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HomeMy WebLinkAbout2025-03-12 238 CR 236 - Architectural Change OrderSHEET NUMBER SHEET TITLE COVER.1 COVER SHEET 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 PERMIT REVISION 1 03/12/2025 TBD CR 236 234 Co Rd 236, Silt, CO PROJECT DIRECTORY DB Structural Design (STRUCTURAL ENGINEER - FOUNDATION & ADDITION) 1001 Grand Ave, Suite 201 CONTACT: Dustin Burner Glenwood Springs, CO 81601 (970) 319-5934 Dustin@dbsd.com Red Room Design (ARCHITECT) 1001 Grand Ave, Suite 103 CONTACT: Caet May Glenwood Springs, CO 81601 (970) 930-6374 caetm@redroom-design.com Pizzaro Corral Alberto & Piria Chavez (OWNER) 1201 Bedrock Circle CONTACT: Alberto Pizzaro Silt, CO 81652 High Country Design + Build (BUILDER) 1001 Grand Ave, Suite 107 CONTACT: Josue Pizarro Glenwood Springs, CO 81601 (970) 319-5596 josue@highcountrybd.com Gable Steel (STRUCTURAL ENGINEER- BUILDING) 5199 10th Ave N, Suite 105 CONTACT: Kyle McDonough Greenacres, FL 33463 (800) 557-9083 info@gablesteel.com Stars to Stones Surveying (SURVERYOR) 559 Pine Meadows Dr. CONTACT: Grand Junction, CO 81504 (970) 618-2118 Stars2stonessurveying@yahoo.com Bighorn consulting Engineers, Inc (MECHANICAL ENGINEER ) 386 Indian Road CONTACT: Garrett Bowling Grand Junction, CO 81501 (970) 312-8638 garrett@bighorneng.com PROJECT SITE PROJECT INFO JURISDICTION: Garfield County PARCEL ID : 217-904-300-412 LEGAL DESC: Section: 4 Township: 6 Range: 92 A TR IN SESW CONT. 7.05 AC. AKA TRACT B AMENDED JOHNSON SUBDIVISION EXEMPTION. CODE EDITIONS: 2015 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2015 INTERNATIONAL FIRE CODE (IFC) 2020 NATIONAL ELEC TRICAL CODE (NEC) FIRE SPRINKLER: No Climate Zone: 5B Height Limit: 40' TYPE OF CONSTRUCTION: TYPE VB REQUIRED SPECIAL INSPECTIONS: RE: STRUCTURAL ENERGY CODE COMPLIANCE PATH: PRESCRIPTIVE EXTERNAL ENERGY USE: N/A BUILDING SIZE: 9,599 SF BUILDING HEIGHT: 17'-8" # OF STORIES ABOVE GRADE: 1 # OF STORIES BELOW GRADE: 0 LOT SIZE: 7.05 ACRES GARAGE: N/A SCOPE OF WORK: NEW BUILD TYPE OF HEATING: PROPANE SEWER SYSTEM: OWTS 01 01 01 01 SHEET NUMBER SHEET TITLE COVER.2 GENERAL INFORMATION 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 COVER & INTRO COVER.1 COVER.2 COVER SHEET GENERAL INFORMATION ARCHITECTURAL GENERAL G1.01 G1.02 G1.03 G1.04 G1.05 G1.06 G1.07 OCCUPANCY FLOOR PLAN GROSS AREA FLOOR PLAN FIRE PROTECTION FLOOR PLAN EGRESS FLOOR PLAN ACCESSIBILITY FLOOR PLANS ACCESSIBILITY ELEVATIONS PLUMBING SYSTEMS SITE PLANS ELEVATIONS SECTIONS DETAILS SCHEDULES A0.01 A1.01 A1.02 A1.03 A1.04 A2.01 A2.02 A2.03 A2.04 A3.01 A3.02 A5.01 A5.02 A6.01 A6.02 SURVEY SITE PLAN MAIN LEVEL PLAN MAIN LEVEL PLAN X1.01 EXISTING MAIN LEVEL PLAN ROOF PLAN NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION SECTION SECTION ASSEMBLIES TYPICAL DETAILS DOOR SCHEDULE - EXTERIOR & INTERIOR WINDOW SCHEDULE 01 01 DRAWING INDEXMATERIAL LEGEND CONCRETE SIDING EARTH SHEATHING GLASS STEEL STONE GWB INSULATION GRAVEL WOOD NADimensionDIM Not Applicable Floor Drain Fireproof Dishwasher Face Of Concrete Expansion Joint Face Of Stud Downspout Fire Extinguisher Cabinet EXT Exterior FEC FTG FD FL GA FP FIN FOC FOS Guage Footing Floor Finish EQ EL EA EJ EXIST DRWG DR DN DW DS Equal Elevation Each Existing Drawing Drain Down Radius or Riser Perforated (d) Penny (nails, etc.) Outside Diameter Round Head Sheet Metal Screw Prefinished Sheet Metal PlywoodPLY RHSM REQ'D REINF REFR PROP PROJ PROD REF Refrigerator Required Reinforce (d) Property Project Product Refer PFSM PERF PL OD OPH OPP OPG OC NTS Plate Opposite Opening On Center Not to Scale Opposite Hand Damproofing Bottom Of Centerline Continuous Concrete Masonry Unit Architectural Construction Joint Both Sides CER Ceramic DIA DP DET CONT CJ CLOS CONC COL CLR CMU Detail Diameter Clear Concrete Column Closet BS BO CL CAB BLDG ARCH BD BET BRG BM Cabinet Building Board Between Bearing Beam Attic Access Door Aggregate Alternate Above Finished Floor Area of Refuge ADD ADJ AGG ALT AFF AOR AAD Addendum Adjacent Gypsum Wallboard Not In Contract Masonry Opening Inside Diameter and Air Conditioning Heating, Ventilating, Medicine Cabinet LAM Laminate MISC MECH NIC MIN MC LAV MAX MO MFG MTL Miscellaneous Minimum Mechanical Maximum Material Lavatory Manufacturer HWY JT INT ID HOR HDW HVAC HD HT Highway Interior Horizontal Joint Hardware Head Height Laminated Wood Beam General Contractor ABBREVIATIONS GC GWB GLB GR GYP GL GALV Gypsum Grade Glass Galvanized TreadT United States Gage Uniform Building Code With (comb. form) Vinyl Asbestos Tile Unless Noted Otherwise VerticalVERT WD W/O W/ WIN WT WP WC V VAT Weight Without Wood Window Waterproof Water Closet Voltage VENT VIF VAR USG UBC U.N.O. UNFIN TYP TS UG Variable Verify In Field Ventilate Unfinished Underground Tube Steel Typical Tounge and Groove Top and Bottom Toilet Paper Holder Sound- Transmission Class Supplement (al)SUPPL TO T&B T&G TPH THK TEMP SUSP IE TV TEL Top Of Thick Television Telephone Suspend (ed) That Is Tempered SQ STRUCT. SUB STL STD SPEC SM SIM STC SL Square Substitute Structure (al) Standard Steel Sheet Metal Specification Sliding Similar RO SHLV SECT SHT SEW SAN RW Rough Opening Section Sanitary Shelves Sheet Sewer Roof Window GENERAL NOTES CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. COORDINATION AND RESOLUTION DURING THE BIDDING PROCESS. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING THROUGH FLOORS, CEILINGS, AND WALLS WITH ALL ARCHITECTURAL , DRAWINGS NOT TO BE SCALED, NOTIFY ARCHITECT OF ANY CONFLICTS ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED. BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE CONTRACTOR'S EXPENSE. SUBCONTRACTORS SHALL SUBMIT CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION , FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN WORK IS BEGUN, AND WORK SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS, SUBJECT TO REPLACEMENT AS REQUIRED IN WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE OTHERWISE REGULATED OR SPECIFIED BY ARCHITECT THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIEDE. OR GOVERNING BODIES D. OR OMISSIONS COMPLETED TO THE OWNER. DIMENSIONS NOTED WITH "N.T.S." DENOTES NOT TO SCALE. J. K. I. H. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, UNLESS APPROPRIATE TRADES. GENERALLY, ALL MATERIALS TO BE INSTALLED ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST REPORTED TO THE ARCHITECT IMMEDIATELY. AVAILABLE FOR INSPECTION AT THE OFFICES OF THE ARCHITECT . THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE GENERAL NOTES , THE SPECIFICATIONS, AND THE DRAWINGