWNING) PRE-FAB WOOD STAIR HANDRAIL 36" ABV. NOSING EA. SIDE, TYP. DC H2 H4 SIM. 1/A9.0 10/A9.0 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 2 Upper Floor +111'-4 3/4" 3' - 0 " 6 3/4" 11" 1" 1'-0" 1'-0" MI N . 3 ' - 6 " 3' - 6 " 7' - 0 " 8' - 0 " 20 R @ 6 3 / 4 " 11 ' - 4 3 / 4 " RAILINGS MIN. 3'-6" A.F.F. ALL GAPS <4" HANDRAIL EA. SIDE EXTEND 1' BEYOND BOTTOM NOSING IN DIRECTION OF STAIR, TYP. HANDRAIL EA. SIDE EXTEND 1' BEYOND TOP LANDING HORIZ., TYP.UPSTAIRS SEATING RESTROOM HALL 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 4' - 0 " 4' CMU WALL THICKENED EDGE SLAB 15 YARD DUMPSTER BY OTHERS WELDED TUBE STEEL FRAME w/ OXIDIZED METAL PANEL INLAY RETAINING WALL, RE: CIVIL 1 1/4" = 1'-0" Longitudinal Section East 2 1/4" = 1'-0" Cafe Stair Section 1 1/4" = 1'-0" Trash Enclosure 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S SECTIONS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 1 2 3 4 H4 STRUCT 2/A2.2 3/A2.2 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 2 Upper Floor +111'-4 3/4" THIN VENEER BRICK WHITEWASH RETURN GRILLE BEYOND (PAINTED), RE: MECH. CAFE UPSTAIRS SEATING A B C D E F G H H2 H3 H4 Mech. Roof 121'-6" 4/A9.0 2/A8.0 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 2 Upper Floor +111'-4 3/4" 8' - 2 " DROPPED CEILING CAVITY GYP UNDERSIDE OF FLR/CEILNG OR PROVIDE SPRINKLERED PROTECTION ABOVE DROPPED CEILING, TYP. (FLR/CEILING CAVITY INSULATED, TYP.) VERIFY SHAFT, PIT & DRAIN/SUMP w/ SELECTED LIFT THIN VENEER BRICK WHITEWASH WALK-IN COOLER STORAGE CAFE SEATING BAR RESTROOMRESTROOM VERTICAL PLATFORM LIFT DISH 2 1/4" = 1'-0" Cafe Section 1 1/4" = 1'-0" Longitudinal Section 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S SECTIONS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 4 3 2 1 T.O. Chimney 131'-9" T.O. Wall 130'-4" Mech. Roof 127'-8 1/2" SIM 4/A8.0 4/A8.0 5/A9.0 6/A9.0 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 2 Upper Floor +111'-4 3/4" 7' - 0 " 2' - 0 " 1'-0" B&B SIDING CONT. FROM WALL ALONG BOT. BUMP-OUT METAL FRAME, GYP WRAPPED BULKHEAD ENCLOSURE AROUND HOOD TO B.O. (GYPPED) JOISTS R-38 INSUL. IN FLOOR OVER EXTERIOR BAR DISH KITCHEN H4 H2 4 3 2 1 T.O. Chimney 131'-9" Mech. Roof 121'-6" Mech. Roof 121'-6" 4/A2.2 1 1 Ground Floor +100'-0" 1 Ground Floor +100'-0" 2 Upper Floor +111'-4 3/4" 2 Upper Floor +111'-4 3/4" ACCESS PANEL IN ROOF/CLG RECESSED SLAB OR UNDER SLAB INSUL. AT WALK-IN VERIFY w/ COOLER SPECS SPLASH BLOCK AT DOWNSPOUT DOWNSPOUT TO UNDER-SLAB DRAIN CRICKET MECH. "CHIMNEY" ACCESS CONT. INSULATION THROUGH FLOOR RIM, RE: WALL SECTIONS LADDER/PLATFORM OVER MAU + ACCESS TO CHIMNEY ACCESS CAT WALK, PROVIDE SAFETY TIE-OFFS EA. END ACCESS LADDER ATTACHED TO WALL WALK-IN COOLER FOOD STORAGE RESTROOMOFFICESTORAGE HALL 1 1/4" = 1'-0" Bar/Kitchen Cross Section 2 1/4" = 1'-0" Storage/Office/RR Section 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A5.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S DOORS & WINDOWS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 DOOR SCHEDULE ID 100 101 102 103 104 104.5 105 106 107 108 109 110 111 200 201 202 203 204 Qty. Ea. Bldg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Leaf Dimensions 5'-0"×7'-0" 3'-0"×7'-0" 3'-6"×7'-0" 3'-0"×7'-0" 3'-6"×7'-0" 3'-6"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" Frame Width 7 3/4" 7 3/4" 7 3/4" 7 3/4" 7 3/4" 7 3/4" 5 3/4" 5 3/4" 5 3/4" 4 7/8" 4 7/8" 7 3/4" 4 7/8" 6 7/8" 4 7/8" 4 7/8" 6 7/8" 6 7/8" Leaf Thickness 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" Frame Material H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. H.M. WD WD H.M. WD WD WD WD WD WD Leaf Material INSUL. H.M. INSUL. H.M. INSUL. H.M. INSUL. H.M. INSUL. H.M. INSUL. H.M. S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD Hardware HW-2 HW-3 HW-1 HW-1 HW-3 HW-3 HW-4 HW-5 HW-6 HW-8 HW-8 HW-4 HW-4 HW-5 HW-8 HW-8 HW-7 HW-7 Style A A D D A A A A B A A B A D A A B B Location STORAGE FIRE SPRINKLER CONTROL DRY STORAGE BACK STAIR MECH. CL ELECTRICAL CL MOP DISH KITCHEN RESTROOM RESTROOM LIFT LAUNDRY BACK STAIR RESTROOM RESTROOM OFFICE STORAGE Fire Rating 20 MIN. Notes VISION LITE VISION LITE DOUBLE ACTING VISION LITE STEP 2 SELF-ADHERED SILL FLASHING STEP 3 CORNER FLASHING PATCHES AT SILL STEP 4 INSTALL WINDOW PLUMB, LEVEL AND SQUARE SEALANT BEAD AT JAMBS AND HEAD (INSURE SEALANT IS CHEMICALLY COMPATIBLE WITH FOAM AND FLASHING) STEP 5 INSTALL SELF-ADHERED JAMB FLASHING STEP 6 INSTALL DRIP CAP (IF APPLICABLE, RE: DETAILS) INSTALL SELF-ADHERED HEAD FLASHING STEP 8 APPLY CORNER TAPE PATCHES AT HEAD. AIR SEAL WINDOW AROUND ENTIRE PERIMETER ON INTERIOR WITH SEALANT OR NON-EXPANDING FOAM STEP 1 HOUSEWRAP FOLDED IN AT JAMBS AND SILL STEP 7 FOLD DOWN HEAD HOUSEWRAP Window Schedule ID A A1 B1 C D D1 F G H I J K Width 4'-0" 4'-0" 2'-0" 3'-0" 2'-0" 2'-0" 4'-0" 6'-0" 5'-0" 2'-0" 3'-0" 6'-0" Height 4'-0" 4'-0" 5'-0" 6'-0" 4'-0" 4'-0" 6'-0" 2'-0" 5'-0" 2'-0" 5'-0" 1'-6" Quantity 2 1 1 1 1 1 1 1 1 1 2 2 Head Height 8'-0" 9'-6" 9'-0" 13'-2" 8'-0" 7'-0" 9'-6" 9'-0" 8'-0" 8'-0" 7'-0" 8'-0" TYPE FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED TEMPERED YES LOCATION DEMO CNTR, DISH UPPER SEATING UPPER SEATING STAIR MID LANDING DISH UPPER STAIR LANDING UPPER SEATING UPPER SEATING UPPER SEATING RESTROOM HALL UPPER STAIR / OFFICE BAR NOTES DOOR TYPE A -FLUSH PANEL -1x4 TRIM DOOR TYPE B -SHAKER 2 PANEL -1x4 TRIM DOOR TYPE C -DOUBLE FLUSH PANEL -VISION LIGHT AS NOTED -1x4 TRIM DOOR TYPE D -FLUSH PANEL -VISION LIGHT AS NOTED -1x4 TRIM 1/ 2 " 6 3 / 4 " TH R O A T 1/ 2 " SEALANT MOISTURE BARRIER SIDING MOISTURE BARRIER FLASHING SIDING PANEL WALL FIN. & RETURN INTERIOR WOOD DOOR JAMBINTERIOR WOOD DOOR HEAD ALUMINUM STOREFRONT HEAD @ SIDING ALUMINUM STOREFRONT JAMB @ SIDING TYPICAL ACCESSIBLE THRESHOLD EXTERIORINTERIOR WINDOW JAMB @ SIDING WINDOW HEAD @ SIDING HOLLOW METAL DOOR HEAD HOLLOW METAL DOOR JAMB @ SIDING WOOD DOOR JAMB CASING 2x STUD WALL CASING CASING, BOTH SIDES 2x STUD WALL HEADER, RE: STRUCTURAL WOOD DOOR HEAD PLY BACKER VERTICAL SIDING STUD WALL STOREFRONT JAMB METAL DRIP EDGE 2x TRIM SEALANT WALL SHEATHING GYP BOARD WALL STUDS ALUM. STOREFRONT 2x TRIM PANEL WALL FIN. & RETURN EXTERIOR DOOR DOOR TRIM ADA ACCESSIBLE THRESHOLD HALF-SADDLE (TILE INSIDE) MAX 1/2" HIGH, 1/4" VERT. DOOR SWEEP TILE FLOOR AT ENTRY 5/8" GYP BOARD 2X6 STUD WALL 1/2" PLY. SHEATHING SEALANT JAMB EXTENSION/ CASING WINDOW LIGHT WINDOW w/ NAILING FIN 2x2 WINDOW TRIM SIDING NAILING FIN 1/2" PLY. SHEATHING SEALANT WINDOW LIGHT 2x6 STUD WALL 5/8" GYP BOARD ON VAPOR BARRIER CASING JAMB EXTENSION INSUL. WINDOW SIDING HEADER, RE: STRUCTURAL 2x2 TRIM METAL DRIP EDGE GYP BOARD SIDING STUD WALL H.M. DOOR JAMB METAL DRIP EDGE 2x2 TRIM SEALANT WALL SHEATHING GYP BOARD WALL STUDS H.M. DOOR JAMB 2x2 TRIM 2 NTS Opening Flashing 3 3/8" = 1'-0" Door Styles 1 1 1/2"= 1'-0" Doors/Windows Details HARDWARE SCHEDULE ID QUANTITY ITEM HW- 1 - ENTRY DOOR (INCLUDING STORE FRONT ENTRIES) 1.5 PR BUTT HINGES * CONT. PIANO HINGE @ STORE FRONTS 1 PANIC BAR w/ CYLINDER 1 PULL 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 1 WALL BUMPER HW- 2 - DOUBLE SERVICE DOOR 2 PR SPRING HINGES 2 PR BUTT HINGES 1 STOREROOM LOCKSET 2 FLUSH BOLTS 1 DUMMY LEVER SET 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 2 WALL BUMPER HW- 3 - EXTERIOR ACCESS DOOR 1.5 PR BUTT HINGES 1 STOREROOM LOCKSET 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 1 WALL BUMPER HW- 4 - PASSAGE DOORS 1.5 PR BUTT HINGES 1 PASSAGE LOCKESET 1 WALL BUMPER @ 105 1 ARMOR PLATE HW- 5 - PUSH/PULL DOOR 1 PR SPRING HINGES 0.5 PR BUTT HINGES 1 PUSH PLATE 1 PULL 1 WALL BUMPERS @107 2 ARMOR PLATE HW- 6 - DOUBLE ACTING 1.5 PR DOUBLE ACTING SPRING HINGES 2 PUSH PLATE 2 WALL BUMPER 2 KICKPLATE HW- 7 - OFFICE/STOREROOM 1.5 PR BUTT HINGES 1 CLASSROOM LOCKSET 1 WALL BUMPER HW- 8 - PRIVACY DOORS 1.5 PR BUTT HINGES 1 PRIVACY LOCKSET 1 WALL BUMPER NOTES: BASED ON MARVIN SIGNATURE MODERN DOUBLE GLAZED LOW E GLASS SOLID CORE HOLLOW CORE HOLLOW METAL WOOD FIBERGLASS KNOCK DOWN KEY S.C. H.C. H.M. WD FG KD 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A5.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S STOREFRONTS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 SF1SF2 SF3SF4SF5 4" 3' - 0 " 4" 4' - 4 " 2" 1' - 8 " 2" 1' - 6 " 4" 1' - 8 " 2" 5' - 9 " 2" 1' - 9 " 2" 3'-6" 8' - 0 " 2" 6" 3' - 5 " 11"2"3'-6"2"4'-0"4"3'-6"2"1'-8"2" "PANIC" BAR INTERIOR SIDE HW-1, RE:A5.0TOE-KICK AT DOOR ADA THRESHOLD T T T TT T SF7 SF6SF8SF9SF10SF11SF12SF13 SF14SF15SF16 SF17SF17SF19 6" 3' - 5 " 8' - 0 " 2" 1' - 8 " 2" 4" 3' - 0 " 4" 4' - 4 " 2" 1' - 8 " 2" 1' - 6 " 4" 1' - 8 " 2" 7' - 8 " 2" 4" 2" 1' - 8 " 2" 10 1/2"2"1'-8"4"3'-6"2"3'-4"4"1'-8"2"9 1/2"2"1'-8"4"3'-6"4"1'-8"2"9 1/2"2"3'-5"2"3'-7"4"1'-8"2"10 1/2" 2"1'-8"2"4'-6"2"4'-6"2"9 1/2"2"3'-9"2"3'-7"2"9 1/2" 2" 7'-2"2"1'-10"2" "PANIC" BAR INTERIOR SIDE HW-1, RE:A5.0 TOE-KICK AT DOOR ADA THRESHOLD TT T TT T TT T SF21 SF22 SF23SF24SF25 4" 3' - 0 " 4" 4' - 3 " 2" 1' - 9 " 2" 1' - 6 " 4" 1' - 8 " 2" 5' - 1 0 " 2" 1' - 8 " 2" 2"1'-10"2"5'-8"2"2'-7"2"1'-8"2"1'-5"2"3'-2"2"3'-4"2"3'-2"2"11"2"1'-8"2" 7' - 1 1 " 2" 1' - 9 " 2" 4' - 0 " 2" 3' - 9 " 2" 1' - 9 " 2" 4" 7' - 6 " 2" 2"3'-8"2"1'-4"2"3'-8"4"7'-2"2"1'-8"2" TT SF20SF23 1 3/8" = 1'-0" East Storefront Elevation2 3/8" = 1'-0" South Storefront Elevation 3 3/8" = 1'-0" West Storefront ElevationNOTE: PROVIDE TINTED LOW-E GLAZING AT ALL STOREFRONT FINAL SELECTION TBD COLOR: GREY/BRONZE VISIBLE TRANSMITTANCE: 70% +/- ENERGY PERFORMANCE EQ. OR BETTER IN COMCHECK 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A6.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S RCPs CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 1/A4.0 B B C C D D G G H H F F E E A A 11 44 33 22 P P P PP P P P P DROPPED BEAMS SURFACE MOUNT FIXTURES CHANDELIERS RE: SECOND FLOOR RCP LIGHTS IN WALK-INS BY COOLER MFR. DUCT ABV. COOLER, TIGHT TO CEILNG LIGHT BELOW DECK, DUCT ABOVE BATHROOM WALL VANITY LIGHTS, TYP. 8' WALLS, TYP. AT DROPPED CEILINGS HEAT LAMPS RE: KITCHEN SCHEDULE EXPOSED GALVANIZED SPIRAL DUCT RE: MECH. HOODS RE: MECH. 5/8" TYPE 'X' GYP UNDERSIDE OF STAIR FOLLOW RAKE TO 8' B&B SOFFIT ALIGN w/ WALL PATTERN B.O. BEAM: 7'-2" ANGLE (X): 2º PITCH: 14º B.O. BEAM: 7'-10" ANGLE (X): 44º PITCH: 14º B.O. BEAM: 7'-6" ANGLE (Y): 44º PITCH: 20º B.O. BEAM: 8'-0" ANGLE (Y): 44º PITCH: 15º B.O. BEAM: 7'-6" ANGLE (Y): 9º PITCH: 14º B.O. BEAM: 7'-0" ANGLE (Y):33º PITCH: 12º B.O. BEAM: 7'-6" ANGLE (X): 14º PITCH: 19º B.O. BEAM: 7'-4" ANGLE (X): 42º PITCH: 48º B.O. BEAM: 7'-8" ANGLE (X): 41º PITCH: 20º "TREE BRANCH" TIMBERS: B.O. BEAM POCKET, ANGLE & PITCH GIVEN, LENGTH TO DIE INTO CEILING/BEAMS, TYP. 1/ A 4 . 2 1/ A 4 . 2 1/A4.1 1/A4.1 2/ A 4 . 2 2/ A 4 . 2 2/A4.0 2/A4.0 VINYL FACED 2x2 ACT 8' CLG ARCH ACOUSTIC CEILING 8' GYP CEILING ON METAL FRAME EF EF L1 T1T1T1 T1T1T1 T1T1T1 T1T1 T1 T1T1 T1 T2 T2 T2 L1 L2 L1 T2 EXIT EX I T EXIT EX I T 10' GYP CEILING TO UNDERSIDE JOISTS K13 K13 K13 K14 5/8" TYPE 'X' GYP B.O. OF STAIR RAKE TO 9' EF L1 2/ A 4 . 1 2/ A 4 . 1 1/A4.0 B B C C D D G G H H F F E E A A 11 44 33 22 F P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P4 P4 P4 P4 P4 P4 CP4 P4 C C C P3 P3 P3 P3 CC CH1 CH3 CH2 OS CHANDELIERS EXPOSED TIMBER RAFTERS WALL BAR LIGHT BATHROOM WALL VANITY LIGHTS, TYP. 8' WALLS, TYP. AT DROPPED CEILINGS ROOF ACCESS HATCH B.O. BEAM: 10'-8" ANGLE (X): 35º PITCH: 35º B.O. BEAM: 9'-7" ANGLE (Y): 28º PITCH: 45º B.O. BEAM: 10'-6" ANGLE (X): 44º PITCH: 36º B.O. BEAM: 9'-7" ANGLE (X): 15º PITCH: 32º B.O. BEAM: 8'-5" ANGLE (X): 16º PITCH: 36º B.O. BEAM: 7'-5" ANGLE (Y): 38º PITCH: 50º B.O. BEAM: 9'-0" ANGLE (Y): 18º PITCH: 42º B.O. BEAM: 7'-0" ANGLE (X): 35º PITCH: 35º B.O. BEAM: 8'-6" ANGLE (X): 16º PITCH: 33º B.O. BEAM: 8'-8" ANGLE (Y): 10º PITCH: 56º B.O. BEAM: 7'-10" ANGLE (Y): 38º PITCH: 50º B.O. BEAM: 9'-0" ANGLE (Y): 16º PITCH: 36º B.O. BEAM: 9'-0" ANGLE: 45º PITCH: 43º B.O. BEAM: 9'-6" ANGLE (X): 16º PITCH: 43º B.O. BEAM: 8'-3" ANGLE (Y): 18º PITCH: 50º ARCH. ACOUSTIC SLAT WOOD VAULTED CEILING GYP CLG SLOPED 7'-6"+ 9' GYP CLG TO BOTTOM OF JOISTS GYP CLG 8'-6" EX I T 8' GYP CLG ON METAL FRAME 8' GYP CLG ON METAL FRAME FAN 8' DIA. 1/ A 4 . 2 1/ A 4 . 2 1/A4.1 1/A4.1 2/ A 4 . 2 2/ A 4 . 2 2/ A 4 . 1 2/ A 4 . 1 HOOD FLUES JOG THROUGH FLOOR TO CHIMNEY CHASE - FLOOR STRUCT. TO ALLOW JOB IN 2 BAYS T2 T2 T2 T2 EF EF L1 REF N1 3/16" = 1'-0" Ground Floor RCP 2 3/16" = 1'-0" Second Floor RCP 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A7.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S INTERIOR ELEVATIONS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 FULL HT. TILE WALLS, TYP. AT KITCHENHOODBUILT-IN SHELVES OPEN TO FOOD STORAGE HOLDING CAB 7' M I N . H D . C L R . VF Y w / E Q U I P M E N T STAINLESS STEEL WALL PANEL BELOW HOOD HOOD CONTROL CABINET TILE WALLS AT KITCHEN, TYP. FLOOR DRAIN IN FRONT INDIRECT HOOD MOUNTING TO JOISTS/2x BLOCKING VIA METAL CLEATS RE: MECH. FOR HANGERS BUILT-IN SHELVES IN FRONT RANGE/ CONVEC. OVEN BAKERY OVENPIZZA OVENHAND SINK DEMO COUNTER FRYER 3' - 0 " 1' - 6 " VF Y w / OW N E R TILE WALLS, TYP. AT KITCHEN HEAT LAMP PENDENTS MECH. DROP TO RETURN GRILLE IN WALL HOOD SHUT DOWN EPO THERMOSTAT FLOOR DRAIN HOOD CABINET IN FRONT SCREEN BETWEEN PIZZA PREP AND CUSTOMER SIDE DEMO/PASS-THRU COUNTER OPEN TO DINING ICE MAKER UNDERCAB REFRIG.PIZZA PREP FLOOR SINK VINYL FACED ACT CEILING, TYP. AT KITCHEN/DISHEMERGENCY LIGHTING FLOOR DRAIN HAND SINKREACH-IN PREP SINK ICE DOOR TO DISH MIXER FLOOR DRAIN SHELVES/HEAT LAMPS HOOD IN FRONT U.C. CABSANDWICH/SALAD PREP FLOOR DRAIN HEAT LAMP SHELVES WORK TABLE WORK TABLE FULL HT. FRP 6" RUBBER COVE BASE STAINLESS RACKS DRY/STORAGE COUNTER STAINLESS BACKSPLASH, TYP. FULL HT. FRP 6" RUBBER COVE BASE FULL HT. FRP 6" RUBBER COVE BASE FLOOR SINK DISH RACKSH.S.3-COMPARTMENT SINK FULL HT. FRP WALLS, TYP. AT DISH 6" RUBBER COVE BASE, TYP. AT DISHFLOOR SINK WINDOW WINDOW STAINLESS BACKSPLASH, TYP. DISH MACHINEDRY RACK PRE-RINSE SOLID SURFACE COUNTER WOOD CABS SHAKER DOOR NO DRAWERS TIMBER BEAM HEAT LAMPS SUPPLY GRILLE DECORATIVE SCREEN AROUND PIZZA PREP. TBD BC48 BC48 BC48 FF1' - 6 " 1' - 6 " 5' - 6 " 1' - 6 " 2' - 0 " 3' - 0 " 3'-1"4'-0" 3 1/2" 1'-0"3'-7 1/2"6'-0"2'-1 1/4"1'-6 1/4"1'-0"6" WEATHERED WHITE THIN VENEER BRICK ARCH. POST/BEAM 'TREES', RE: RCP & DETAIL WOOD PANELING 1 WOOD PANELING 1 WOOD BASEWOOD BASE WOOD BENCH TOP BUILT IN BENCH BUILT IN WINE STORAGE BUILT IN WINE STORAGE CHASE 1 3/8" = 1'-0" KITCHEN PERIMETER2 3/8" = 1'-0" KITCHEN INTERIOR 5 3/8" = 1'-0" DISH ELEVATIONS 3 3/8" = 1'-0" DEMONSTRATION COUNTER4 3/8" = 1'-0" WINE/BENCH 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A7.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S INTERIOR ELEVATIONS CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 3' - 8 " 3' - 8 " BACK BAR CAB ESPRESSO REACH-IN COUNTER FRP 6" RUBBER COVE BASE FLOOR SINK BLENDER STATION H.S. GLASS WASHER 3' - 8 " END BLOCK WOOD VENEER SOLID SURFACE TOP GRAB & GO CASE 3' - 8 " HORIZ. WOOD PANEL SOLID SURFACE TOP 2' - 1 0 " 3' - 8 " HORIZ. WOOD PANEL SOLID SURFACE TOP ACCESSIBLE POS COUNTER REACH-IN COUNTER 3' - 8 " ARCH. LOG FRP (BLACK) BELOW BAR TOP FLOOR SINK METAL WALL WRAP SOLID SURFACE TOP WATER TOWER AT BAR END 6" RUBBER BASE ICE/WELL ICE/WELL4-COMPARTMENT BAR SINK 3' - 4 " 1' - 6 " 1' - 6 " 2' - 0 " FULL-HEIGHT METAL WALL PANELS, PATINA TBD, TYP. AT BAR SIDE FLOATING WOOD SHELVES FLOOR SINK FRP (BLACK) BEHIND EQUIP. 6" RUBBER COVE BASE WINDOWS BACK BAR CABINET BLENDER STATION GLASS WASHER POS 3' - 8 " 8" METAL PANEL PATINA TBD BAR FOOT RAIL WOOD TRIM SOLID SURFACE TOP BAR FRONT 3' - 0 " 1' - 8 " 1' - 8 " 1' - 1 0 " 4'-0"2'-0" 3'-0" 3' - 4 " 1' - 6 " 1' - 6 " 2' - 0 " 1'-4" ALIGN w/ T.O. DOOR TRIM WOOD SHELVES OXIDIZED METAL PANEL WOOD PANEL 2 RUBBER BASEFLOOR DRAINFRP (BLACK) BEHIND EQUIP. RETURN AIR GRILLE PAINTED RAFTER TIE-ROD KEG COOLERTO STORAGETO OFFICESERVER STATION BUILT IN WINE RACK (SET-IN TO WALL) POS 1'-6"6" 2'-0" 5" 8" 3' - 8 " FRP ON W.R. GYP BOARD 3/4" PLYWOOD SOLID SURFACE BAR TOP 3/8"x6"x12" STEEL ANGLE SUPPORT @ 32"o.c. TO FULL WIDTH STUDPACK 1 3/8" = 1'-0" CAFE SERVICE 2 3/8" = 1'-0" CAFE CUSTOMER 4 3/8" = 1'-0" BAR SERVICE 3 3/8" = 1'-0" BAR CUSTOMER3.1 3/4" = 1'-0" BAR COUNTER SECTION 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A7.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S FINISH PLAN CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 Bird's Nest Main Floor Finishes Finishes Floors Room Floor N. Wall E. Wall S. Wall W. Wall Ceiling F1 Tile 1 Cafe Entry F1 W3 (Elev)W1 W1 W1 C1 F2 Tile 2 Cafe F3/F1 W1 W1 ,W4 (stair)W1 W1 C1 F3 Engineered Wood Flooring Front Stair Treads/Risers F4 NA W3 (Elev)W1 Railing C1 F4 Solid Wood Flooring Restroom Hall F3 B1, W9 B1, W9 B1, W9 B1, W9 C2 F5 VCT Tile - Non-Slip Restroom F2 B2, W5/W6 B2, W5/W6 B2, W5/W6 B2, W5/W6 C2 F6 Epoxy Floor - Non-Slip Kitchen F6 W7 W7 W7 W7 C3 F7 Rubber Tread over Prefab Stairs Dish F6 B3, W8 B3, W8 B3, W8 B3, W8 C3 Dry Storage F5 B3, W9 B3, W9 B3, W9 B3, W9 C2 Bases Back Stair/Entry F5 B3, W9 B3, W9 B3, W9 B3, W9 C2 B1 Wood Base Back Stair Treads/Risers F7 B3, W9 B3, W9 B3, W9 B3, W9 C2 B2 Tile Wainscot Mop F5 B3, W8 B3, W8 B3, W8 B3, W8 C2 B3 Rubber Cove Base - 6” Equipment F5 B3, W9 B3, W9 B3, W9 B3, W9 C2 Fire Sprinkler Control F5 B3, W9 B3, W9 B3, W9 B3, W9 C2 Walls Mech.F5 B3, W9 B3, W9 B3, W9 B3, W9 C2 W1 Wood Paneling 1 Laundry F5 B3, W8 B3, W8 B3, W8 B3, W8 C2 W2 Wood Paneling 2 W3 1" Veneer Brick - Weathered White W4 Wall Paper - Image W5 Wall Paper - Design 1 Second Floor Finishes W6 Wall Paper Design 2 Room Floor N. Wall E. Wall S. Wall W. Wall Ceiling W7 Tile - Full Ht. Sea\ng Area F4 B1, W2 B1, W1 RAILING B1, W1 C1 W8 FRP - Full Ht. Elevator Loading F4 B1, W2 B1, W1 W3 W3 C1 W9 Latex Paint - Color 1 Bar - Customer Side F4 B1, W11 (bar)B1, W1 B1, W1 B1, W1 C1 W10 Metal Paneling Bar - Service Side F1 B1, W2/W10 B3, W10 B3, W8/W10 B3, W8/W10 C1,C2 Restroom Hall F4 B1, W9 B1, W9 B1, W9 B1, W9 C2 Ceilings Restroom F2 B2, W5/W6 B2, W5/W6 B2, W5/W6 B2, W5/W6 C2 C1 Wood Acous \c Ceiling Storage F5 B3, W9 B3, W9 B3, W9 B3, W9 C2 C2 Gyp - Latex Paint Office F4 B3, W9 B3, W9 B3, W9 B3, W9 C2 C3 Acous\c Tile - 2x2 Vinyl Faced Back Stair Landing F5 B3, W9 B3, W9 B3, W9 B3, W9 C2 1 UP UP F2 F3 F2 F3 F1 F3 F3F4 F1F3 F1F3 F3F6 F6F5 F5F7 R E C E S S E D S L A B F5 SOLID SURFACE/GRANITE COUNTERS, TYP. LAUNDRY ELEC. ROOM DISH DRY STORAGE CAFE COUNTER MOP SINK WATER HEATER KITCHEN PATIO COOKING CLASS FIRE SPRK CONTROL RRRR CAFE RECESSED SLAB FOR WALK-IN FREEZER RE: COOLER SPEC F3 STORAGE WATER HEATER DN DN F1 F4 F1F5 F4F4 F2 F4 F4F5 F5F7 F4F4 SOLID SURFACE/GRANITE COUNTER SOLID WOOD BENCH TOP SOLID SURFACE/ GRANITE COUNTER BAR SEATING AREA STORAGE OFFICE RESTROOM RESTROOM +/- 8 3/4" 1/2" 1/2" OSB TO STUDS VERT. ORIENTED WHITE WASHED SHIPLAP 1/2" OSB TO STUDS W1 W2 REF N1 3/16" = 1'-0" Ground Floor Finish Plan 2 3/16" = 1'-0" Upper Floor Finish Plan 3 1 1/2"= 1'-0" Wall Finish Details 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A8.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S Wall Sections CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 W1 H4 1/2" EXPANSION JOINT R-21 INSULATION, TYP. METAL TRIM BAND RE: ELEVATION ALUMINUM STOREFRONTS RE: STOREFRONT ELEVS. APPLIED SCREEN PANELS FIELD APPLIED IN ALUMINUM STOREFRONTS RE: ELEVS. STEEL BEAMS RE: STRUCT. WALL FINISH RETURN TO STORE FRONT FRAME, TYP. SLAB ON GRADE, RE: STRUCT. FOUNDATION WALL, RE: STRUCT. ALUMINUM STOREFRONT ENTRY DOORS WOOD PANELING OVER 1/2" PLY 1 1/2" RIGID INSUL. (R-7.5) OUTSIDE FACE FOUNDATION WALL, MIN. 2' BELOW GRADE, TYP. CANTILEVERED AWNING RE: STRUCT. DETAIL H3 H4 W1 W3 SECOND FLOOR I-JOIST FRAMING SIZE/DIRECTION TRANSITION RE: STRUCT. THICKENED SLAB RE: STRUCT. CASED OPENING DOORWAY HEADERS PER STRUCT., TYP. EXTERIOR WALL RE: ASSEMBLIES MECH. ROOF/CEILING RE: ASSEMBLIES 15 ' - 0 " 6" BALLOON FRAME 2x6 WALL VFY PIT w/ SELECTED LIFT SPEC SLAB ON GRADE, TYP. RE: STRUCT. 1x8 WALL CAP FIRE BLOCK AT SECOND FLOOR 5/8" GYP, PAINTED SHAFT SIDE DUROCK OR EQ. BACKER BOARD THIN VENEER BRICK OUTSIDE FACE FOOTING RE: STRUCT. 2' - 6 " 1' - 0 " MI N . 4 2 " 1" PREFINISHED COPING CAP, SHORT LEG ON REVEAL SIDE COLOR TO MATCH "SLAT BOARDS" PRE-FINISHED COPING CAP PARAPET FLASHING RE: 3/A9.0 ROOF/WALL FLASHING 2x8 SLEEPER ACROSS ROOF NOM. 1/2" SHEATHING w/ VAPRO SHIELD REVEALSHIELD OR EQ. SELF ADHERED RAINSCREEN MEMBRANE (BLACK) INSTALL PER MFR. SPEC 1x2 PINE "SLAT BOARD" HORIZ. APPLIED, STAINED 1x2 P.T. FURRING STRIPS AT MAX 32" O.C., COVER w/ REVEALSHIELD MEMBRANE 3"x3" TUBE STEEL ON 1/4"x5"x5" MOUNTING PLATE, 1/4" FILLET WELD ALL SIDES, (4) 1/2"x3" LAG BOLTS TO TOP OF WALL, FLASH AND SEAL PENETRATIONS, RE: ROOF PLAN FOR PLACEMENT 2x6 WALL MECH. CHIMNEY ROOF EPDM TAPERED TO ACCESS OPENING ATTACH 1x2 w/ NON-CORROSIVE TRIM SCREWS INTO NAILER SET APX. 1/4" INTO FACE 1x8 CAP ATTACHED TUBE STEEL VIA ANGLE BRACKET, NAILER FOR FURRING STRIP 1 3/4" = 1'-0" Typical Wall Section2 3/4" = 1'-0" Wall Section3 3/4" = 1'-0" Lift Wall Section4 1" = 1'-0" Screen Wall 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A9.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: BAS1S Details CD - 11/20/20 Rev1 - 7/14/21 Bi r d ' s N e s t Ca f e + C a t e r i n g K i t c h e n 12 2 1 H i g h D r i v e Es t e s P a r k , CO 80 5 1 7 7/14/2021 3' - 6 " A. F . F . 5 1 / 2 " 6" 1/4" <4 " 1/4" STEEL PLATE, ATTACH TO JOISTS w/ (4) 1/2" THRU-BOLTS (2) 2x6/LVL CANTILEVERED FLOOR JOISTS RE: STRUCT. POST SLEEVE: 1/4" PLATE STEEL w/ 1/4" FILLET WELDS ALL SIDES 1/2" DIA. STEEL ROD SHAPED TO MATCH FLOOR CURVE WELD TO POSTS 2"x2"x1/4" TUBE STEEL POSTS, PAINTED 1x10 TRIM BAND ACOUSTIC CEILING RE: H1/G1.1 1" 7' A . F . F . 6x10 D.F. #1 ARCH. BEAM EXPOSED TIMBER PURLINS RE: STRUCT - FLOOR FRAMING GYP BUTT TO T.O. BEAM, BOTH SIDES BORE ELEC. THROUGH BEAM SUPPLY GRILLE HEAT LAMPS FROM BEAM RE: INT. ELEV. DROPPED CEILING CAVITY MI N 1 4 " N . T . S . 2' - 0 " N . T . S . 1' - 6 " DRIP EDGE FLASHING FLEXIBLE FLASHING BUILT-UP INSULATION EPDM MEMBRANE TERMINATION BAR SEALANT STRUCTURAL PANEL SIDING PAINTED, MECH. SIDE SIDING, RE: ELEV. PRE-FINISHED METAL COPING CAP, SEAL/FLASH PENETRATIONS, TYP. PRE-FINISHED STL. PIPE RAILING TO MIN. 42" A.F.F. PIPE FLASHING & SEALANT ROOF/WALL AT PARAPETS 1'-4" 2" 38 " A . F . F . 1/2" SILICONE SEALANT STOREFRONT WINDOW INSIDE FACE OF WALL BEYOND EXPOSED STEEL POST BEYOND 1/2" CARRIAGE BOLT THROUGH T.O. COUNTER MIN. @ 32" O.C. CUT-OFF EXCESS BOLT FLUSH 2" SOLID WOOD COUNTER CUT AROUND WALLS TIGHT TO STORE FRONT MULLION (VFY HEIGHT) NOTCH AROUND COLUMNS AT ENDS 2"x2"x1/4" ANGLE BRACKET @ ENDS 1/4" FILLET WELD ALL SIDES TO COLUMN 2"x2"x1/4" STEEL TUBE SPAN BETWEEN STEEL COLUMNS ATTACH TO COLUMN w/ 1/4" FILLET ALL SIDES 7" 3/ 4 " 3' - 9 3 / 4 " 7" 7" 3' A . F . F . OXIDIZED METAL PANEL BACK WALL FINISH OXIDIZED METAL BAND EDGES (DECORATIVE NAIL FACE) 3/4" HARDWOOD PLY SHELVES & SURROUND 1x4 TRIM (2) 2x8 HEADER, FURRED FULL WALL WIDTH 2x4 FRAME 2x4 BRACE @ 45º EA. END CHASE (SPRINKLERED) 2" 1' - 4 " 2" 1' - 4 " 2" 2" 4" 1'-4" 1" G A P , T Y P . METAL PANEL OVER NOM. 1/2" OSB SHEATHING FLASHING UP SIDE PRE-FIN. COPING CAP TO MATCH SLATS SHORT LEG ON SLAT WALL SIDE LOOSE-FILL INSUL. FILL CAVITY SOLID WOOD SHELVES ON 'FLOATING' SHELF BRACKETS @ 16" O.C. (PROVIDE BLOCKING IN WALL AS NEEDED) SHED ROOF SLOPED TO NORTH MIN. 3" CLOSED CELL INSUL. METAL FRAME DROPPED CEILING MIN. R-19 INSUL. 4 1/2" 4 1 / 2 " FURRING STRIP RIGID INSUL., MAXIMIZE INSUL. AROUND POSTS 2x4 WINDOW NAILER SIDING, RE: ELEVATION NOM. 1/2" SHEATHING OSB FURRING TO WALL DEPTH5/8" GYP CAULK BEAD 8"x8" STEEL COLUMN RE: STRUCT. BUILT-UP INSULATION SLOPED TO OPENING EPDM MEMBRANE RUN OVER TOP OF ROOF SHINGLES ICE & WATER SHEILD RUN UNDER EPDM AND SHINGLES FLASH UP ENDS OF PARAPET WALLS MIN. 1' SHED ROOF 2' - 0 " 4' - 6' LINE OF CRIMPED PANEL BEHIND CONCEALED ANCHOR CLIPS PANEL OVERLAP CONFIRM FINAL LAYOUT/SPACING w/ ARCHITECT RE : R C P B. O . B E A M P O C K E T TO F I N . F L O O R 1'-0" 4x10 D.F. #2 TIMBER "BRANCHES" RE: RCP FOR VERT. ANGLE (POST TO TOP CHORD OF TIMBER) & HORIZ. ANGLE (WALL TO INSIDE FACE OF TIMBER) 12" DIA. 1/2 LOG "TRUNK" POST ATTACH TO WALL w/ HIDDEN FASTENERS (SEE FASTENERS NOTE) MIN. 2" DEEP POCKET INTO POST ATTACHE BEAM TO LOG w/ HIDDEN FASTENERS CHAMFER TOP OF POST TO TIMBER BLOCKING AT ROOF LINE, TYP. TIMBER ENDS "BURIED" IN CEILINGS AND EXPOSED BEAMS/RAFTERS CUT TO ANGLE, HIDDEN FASTENERS TYPICAL FASTENERS: LOG/TIMBER MEMBERS ATTACH TO STRUCTURE w/ MIN. (2) 1/4" RSS-GRK OR EQ. SCREW AT EA. END, MIN. 2" EMBED TO STRUCT. HIDE FASTENERS OR COUNTERSINK AND PLUG HOLES, TYP. 1 1 1/2"= 1'-0" Railing & Rim2 1" = 1'-0" Demonstration Window3 1 1/2"= 1'-0" Mech. Parapet Wall 4 1 1/2"= 1'-0" Cafe Counter 5 1" = 1'-0" Wine Shelf6 1" = 1'-0" Bar Bump-Out 7 1" = 1'-0" Wall/Column Detail 8 1 1/2"= 1'-0" Scupper 9 3/4" = 1'-0" Metal Siding 10 1" = 1'-0" Timber Trees DESIGN LOADS CODE: 2015 IBC W/TOWN OF ESTES PARK LOCAL AMENDMENTS RISK CATEGORY: II ELEVATION: 7670 FEET ROOFS: ROOF DEAD LOAD: 15 PSF GROUND SNOW LOAD Pg: 60 PSF @ 7000 FT, 70 PSF @ 8000 FT INTERPOLATED GROUND SNOW LOAD Pg: 68 PSF SLOPED ROOF SNOW LOAD: 52 PSF FLOORS: PRIVATE ROOMS/CORRIDORS LIVE LOAD: 40 PSF PUBLIC ROOMS/CORRIDORS LIVE LOAD: 100 PSF FLOOR DEAD LOAD: 10 PSF STORAGE LIVE LOAD: 125 PSF PRIVATE DECK AREAS LIVE LOAD: 68 PSF PRIVATE DECK AREAS DEAD LOAD: 10 PSF WIND: ULTIMATE WIND SPEED: 175 MPH, EXP. C SEISMIC: DESIGN CATEGORY B EARTHQUAKE IMPORTANCE FACTOR Ie = 1 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss=25.6%g MAPPED SPECTRAL RESPONSE ACCELERATION, S1=6.5%g DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs=0.222 DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1=0.065 SOIL SITE CLASS=C BASIC STRUCTURAL SYSTEM: STRUCTURAL STEEL AND WOOD SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE AND BEARING WALL SYSTEM STRUCTURAL SEISMIC LATERAL SYSTEM: WOOD SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE AND REINFORCED CONCRETE SHEARWALLS RESPONSE MODIFICATION FACTOR, R= 3 SEISMIC RESPONSE COEFFICIENT, Cs= 0.097 ANALYSIS PROCEDURE-SIMPLIFIED METHOD ASSUMED SOIL BEARING CAPACITY: 2,500 PSF ENGINEER TO VERIFY SOIL CONDITIONS GENERAL NOTES 1. REFERENCES TO "ENGINEER" ON THE DRAWINGS REFERS TO THE STRUCTURAL ENGINEER OF RECORD. 2. LOCATE ALL UNDERGROUND UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES THAT CONFLICT OR INTERFERE WITH WORK. 3. DO NOT SCALE DRAWINGS. CONTACT DESIGNER FOR CLARIFICATION OF DIMENSIONING AND ANNOTATE ON THE RECORD DRAWINGS ANY MISSING DIMENSIONS. 4. DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A COMPLETE UNIT. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S METHODS AND SEQUENCING OF CONSTRUCTION. 7. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND STEM WALLS. 8. STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINE INTERSECTIONS UNLESS DIMENSIONED OTHERWISE. 9. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES OR OTHER ENTITIES DRAWINGS, CONTACT ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR PRICING/BIDDING. 10. CONTRACTORS ERECTION/CONSTRUCTION SEQUENCES SHALL CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING CONSTRUCTION. 11. ALL STRUCTURAL SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC FORMAT TO THE ENGINEER FOR APPROVAL. 12. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL ELIMINATE THE REQUIREMENT FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION ENGINEERING. STRUCTURE HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. CONSTRUCTION ENGINEERING INCLUDES, BUT IS NOT LIMITED TO LAYOUT, DESIGN OF FORMWORK AND SHORING, DESIGN OF CONCRETE MIXES, ERECTION PROCEDURES, WELDING PROCEDURES, DESIGN OF TEMPORARY BRACING, SURVEYING TO VERIFY TOLERANCES, EVALUATION OF TEMPORARY LOADS DUE TO EQUIPMENT AND MATERIALS, ENGINEERING TO RESIST LOADS NOT LISTED ON THE DRAWINGS, DESIGN OF SPLICES TO PERMIT TRANSPORT OF MATERIALS AND SUBMISSION OF CALCULATIONS DEMONSTRATING ADEQUACY OF THE ABOVE. 14. THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED AS STAND-ALONE DOCUMENTS AND SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND DRAWINGS FROM OTHER DISCIPLINES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DRAWINGS INTO SHOP DRAWINGS AND WORK. 15. COORDINATE DIMENSIONING OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC. WITH ARCHITECTURAL DRAWINGS AND DRAWINGS FROM OTHER DISCIPLINES PRIOR TO BEGINNING CONSTRUCTION AND SHOP DRAWING SUBMITTALS. DEFERRED SUBMITTALS 1. THE FOLLOWING PORTIONS OF STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE ITEMS WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL AND THE CHIEF BUILDING OFFICIAL IN THE JURISDICTION HAVING AUTHORITY BY THE CONTRACTOR: x PRE-FABRICATED STAIR ELEMENTS x METAL OR WOODEN RAILINGS x LIFT STRUCTURAL DETAILS 2. CONNECTION OF DEFERRED SUBMITTAL ITEMS TO THE PRIMARY STRUCTURE SHALL BE THE RESPONSIBILITY OF THE DEFERRED SUBMITTAL SUPPLIER. CONNECTIONS SHOULD BE DESIGNED TO AVOID LOADING WHICH EXCEEDS THE CAPACITY OF THE MEMBER BEING ATTACHED TO. 3. ALL CONNECTIONS TO THE PRIMARY STRUCTURE OF THE DEFERRED SUBMITTAL ITEMS TO BE MADE WITH PINNED CONNECTIONS. MOMENT CONNECTION SHALL NOT BE PERMITTED UNLESS SPECIFICALLY DESIGN AND LABELED ON THE PLANS BY THE ENGINEER. 4. CONCRETE WALLS SHALL BE CONSIDERED AS CRACKED FOR THE PURPOSE OF DESIGNING ANCHORS FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS. 5. SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMITTAL ITEMS AT THE TIME OF SUBMISSION OF SHOP DRAWINGS. WOOD FRAMING AND SHEATHING NOTES 1. IN-GRADE BASE VALUES HAVE BEEN USED FOR THIS DESIGN. 2. 2x FRAMING SHALL BE HEM-FIR #2 AND BETTER UNLESS OTHERWISE NOTED. 3. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT. 4. SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH #1 OR BETTER UNLESS OTHERWISE NOTED. 5. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 6. PRESERVATIVE TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4. 7. LVL FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE (GP LAM BY GEORGIA PACIFIC OR MICROLAM BY TRUS-JOIST OR EQUIVALENT) MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STRESS) = 2600 PSI FV (HORIZ. SHEAR STRESS) = 285 PSI E (MODULUS OF ELASTICITY) = 1,900,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI 8. I-JOISTS SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS AND MEET THE PROVISIONS OF ASTM D5055. 9. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER JAMB STUDS OF OPENINGS. 10. COLUMNS MUST HAVE A CONTINUOUS LOAD PATH TO THE FOUNDATION. 11. UNLESS OTHERWISE INDICATED, INSTALL TWO LENGTHS OF SOLID BLOCKING x JOIST DEPTH x 12 INCHES LONG IN THE FLOOR FRAMING UNDER COLUMN LOADS. 12. ALL BEAMS AND TRUSSES SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING. 13. UNLESS NOTED ON THE DRAWINGS, LOWER CHORD OF GABLE END TRUSSES SHALL BE ANCHORED TO WALL PLATE WITH FRAMING ANCHORS AT 4' SPACING AND LATERALLY BRACED TO ROOF FRAMING AT 8' SPACING. 14. MINIMUM NAILING SHALL BE AS SPECIFIED IN IBC TABLE 2304.9.1 "FASTENING SCHEDULE". 15. METAL FRAMING ANCHORS SHOWN OR REQUIRED SHALL BE SIMPSON STRONG TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO ACHEIVE THE RATED CAPACITY. HEAVY-DUTY AND SKEWED HANGERS MAY REQUIRE SPECIAL ORDER AND NOT STOCKED LOCALLY. 16. ALL RAFTERS, JOISTS, TRUSSES AND BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING ANCHORS. 17. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER OF THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION. 18. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. 19. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. 20. ROOF, FLOOR AND WALL SHEATHING: APA RATED OR ADVANTECH VIP+ SHEATHING, THICKNESS AS INDICATED, SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABILITY 1, THREE SPAN MINIMUM. 21. SUB-FLOOR GLUE: APA AFG-01, WATERPROOF OF WATER SOLVENT BASE, AIR CURE TYPE, CARTRIDGE DISPENSED. 22. MINIMUM FLOOR SHEATHING - 23/32" APA STURD-I-FLOOR RATED 24" O.C. TONGUE AND GROOVE, GLUED AND NAILED. 23. MINIMUM ROOF SHEATHING - 5/8" OSB OR CDX PLYWOOD, APA 40/20, NAILED. 24. MINIMUM EXTERIOR WALL SHEATHING - 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AS NOTED AND NAILED. 25. MINIMUM INTERIOR WALL SHEATHING - 1/2" GYPSUM BOARD, ASTM C 1396/C 1396M 26. WALL SHEATHING TO BE NAILED WITH 8d COMMON NAILS OR 10d BOX NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING EXCEPT AS NOTED. NAIL ALL PLATES USING THE EDGE NAILING NOTED. 27. SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS NOTED ON ARCHITECTURAL DRAWINGS. 28. SHEATHING SHALL BE CONTINUOUS FROM TOP PLATE TO BOTTOM PLATE. CUT IN "L" AND "T" SHAPES AROUND OPENINGS. 29. LAP SHEATHING OVER RIM JOISTS A MINIMUM OF 4" AT ALL FLOORS TO TIE UPPER AND LOWER WALL STUDS TOGETHER. INSTALL METAL STRAPS AS INDICATED ON THE BRACED WALL DRAWINGS. 30. MINIMUM HEIGHT OF SHEATHING PANELS TO BE 16" TO ENSURE THAT PLATES ARE TIED TO STUDS. 31. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 32. SECURE ROOF SHEATHING WITH LONGER EDGE PERPENDICULAR TO FRAMING MEMBERS AND WITH ENDS STAGGERED AND SHEET ENDS OVER BEARING. 33. WHERE TONGUE AND GROOVE PLYWOOD IS USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. 34. SECURE SUB-FLOOR SHEATHING WITH LONGER EDGE PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB-FLOOR GLUE AND DRYWALL SCREWS. 35. RIM BOARD SHALL BE 1 ¼" LSL ATTACHED TO I-JOISTS WITH 10D NAILS - ONE INTO EACH FLANGE. RIM BOARD SHALL BE TOE NAILED TO PLATE WITH 10D NAILS AT 6 INCHES ON CENTER. I JOISTS SHALL BE ATTACHED TO PLATE WITH 8D NAILS DRIVEN AT AN ANGLE INTO BOTTOM FLANGE - ONE ON EACH SIDE OF WEB AT LEAST 1 ½ INCHES FROM END. 36. FLOOR SHEATHING SHALL BE ATTACHED TO JOISTS WITH 8D NAILS AT 6 INCHES ON CENTER EDGES AND 12 INCHES ON CENTER FIELD. TOE PLATE OF WALL FRAMING TO BE ATTACHED TO RIM BOARD WITH 16D NAILS AT 4-INCHES ON CENTER. EXTERIOR STUDS TO BE 2X6 AND TO BE END NAILED TO SILL AND TOP PLATE WITH A MINIMUM OF (2) 16D NAILS. ALL DOUBLE TOP PLATE SPLICES IN EXTERIOR WALLS TO LAP 6 FEET WITH 18 10D NAILS EACH SIDE OF SPLICE. FLOOR SHEATHING TO BE 3 4" OSB TONGUE AND GROOVE. 37. FOR WINDOW AND DOOR HEADERS, THE NUMBERS OF FULL HEIGHT STUDS, JACK STUDS (TRIMMERS) AND HEADER UPLIFT ATTACHMENTS SHALL BE PER THE TABLE ON SHEET S9. HEADER SIZES SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS. 38. SOLID BLOCKING TO BE PROVIDED AT ALL BEARING POINTS OF STRUCTURAL MEMBERS. 39. UPLIFT CONNECTIONS FOR ROOF TRUSSES TO BE PROVIDED BY THE TRUSS MANUFACTURER. 40. SPECIAL NAILING REQUIREMENTS: a. ROOF SHEATHING -ALL NAILS TO BE 8d COMMON OR 10d BOX. -SHEATHING TO BE NAILED WITHIN 4 FEET OF THE PERIMETER AND RIDGE OF THE ROOF 3" O.C. EDGE AND FIELD. -ALL OTHER PANELS NAILED 6" O.C. EDGE, 12" O.C. FIELD. b. INTERIOR GYPSUM WALL BOARD -GYPSUM BOARD TO BE MIN 1/2" THICK. -MAXIMUM STUD SPACING 16" O.C. UNLESS NOTED OTHERWISE. -PANELS TO BE FASTENED 7" O.C. EDGE AND 10" O.C. FIELD. -FASTENERS TO BE 1 1/4" NO. 6 TYPE S OR W DRYWALL SCREWS, 5d COOLER NAILS. -FASTENERS TO BE SPACED NO LESS THAN 3/8" FROM EDGES AND ENDS OF GYPSUM BOARDS. -FOUR FOOT WIDE PIECES OF SHEATHING SHALL BE APPLIED PARALLEL OR PERPENDICULAR TO STUDS. -TWO FOOT WIDE PIECES SHALL BE APPLIED PERPENDICULAR TO STUDS. -STAGGER END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SUCH THAT THEY DONT OCCUR OVER SAME STUD. c. CONTINUOUS EXTERIOR WOOD STRUCTURAL PANEL -PANELS UP TO 1/2" SHALL BE NAILED W/8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD UNLESS NOTED OTHERWISE. -PANELS OVER 1/2" THICK SHALL BE NAILED W/8d NAILS 6" O.C. EDGE, 12" O.C. FIELD. UNLESS NOTED OTHERWISE. -BLOCKING OF PANEL EDGES SHALL BE INSTALLED AS NOTED ON THE BRACED WALL DRAWINGS. STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (AISC 360) AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303) BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 2. STRUCTURAL STEEL WIDE FLANGE BEAMS AND WTs SHALL CONFORM TO ASTM A992, 50 KSI YIELD. 3. ROLLED STEEL FLOOR PLATES SHALL CONFORM TO ASTM A786-05, COMMERCIAL GRADE. 4. OTHER ROLLED SHAPES, INCLUDING PLATES, CHANNELS, WTs AND ANGLES SHALL CONFORM TO ASTM A36, 36 KSI YIELD. 5. HOLLOW STRUCTURAL STEEL SECTIONS (HSS) RECTANGULAR SHAPES SHALL CONFORM TO ASTM A500, GRADE B, 46 KSI YIELD. 6. HSS ROUND SHAPES SHALL CONFORM TO ASTM A500, GRADE B, 42 KSI YEILD. 7. PIPE SHAPES SHALL CONFORM TO ASTM A53-12, GRADE B, 35 KSI YIELD. 8. EXCEPT AS NOTED, FRAMED BEAM CONNECTIONS SHALL BE BEARING-TYPE WITH 3/4" DIAMETER, SNUG TIGHT, ASTM A325-04 BOLTS, DETAILED IN CONFORMANCE WITH THE STRUCTURAL DRAWINGS AND THE "STEEL CONSTRUCTION MANUAL" BY THE AISC, 13TH EDITION. INSTALL BOLTS IN ACCORDANCE WITH AISC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," 2010. 9. ALL BEAMS SHALL HAVE FULL DEPTH WEB STIFFENERS EACH SIDE OF WEBS ABOVE AND BELOW COLUMNS. 10. ANCHOR RODS SHALL CONFORM TO ASTM F1554-99, GRADE (36, 55, AND/OR 105) AS NOTED ON THE STRUCTURAL DRAWINGS WITH WELDABILITY SUPPLEMENT S1. 11. WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH THE AISC DOCUMENTS LISTED ABOVE, THE AMERICAN WELDING SOCIETY (AWS) D1.1: 2010 STRUCTURAL WELDING CODE, AND THE RECOMMENDATIONS FOR USE OF WELD E70 ELECTRODES. WHERE NOT SPECIFICALLY NOTED, MINIMUM WELD SHALL BE 3/16" FILLET BY LENGTH OF CONTACT EDGE. 12. ALL POST-INSTALLED ANCHORS SHALL HAVE CURRENT INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 15. EXPANSION ANCHORS SHALL BE APPROVED "WEDGE" TYPE UNLESS SPECIFICALLY NOTED TO BE "SLEEVE" TYPE AS NOTED ON THE STRUCTURAL DRAWINGS. 16. POST INSTALLED BOLTS AND REBAR SHALL USE AN APPROVED EPOXY OR SIMILAR ADHESIVE TYPE AS APPROPRIATE FOR INSTALLATION IN SOLID AND NON-SOLID BASE MATERIALS. 17. GROUT BENEATH COLUMN BASE AND BEAM BEARING PLATES SHALL HAVE A MINIMUM 28-DAY, COMPRESSIVE STRENGTH OF 7,500 PSI AND SHALL BE NON-SHRINK, NON-METALLIC, AND TESTED IN ACCORDANCE WITH ASTM C1107-13. 18. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. 19. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16”h FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 20. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 21. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 22. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © STRUCTURAL NOTES CD S1 FOUNDATION NOTES 1. EXCAVATE SOIL TO ACCOMMODATE NEW FOOTINGS TO DEPTHS AS SHOWN ON THE DRAWINGS. HAND TRIM ALL EXCAVATIONS AS REQUIRED AND REMOVE LOOSE/SOFT MATERIALS. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF. 3. PROTECT THE SITE AND ALL CONSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING OR FROST ACTION. 4. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 9" OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. 5. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 6. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE SIDE. 7. IMPORTED GRANULAR BACKFILL TO MEET THE FOLLOWING CRITERIA: SIEVE DESIGNATION % BY WEIGHT PASSING SIEVES 3 INCH 100 NO. 4 45-75 NO. 100 0-12 NO. 200 0-6 8. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. REINFORCED CONCRETE NOTES 1. ALL WORK SHALL COMPLY WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS. 2. DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND ACI PUBLICATION SP-66 (2004): "ACI DETAILING MANUAL". 3. REINFORCING MATERIALS: TYP REINFORCING - ASTM A615, Fy=60 KSI, Fu=90 KSI WELDED AND FIELD BENT REINF - ASTM A706, Fy=60 SKI, Fu=90 KSI WELDED WIRE REINFORCING, SMOOTH - ASTM A1064, Fy=65 KSI, Fu=75 KSI WELDED WIRE REINFORCING, DEFORMED - ASTM A1064, Fy=70 KSI, Fu=80 KSI EPOXY COATED REINFORCING - ASTM A775 OR ASTM A934 3. REINFORCING FABRICATION: a. NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON THE DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAILS ARE NOT PROVIDED. WHERE PERMITTED, MAKE SPLICES WITH CONTACT LAPS OR MECHANICAL CONNECTORS. b. PROVIDE ADDITIONAL BARS/STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. c. MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP. d. NO WELDING OF REINFORCING IS PERMITTED UNLESS NOTED ON THE DRAWINGS. 4. CONCRETE MIX REQUIREMENTS: a. MIX TYPE 1- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH, f'c=3000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" b. MIX TYPE 2- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH. f'c=4500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.45 -MAXIMUM AGGREGATE SIZE = 34" -TOTAL AIR CONTENT 5% c. MIX TYPE 3- ALL CONCRETE EXPOSED TO WEATHER OR DEICER, BEAMS, SLABS AND WALLS -28 DAY COMPRESSIVE STRENGTH, f'c=5000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.4 -MAXIMUM AGGREGATE SIZE = 34" -TOTAL AIR CONTENT 6% d. MIX TYPE 4- INTERIOR TOPPING SLABS AND SLABS ON DECK -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.5 -MAXIMUM AGGREGATE SIZE = 34" -ADDITION OF ENTRAINED AIR NOT PERMITTED e. MIX TYPE 5- INTERIOR SLAB ON GRADE -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" -ADDITION OF ENTRAINED AIR NOT PERMITTED 3. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO PROVIDE THE MINIMUM COMPRESSIVE STRENGTH REQUIRED AND PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO. 4. USE PORTLAND TYPE I/II CEMENT UNLESS OTHERWISE NOTED. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD. 5. AGGREGATE TO BE PER ASTM C33. 34" AGGREGATE TO MEET SIZE #67 AGGREGATE, 1" AGGREGATE TO MEET SIZE #57 AGGREGATE. 6. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. 7. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 8. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS. 9. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. 10. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF CONCRETE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 12. UNLESS OTHERWISE NOTED, CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. 13. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. 14. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3". b. FOUNDATION WALLS AND EXTERIOR WALLS: 2". c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". d. ALL FACES OF PIERS: 1-1/2". 15. FOOTINGS a. SIZE AND DEPTH AS INDICATED ON THE DRAWINGS. b. MINIMUM FROST PROTECTION DEPTH TO BE 30". 16. WALLS a. WALL THICKNESS TO BE 8" OR AS NOTED ON THE DRAWINGS. b. VERTICAL STEEL TO HOOK INTO FOOTING AS NOTED ON THE DRAWINGS. c. VERTICAL STEEL TO EXTEND ABOVE FOOTING MINIMUM OF 24", UNLESS NOTED OTHERWISE, FOR SPLICE ABOVE. d. 12" ANCHOR BOLTS FOR SILL PLATES SHALL BE IMBEDDED 12" MINIMUM AND SHALL BE PLACED A MINIMUM OF 32" O.C. AND WITHIN 12" OF EACH END OF ALL SILL PLATES. d. ANCHOR BOLTS TO HAVE MINIMUM 316"x2"x2" WASHER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONING, FOUNDATION ELEVATIONS AND EXTERIOR GRADES PRIOR TO FORMING AND POURING CONCRETE FOOTINGS. CONTACT ENGINEER WITH ANY KNOWN DISCREPANCIES. 18. ALL FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS OR APPROVED, COMPACTED STRUCTURAL FILL. COMPACTION TESTING TO VERIFY COMPACTION OF STRUCTURAL FILLS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ENGINEER TO PERFORM OPEN HOLE INSPECTION TO VERIFY ASSUMED SOIL BEARING CAPACITY PRIOR TO FORMING CONCRETE. 19. CONTRACTOR MAY ALTER FOUNDATION FOOTING ELEVATIONS AND WALL HEIGHTS BASED UPON FIELD CONDITIONS. CONTACT DESIGN ENGINEER FOR APPROVAL IF WALL HEIGHTS INCREASE ABOVE WHAT IS SHOWN HEREON. 20. FOUNDATION DESIGN ASSUMES NO HYDROSTATIC PRESSURE ON CONCRETE WALLS. CONTRACTOR TO INSTALL FOUNDATION FOOTING DRAIN AT BOTTOM OF FOOTING ELEVATION WITH A MINIMUM OF 4" PERFORATED DRAIN PIPE BACKFILLED IN A 24" BED OF 1.5" WASHED ROCK. CONCRETE WALLS TO BE BACKFILLED WITH FREE DRAINING GRANULAR SOILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION ELEMENTS FOR ALL SURFACE FLOWS. SPECIAL INSPECTIONS Bi r d & J i m Bi r d ' s N e s t 12 2 1 H i g h D r i v e Es t e s P a r k , C O 8 0 5 1 7 7/19/21 CD - Δ1 7/14/21 Δ1 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 100'-0" 12'-8" 6" 1 2 3 4 1 2 3 4 ABCDEFGH ABCDEFGH 14'-3"14'-3"13'-10"14'-6"17'1'-6" 10'-4" 8'-7" 1" 12'-1" 12'-8"14'-3"14'-3"13'-10"14'-6"17'1'-6" 6" 13'-4" 13'-4" 6" 10'-4" 8'-7" 12'-1" 6" 5'-31 2" 3'-2" 13 4" 1'-10" 2'-11 4" 1'-13 4"7'-91 4"4'-11"5'-91 2" 1'-3"19'-71 2" 23 4" 22'-91 2" 4" THICK SLAB ON GRADE REINFORCE W/6x6 W1.4xW1.4 WWF, CENTER IN SLAB 23 4" T.O.F. = 100'-0" HD1 T.O.W. = 100'-0" T.O.F. = 98'-0" T.O.F. = 100'-0" T.O.F. = 100'-0" T. O . F . = 1 0 0 ' - 0 " HD1HD1 HD1 HD1 1'-111 2" 6'-91 4"LIFT SUMP PIT PER MANUFACTURER REQUIREMENTS 6" MIN 30" MIN 8" WALL 20" 10" #5 VERT @ 18" W/6" HOOK (3) #4 CONT. #4 @ 12" HORIZ. FOUNDATION DRAIN AND BEDDING REINFORCED SLAB WALL FRAMING PER PLAN ANCHOR BOLT & BASE PLATE PER BASE PLATE SCHEDULE HSS COLUMN PER PLAN 112" GROUT PAD T.O.F. VERT REINFORCING HORIZ TIES DOWELS TO MATCH VERT REINF. EMBED LENGTH PROJ. LENGTH CONC. PIER PER PLAN DOUBLE NUT/WASHER OR HEADED ANCHOR ROD HD1 HD1 1'-6" 2 1 2", TYP 1'-6" 2 12", TYP 13" 411 32" 6 12"6 1 2" F1550 THREADED ROD AND WASHER PER ANCHOR BOLT SCHEDULE T.O.P. = 99'-1" P1-BP1 T.O.P. = 99'-1" P1-BP1 T.O.P. = 99'-1" P1-BP1 T.O.P. = 99'-1" P1-BP1 F20 F20 F20 F2 0 F2 0 F2 0 F20 F16 F16 F16 F16 F1 6 F1 6 T. O . F . = 1 0 0 ' - 0 " 6" 6" MIN RE: CIVIL REINFORCED SLAB (2) #4 BARS CONT. TOP AND BOTTOM T.O.W. = 100'-0" T.O.F. = 98'-0" T.O.W. = 100'-0" T.O.F. = 98'-0" T.O.W. = 100'-0" T.O.F. = 98'-0" T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 8 ' - 0 " T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 0 " T.O.W. 4" (MIN) T.O.W. = 100'-0" T.O.F. = 97'-0" T.O.P. = 99'-1" P1-BP1 T.O.P. = 99'-1" P1-BP1 F. S . F. S . FOUNDATION NOTATIONS: T.O.W. = TOP OF WALL ELEVATION T.O.S. = TOP OF SLAB ELEVATION T.O.F. = TOP OF FOOTING ELEVATION T.O.S. = TOP OF PILASTER ELEVATION T.O.P. RECESS SLAB FOR WALK-IN COOLERS PER MANUFACTURER REQUIREMENTS 411 32" 411 32" 0'4'8'2'16' FOUNDATION PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © FOUNDATION PLAN Bi r d & J i m Bi r d ' s N e s t 12 2 1 H i g h D r i v e Es t e s P a r k , C O 8 0 5 1 7 S2 7/19/21 SCALE: NTS BP1 BASEPLATE DETAIL SCALE: NTS STANDARD FROST WALL DETAIL SCALE: NTS PILASTER DETAIL SCALE: NTS SOUTH PORCH EDGE DETAIL CD - Δ1 7/14/21 Δ1 Δ1 Δ1 1 2 3 4 1 2 3 4 ABCDEFGH ABCDEFGH FLOOR FRAMING NOTES: 1. SOLID BLOCKING FOR ALL REPETITIVE FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 2. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 3. GENERAL NAILING AND FRAMING REQUIREMENTS FOR FLOOR FRAMING TO BE PER THE GENERAL NOTES ON SHEET S1. 4. ALL HEADERS TO BE (2) 2x10 UNLESS NOTED OTHERWISE. 4. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONING OF FLOOR FRAMING. 16 " R F P I 9 0 @ 1 6 " O . C . 1178" RFPI40 @ 16" O.C. (3 ) 1 34"x 1 1 78" L V L F L U S H B E A M 2x8 @ 16" O.C. 2x12 STAIR STRINGERS, TYP (2) 134"x1178 " LVL HEADER 6x 1 2 D F # 1 T I M B E R P U R L I N S 2x6 @ 16" O.C. 134"x512" LVL @ 16" O.C. CANTILEVER SPAN > 36" 2x6 @ 16" O.C. 134" WIDTH LVL STAIR STRINGERS, TYP 134"x 1 6 " F L U S H L V L B E A M (2) 134"x9 12" LVL HEADER (2) 134"x1178" LVL HEADER (2) 134"x9 12" LVL HEADER (2 ) 1 34"x 9 12" L V L HE A D E R (2) 134"x9 12" LVL HEADER (2 ) 1 34"x 9 12" L V L HE A D E R (2 ) 1 34"x 9 12" L V L HE A D E R (2 ) 1 34"x 9 12" L V L HE A D E R (2) 134"x1178" LVL HEADER (2) 134"x9 12" LVL HEADER (2) 134"x9 12" LVL HEADER (2 ) 1 34"x 9 12" L V L HE A D E R (3 ) 1 34"x 1 6 " L V L F L U S H B E A M (3 ) 1 34"x 1 6 " L V L F L U S H B E A M (3 ) 1 34"x 1 6 " L V L F L U S H B E A M (3 ) 1 34"x 1 6 " L V L F L U S H B E A M 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © SECOND FLOOR FRAMING PLAN 2ND FLOOR FRAMING PLAN 0'4'8'2' SCALE: 1/4" = 1'16' S3 Bi r d & J i m Bi r d ' s N e s t 12 2 1 H i g h D r i v e Es t e s P a r k , C O 8 0 5 1 7 7/19/21 CD - Δ1 7/14/21 Δ1 1 2 3 4 1 2 3 4 ABCDEFGH ABCDEFGH (2 ) 4 x 1 2 T I M B E R R A F T E R S W/ S T E E L T I E R O D @ 5 7 " O . C . (2 ) 4 x 1 2 T I M B E R R A F T E R S W/ S T E E L T I E R O D @ 5 7 " O . C . 11 78" RFPI40 @ 24" O.C. 11 78" RFPI70 @ 24" O.C. (2) 134"x512" LVL OUTLOOKERS @ 16" O.C. 2x 6 @ 2 4 " O . C . (2) 1 34"x11 78" LVL HEADER (2) 1 34"x11 78" LVL HEADER (2) 1 34"x11 78" LVL HEADER 2x10 LEDGER W/(2) ROWS OF 38"x3 58" LEDGER LOKS- 16" O.C. STAGGERED 2x 1 2 L E D G E R W / ( 3 ) R O W S O F 38"x 3 58" LE D G E R L O K S - 1 6 " O . C . 2x 1 2 @ 1 6 " O . C . OV E R F R A M E P L A T F O R M TIMBER RAFTERS PER PLAN FINISH RE: ARCH (2) LAYERS OF 34" PLYWOOD INSULATION/ROOFING RE: ARCH 34"Ⱦ A36 ROUND BAR #2 12 CLEVIS W/ 34"ȾPIN 12" A36 STEEL PLATE TIMBER RAFTERS PER PLAN 2x 1 2 L E D G E R W / ( 3 ) R O W S O F 38"x 3 58" LE D G E R L O K S - 1 6 " O . C . 23 TOTAL HEIGHT WALL PLATE TO RIDGE ROOF FRAMING NOTES: 1. UPLIFT CONNECTIONS FOR A SOLID SAWN/-JOIST RAFTERS TO BE MADE WITH AN H2.5A HURRICANE CLIP @ EACH RAFTER TO PLATE CONNECTION. STRAP ALL TIMBER RAFTERS OVER RIDGE WITH SIMPSON LSTA36 STRAP. 2. SOLID BLOCKING FOR ALL REPETITIVE ROOF FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 3. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 4. GENERAL NAILING AND FRAMING REQUIREMENTS FOR ROOF FRAMING TO BE PER GENERAL NOTES ON SHEET S1. 5. ALL HEADERS TO BE (2) 2X8 UNLESS NOTED OTHERWISE. 6. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND SLOPES FOR ROOF FRAMING. 7. SHEATHING REQUIREMENTS (THICKNESS AND NAILING PATTERNS) TO BE PER GENERAL NOTES ON SHEET S1, U.N.O. 8. ALL WOOD STRUCTURAL MEMBERS TO BE HEM-FIR #2 OR BETTER UNLESS OTHERWISE NOTED. 9. EXTERIOR LUMBER TO BE EXTERIOR GRADE (PRESSURE TREATED) OR PROTECTED FROM ELEMENTS PER 2015 IBC REQUIREMENTS. 10. ALL OUT-LOOKERS TO BE FRAMED WITH 2x6 MEMBERS AND CONNECTED WITH SIMPSON H2.5 CLIPS @ EXTERIOR BEARING POINTS, U.N.O. HANGER SCHEDULE H1- SIMPSON LSSUI35 H2- SIMPSON IUS2.56/11.88 H3- SIMPSON LSU26 H4- SIMPSON HHUS46 1'-1" 8"3" TYP 2" 11" 2 12" 5" 5" 12" R2" 11" 58" A325 BOLTS 2 12 CLEVIS W/34"Ⱦ PIN 12" A36 STEEL PLATE 11" 11" 3" TYP 212" TYP 5" 6" 58" A325 BOLTS 12" A36 STEEL PLATE TIMBER RAFTERS PER PLAN H1 H2 H3 H4 2 12" 6" 3" 2" 2" 2" RE: PLAN 1/A2.1 58" A325 BOLTS 1 14" 14 14 STEEL FRAME OR STUD PACK BEYOND HSS 212x212x14 @ PERIMETER 112x112x 316 IN FILL TUBE STEEL 14 STEEL PLATE (2 ) 1 3 4"x 5 1 2" L V L S T R U C T U R A L F A S C I A ( 2 ) 1 34 " x 5 12 " L V L S T R U C T U R A L F A S C I A 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com ROOF FRAMING PLAN 0'4'8'2' SCALE: 1/4" = 1'16' BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © ROOF FRAMING PLAN Bi r d & J i m Bi r d ' s N e s t 12 2 1 H i g h D r i v e Es t e s P a r k , C O 8 0 5 1 7 S4 STEEL ROD/RAFTER TIE DETAILTYPICAL ROOF SECTIONSTEEL TIE PLATE DETAILRIDGE TIE PLATE DETAIL 7/19/21 AWNING DETAIL CD - Δ1 7/14/21 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 12" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 12" GYPSUM BOARD, UNBLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS, 6" O.C. EDGE, 12" O.C. FIELD TYPE 2 (SHEAR WALL)- INTERIOR SHEAR/BEARING WALL- 2X6 @ 16" O.C. SHEATHING (BOTH SIDES): 12" GYPSUM BOARD, UN-BLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS 6" O.C. EDGE, 8" O.C. FIELD NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. 1 2 3 4 1 2 3 4 ABCDEFGH ABCDEFGH SEE FRAME DETAILS SEE FRAME DETAILS SEE FRAME DETAILS 0'4'8'2'16' MAIN FLOOR BRACED WALL PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © MAIN FLOOR BRACED WALL PLAN S5 Bi r d & J i m Bi r d ' s N e s t 12 2 1 H i g h D r i v e Es t e s P a r k , C O 8 0 5 1 7 7/19/21 CD - Δ1 7/14/21 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 12" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 12" GYPSUM BOARD, UNBLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS, 6" O.C. EDGE, 12" O.C. FIELD TYPE 2 (SHEAR WALL)- INTERIOR SHEAR WALL- 2X6 @ 16" O.C. SHEATHING (BOTH SIDES): 12" GYPSUM BOARD, UN-BLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS 6" O.C. EDGE, 8" O.C. FIELD SIMPSON MSTC78 STRAP TIE - (64) 16d SINKERS NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. S1 1 2 3 4 1 2 3 4 ABCDEFGH ABCDEFGH SEE FRAME DETAILS SEE FRAME DETAILS SEE FRAME DETAILS S1S1 S1 S1 S1 S1 S1 S1 S1 0'4'8'2'16' SECOND FLOOR BRACED WALL PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © SECOND FLOOR BRACED WALL PLAN S6 Bi r d & J i m Bi r d ' s N e s t 12 2 1 H i g h D r i v e Es t e s P a r k , C O 8 0 5 1 7 7/19/21 CD - Δ1 7/14/21 316 TYP ALL STRUCTURAL FRAME DETAILS 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © FRAME DETAILS SCALE: NTS SOUTHERN WALL MOMENT FRAME 7/19/21 S7 Bi r d & J i m Bi r d ' s N e s t 12 2 1 H i g h D r i v e Es t e s P a r k , C O 8 0 5 1 7 SCALE: NTS EAST/WEST WALL MOMENT FRAME CD - Δ1 7/14/21 Δ1 General HVAC Specifications: Definitions Contractor shall mean the Mechanical Contractor. AHJ shall mean Authority(s) Having Jurisdiction over the project. Contract Documents shall mean these drawings and specifications along with any directive or changes issued to said documents. General The general conditions of the architectural general specifications shall apply to this section. Scope The contractor shall furnish all materials, labor, equipment and services to provide, install and commission the mechanical systems presented in the construction documents in a complete, operable, and AHJ approved manner that complies with the construction documents. The mechanical systems shall include the following as well as any other systems depicted or listed in the contract documents. 1. Heating, ventilation, air conditioning systems 2. Operating and temperature control systems 3. Condensate piping Site Inspections / Verification Contractor shall thoroughly inspect the job site to determine existing conditions and conflicts between the construction documents and plans prior to biding. Utility connection points shown on the plans are approximate and shall be field verified by the contractor. Contractor shall promptly report any conflicts to the mechanical engineer before proceeding with their bid or work. Contractor shall be responsible for any costs or delays arising from contractor's failure to thoroughly verify and report site conditions, conflicts or utility locations. Plan Inspection / Verification Contractor shall thoroughly inspect the plans, for all trades, to determine if any conflicts exist. All conflicts are to be reported to the Architect / Engineering promptly. Drawings and Intent These drawings are diagrammatic in nature, and may not show all necessary valves, fittings, supports, dampers, insulation, offsets, etc. The contractor shall furnish complete and operable systems that meet the design intent and are in compliance with the construction documents. The contractor shall provide and install all necessary valves, fittings, supports, dampers, insulation, offsets, etc. as though they were explicitly called out in the construction documents. The contractor shall include these necessary items in their bid / contract and shall not charge any additional fees, beyond the bid / contract amount, for these items. These drawings are diagrammatic in nature and shall not be scaled for exact measurements. Contractor shall refer to the architectural drawings for locations and measurements not given on these drawings. Coordination Contractor shall be responsible for coordinating their work with all other trades. Contractor shall maintain their installation pace and timeframes in accordance with the General Contractor's pacing and timeframes so as not to delay the project or incur additional costs. Permits and Licenses Contractor shall apply for, pay for and obtain all required permits and licenses for this project. Contractor shall be responsible for all fees and taxes for their work, equipment, materials, permits and licenses. Code Requirements Contractor shall comply with all federal, state and local code requirements, amendments and regulations as determined by the authority having jurisdiction (AHJ). Contractor shall comply with utility company regulations. Materials and Workmanship All materials and equipment, furnished for this project, shall be new and without blemish or defect unless otherwise specified in these drawings and specifications. All work, furnished for this project, shall be completed by skilled workers trained and experienced in the work they are doing. All work shall be completed with high quality workmanship and in a neat manner. All work shall conform to the highest practices common in the industry, manufacturer's requirements and specifications, the construction documents, and industry standards. Drawings and Specifications The materials and equipment presented in the construction documents are the basis of design. These materials and equipment represent the designed performance, sizing, configuration, connections, form, aesthetics and function required. Contractor shall not substitute alternate materials, or equipment without engineer's written approval. Alternate Materials and Equipment Any requests for the substitution of alternate materials or equipment must be submitted to the engineer, for review, 2 weeks prior to bidding the project. Contractor shall be responsible for any costs required due to the substitution of approved alternate materials and equipment, including costs to other trades. All submissions shall be in accordance with the section titled “Shop Drawings and Submittals” in these specifications. Approval of an alternate will not alleviate the contractor of the responsibility to provide full and complete systems that meet the design intent and the requirements of the construction documents, even if the approved alternate does not meet these requirements. Shop Drawings and Submittals Contractor shall prepare and submit, to the General Contractor, shop drawings, cut sheets and submittals for all equipment, services, and materials to be provided and installed in accordance with the construction documents. General Contractor shall review these submittals for compliance with the construction documents before sending them to the engineer for review. If the General contractor determines that the equipment, services and materials, as depicted in the submittals, comply with the contract documents, the General Contractor shall then submit the submittals to the engineer for review along with a cover letter from the General Contractor indicating they have reviewed the submittals and found them to be in compliance with the contract documents. All submissions must be provided to the engineer a minimum of 2 weeks prior to ordering any material or equipment and 2 weeks prior to providing any services. This same submittal procedure shall be utilized for any requests for the substitution of alternate materials and equipment. Complete and Functional Systems Contractor shall provide and install complete and fully functional systems which produce the performance characteristics (as installed) required by the construction documents. These systems shall include all necessary components including dampers, access doors, controls, thermostats, etc. Delivery, Storage and Handling Contractor shall be responsible for the delivery, storage and handling of all parts, materials, equipment and fixtures within the scope of the HVAC systems. Flexible Connectors Duct connections to mechanical equipment shall be made utilizing a flexible connector listed and approved for the application. Duct Access Doors Furnish duct access doors to access and service all fire and smoke dampers as well as any other equipment installed within the ductwork which requires access for servicing. Condensate Drain Trap all condensate drains in accordance with manufacturer's requirements and adopted codes. Route condensate lines to the nearest floor drain or other approved discharge location. Maintain an air gap at drain termination point. All air gaps shall be in accordance with manufacturer's requirements or code requirements, whichever is more stringent. Operation and Maintenance Manuals Save, compile and bind three copies of all operation and maintenance manuals as well as specifications, warranties and cut sheets for all HVAC systems, components, and materials. Provide the bound manuals to the project coordinator, for the owner's use, before project closeout. Owner Training Provide onsite training on all HVAC systems and equipment to the owner or owner's designees at a time that is acceptable to the owner. This training shall cover operation and maintenance and shall be provided at no additional cost. Equipment Identification - Labeling All equipment, pipes, components, dampers and valves shall be identified, labeled and tagged in accordance with the International Mechanical Code as adopted and amended by the AHJ. Disconnects and Starters Contractor shall supply electrical disconnects and motor starters for all equipment provided by them. Electrical contractor shall install and hook-up all electrical disconnects and motor starters. Cleaning Contractor shall provide final cleaning of all systems and equipment provided by the contractor. Cleaning shall be provided immediately prior to handing the project over to the owner. Cleaning to be to owner's satisfaction Cutting and Patching Contractor shall be responsible for all cutting, patching, grinding, welding, brazing and soldering necessary for the completion of their work. Contractor shall be responsible for any repairs to finishes necessitated by their work. Work Area - Cleanliness Contractor shall maintain the work area in a neat, clean and safe manner at all times. No excess materials are to be stored in the work area without the project manager's prior approval. Duct Transitions and Changes of Direction All rectangular supply and return ductwork changes in direction greater than 45° shall be fully radiused with a radius of 1.5 times the diameter. Where a radius duct is not possible single width turning vanes may be used in a mitered fitting. All duct transitions which enlarge in the direction of flow shall be formed with an angle of 15° or less. All duct transitions which reduce in the direction of flow shall be formed with an angle of 30° or less. HVAC Piping - Insulation All field installed HVAC piping serving refrigeration lines shall be insulated with closed cell elastomeric pipe insulation. The insulation shall conform to the specifications listed in the Minimum Pipe Insulation Thickness table on this sheet. All other field installed HVAC piping, that serves as part of a heating or cooling system, shall be insulated with jacketed fiberglass pipe insulation. The insulation shall have a protective jacket with factory applied vapor barrier. Vapor barrier shall have a permeability rating of 0.02 perms. Jacket shall have a self sealing lap seam. The insulation shall conform to the specifications listed in the Minimum Pipe Insulation Thickness table on this sheet. Record Set of Drawings Contractor shall maintain a current and accurate marked-up set of drawings indicating all systems, components, materials, routing, etc. as installed. All deviations from the as designed construction plans are to be noted in red. Provide the marked-up record set to the owner and a Provide an electronic copy, of the record set, to mechanical engineer a minimum of one week prior to the final inspection. The electronic copy shall be an Adobe PDF file. The electronic copy shall be in color, shall be legible and shall be in a format and size that is acceptable to the mechanical engineer. Commissioning of Building Systems All heating, ventilation, air conditioning, refrigeration and service water heating systems are to be commissioned, by an approved agency. Commissioning shall fully comply with the requirements of IECC C408.2. An electronic copy (pdf format) of the final commissioning report shall be submitted to the building owner, mechanical engineer and architect for review and approval. The report shall be submitted, for review, a minimum of two weeks prior to final inspections. The installing contractor, for each covered system, shall be responsible for ensuring these requirements are met. Discrepancies Between General HVAC Specifications and Plans When there is a discrepancy between these General HVAC Specifications and a specific note, detail or specification, on the mechanical plans, the note, detail or specification, on the mechanical plans, shall take precedence. Provide, Furnish and Install When the plans say Provide or Furnish an item or material the contractor shall interpret these terms to include the installation of the item or material in question, unless otherwise specified on the plans. Testing and Balancing All HVAC and hydronic systems shall be tested, adjusted and balanced by a third party testing, adjusting and balancing (TAB) firm not connected to the contractor by financial, ownership, common employee or other like circumstances. The TAB firm shall be NEBB or AABC certified. Mechanical contractor shall engage and pay for the TAB firm's services. All balancing shall be in accordance with NEBB procedures and shall be reported on NEBB or approved equal forms. Alternatively, the project mechanical engineer (ME), at their sole discretion, may provide air testing, adjusting and balancing services in accordance with ME's approved methods on ME approved forms. All air systems shall be balanced within +/- 5% of the airflow shown on plans. Contractor shall supply and install any additional dampers required for balancing for no additional charge. Contractor shall make any repairs necessary for the balancing for no additional charge. All hydronic systems shall be balanced within +/- 5% of the flow shown on plans. Contractor shall supply and install any additional valves or fittings required for balancing at no additional charge. Contractor shall make any repairs necessary for the balancing for no additional charge. At a minimum, balance report shall include gross airflow (Supply, Return, Exhaust, Outside Air, etc.) for each system, individual air terminal airflow, system static pressures, equipment operating characteristics (RPM, amps, volts, temperature difference, etc.), equipment and drive physical characteristics, all hydronic flows and pressure drops, pump nameplate data, equipment and drive nameplate data and motor starter data. A copy of final balance report shall be provided to the mechanical engineer two weeks prior to contractor's submittal for final payment or final building department inspection, whichever occurs first. Controls Contractor shall provide and cause to be installed all controls and control wiring for the HVAC systems in accordance withe equipment manufacturer's recommendations, the National Electrical Code as adopted and amended by the AHJ and any local codes or amendments. Ductwork All ductwork shall be constructed and reinforced and installed in accordance with the latest edition of SMACNA's HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE and the International Mechanical Code. Exposed round ductwork shall be of the continuous seam spiral type with associated spiral fittings. Concealed round ductwork may be spiral seam ductwork or snaplock duct. Duct Size Duct sizes shown on the plans are inside clear dimensions and do not include an allowance for duct liner or other obstructions. Flex Duct Flex duct may only be used for connections to supply air terminals. Flex duct shall be insulated to a minimum of R6.2, have a wire helix reinforced core, and be encased in an outer foil scrim jacket. The maximum length shall be limited to 6 feet of flex duct. Flex duct shall be listed to UL 181 standard and shall be Class 1 duct. Duct Insulation Duct insulation shall be as follows unless otherwise noted on the plans. Rectangular make-up air ducts in unconditioned spaces within the building envelope shall be wrapped with Johns Manville Microlite FSK foil scrim craft duct insulation with a minimum rating of R6 as installed. Do not internally line make-up duct. Rectangular supply and return air ducts within the building envelope shall be lined with Johns Manville Linacoustic RC 1.5" duct liner with a minimum rating of R6 as installed. Spiral ductwork shall be internally lined with Johns Manville Spiracoustic Plus 1.5" duct liner with a minimum rating of R6 as installed. Concealed round supply, return, and make-air ducts within the building envelope shall be externally insulated with 1.5" thick insulation having a minimum R value of R6. The insulation shall be enclosed in a foil scrim jacket. Rectangular supply and return duct, outside the building envelope, shall be lined with Johns Manville Lincoustic duct liner with a minimum rating of R12 as installed. Rectangular make-up air duct, outside the building envelope, shall be wrapped with Johns Manville Microlite FSK foil scrim craft duct insulation with a minimum rating of R12 as installed, unless otherwise noted on the plans. Do not internally line make-up duct. Cover and seal exterior duct insulation with Ideal Seal 777 aluminum embossed cladding or approved equal. Duct Supports and Hangers Furnish all required hangers and supports for the completion of contractors scope of work in accordance with code, AHJ, and material / equipment manufacturer's requirements. Duct Sealing Concealed duct: All longitudinal and transverse seams shall be externally sealed air tight with Carlisle Iron-Grip 601 or approved equal. Exposed spiral duct: All exposed spiral duct shall be internally sealed by gaskets or mastics approved and listed for the application. Do not externally seal exposed spiral duct. Flexible duct: All flexible duct connections shall be sealed with two layers UL-181-B-FX duct tape applied under the duct clamp. Warranty All services, work, equipment and materials supplied for this project shall include a full 1 year warranty covering all materials and labor from the date of owner's final acceptance. In addition, contractor will provide full manufacturer's warranty to the owner in the event that the manufacturer's warranty is longer or more favorable to the owner. Temporary Services The HVAC systems provided and installed in accordance with the construction documents shall not be used for temporary heating, cooling and ventilating during the construction phase. Any HVAC systems used for temporary heating, cooling and ventilating shall have their filters replaced, be fully cleaned and returned to an as-new state prior to turning the project over to the owner's control. Equipment Protection Contractor shall be responsible for protecting all fixtures, materials and equipment during construction and until final acceptance by the owner. Dampers Quadrant type locking balancing dampers shall be provided in all supply air duct branches off of the main supply trunk(s). Request for Information (RFI): The General Contractor may submit a request for information (RFI) when it is necessary to clarify the information presented in the mechanical plans or to resolve a conflict in the mechanical design. For a project where a General Contractor is not engaged, the prime contractor in charge of the construction or management of the project may submit RFI's. RFI's shall be submitted to the mechanical engineer (ME) for review and response. Allow a minimum of seven working days for a response to submitted RFI's. The following RFI's may be rejected without action: -Requests for approval of submittals. -Requests for approval of substitutions. -Requests for approval of contractor's methods and means. -Requests for information already contained in the plans and specifications. -Incomplete or improperly prepared RFI's. -Excessive or unnecessary RFI's (as determined by the mechanical engineer). RFI's shall clearly state the specific information or clarification that is being requested. RFI's shall reference the specific plan item, detail, field condition, and / or specification in question and shall fully describe the conflict or ambiguity. RFI's shall include photos, sketches, coordination drawings, shop drawings, measurements, dimensions, descriptions, product data, etc. as is necessary to fully describe the request and any proposed resolutions. RFI's shall include two proposed resolutions in the RFI submittal. The proposed resolutions shall include a detailed description of the resolution, the impacts on construction timeline, and the impacts on the project costs. In addition, contractor shall include a detailed description of the impact of the proposed resolutions to other trades and the project owner. The existing conditions (systems, construction, dimensions, layout, sizes, utilities, etc.) presented in these plans relies on a combination of one or more of the following; owner representations, existing plans, field surveys, and other data provided to the engineer. Existing conditions may vary from what is depicted in these plans. The mechanical engineer shall not be liable for errors in existing conditions or omissions of existing conditions on these plans. Therefore, contractor shall carefully and thoroughly examine the existing building and field verify, to their satisfaction, that the existing conditions (systems, construction, dimensions, layout, sizes, utilities, etc.) match the plans. Additional compensation will not be provided for contractor's failure to verify field conditions. FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering UP C7 GLASS WASHER UP B B C C D D G G H H F F E E A A 11 44 33 22 W/DW/D K12 WALK-IN COOLER (8x10) DI S H S T O R A G E K6 PIZZA OVEN,GAS K7 PIZZA PREP FRIDGE K10 6-BURNER RANGE ON K16 CONVECT. OVEN K5 BAKERY OVEN, ELECTRIC K8 U.C. FRIDGE K9 SANDWICH/ SALAD PREP K3 HOLDING CABINET K4 MIXER K2 LOW BOY FREEZER K11 WORK TABLE K1 DOUGH SHEETER C2 BACK BAR CAB. C1 ESPRESSO MACHINE K15 ICE K8 U. C . F R I D G E D1 CHEM DISH C6 COUNTER CASE C3 BLEND STAT. POS PREP SINK H.S. H.S. 3-COMPARTMENT SINK PRE-RINSE H.S. H.S. C5 GRAB & GO DISPLAY K1 3 HE A T LA M P K14 HEAT LAMP SHELVES (SUSPENDED) K1 3 HE A T LA M P C4 BL E N D E R SO I L E D D I S H C8 REACH-IN FOOD STORAGE SHELVING FO O D S T O R A G E S H E L V I N G SH E L V I N G / SP E E D R A C K S K17 FRYER K1 3 HE A T LA M P K1 3 HE A T LA M P K4.5 MIXER (CART) K2.5 LOW BOY REF. K11.5 TABLE TOP FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering DN B3 BUSSING CART DN B B C C D D G G H H F F E E A A 11 44 33 22 B1 SECURITY ENCLOSURE B1 SECURITY ENCLOSURE B3 BUSSING CART B4 ICE B5 IC E B I N w / WEL L S B7 DR A F T B E E R CO O L E R B8 BACK BAR CABINET B10 BLEND STAT.B16 GLASS WASHER B5 IC E B I N w / WE L L S B1 2 CO F F E E B14 WATER TOWER B15 BLENDER 4- C O M P A R T M E N T BAR S I N K B6 DR Y I N G R A C K S B2 REFRIGERATOR POS POS FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering B B C C D D G G H H F F E E A A 11 44 33 22 FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering 1500500 FLOW RATE (CFM) 1000 0.00 0 0.50 PR E S S U R E D R O P ( i n . H 2 0 ) PRESSURE DROP VS. FLOW RATE FR A C T I O N A L E F F I C I E N C Y ( % ) 0 0.1 20 40 1.0 PARTICLE DIAMETER (UM) 10.0 EFFICIENCY VS. PARTICLE DIAMETER 60 80 100 1.00 1.50 2.00 2.50 3.00 3.50 FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering UP C7 GLASS WASHER UP B B C C D D G G H H F F E E A A 11 44 33 22 W/DW/D K12 WALK-IN COOLER (8x10) DI S H S T O R A G E K6 PIZZA OVEN,GAS K7 PIZZA PREP FRIDGE K10 6-BURNER RANGE ON K16 CONVECT. OVEN K5 BAKERY OVEN, ELECTRIC K8 U.C. FRIDGE K9 SANDWICH/ SALAD PREP K3 HOLDING CABINET K4 MIXER K2 LOW BOY FREEZER K11 WORK TABLE K1 DOUGH SHEETER C2 BACK BAR CAB. C1 ESPRESSO MACHINE K15 ICE K8 U. C . F R I D G E D1 CHEM DISH C6 COUNTER CASE C3 BLEND STAT. POS PREP SINK H.S. H.S. 3-COMPARTMENT SINK PRE-RINSE H.S. H.S. C5 GRAB & GO DISPLAY K1 3 HE A T LA M P K14 HEAT LAMP SHELVES (SUSPENDED) K1 3 HE A T LA M P C4 BL E N D E R SO I L E D D I S H C8 REACH-IN FOOD STORAGE SHELVING FO O D S T O R A G E S H E L V I N G SH E L V I N G / SP E E D R A C K S K17 FRYER K1 3 HE A T LA M P K1 3 HE A T LA M P K4.5 MIXER (CART) K2.5 LOW BOY REF. K11.5 TABLE TOP FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering DN B3 BUSSING CART DN B B C C D D G G H H F F E E A A 11 44 33 22 B1 SECURITY ENCLOSURE B1 SECURITY ENCLOSURE B3 BUSSING CART B4 ICE B5 IC E B I N w / WEL L S B7 DR A F T B E E R CO O L E R B8 BACK BAR CABINET B10 BLEND STAT.B16 GLASS WASHER B5 IC E B I N w / WE L L S B1 2 CO F F E E B14 WATER TOWER B15 BLENDER 4- C O M P A R T M E N T BAR S I N K B6 DR Y I N G R A C K S B2 REFRIGERATOR POS POS FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering B B C C D D G G H H F F E E A A 11 44 33 22 FRY ENGINEERING, INC. 970-658-3665 SHANE@FRYENG.COM WWW.FRYENG.COM P.O. BOX 218 FORT COLLINS, CO 80521 ry ngineering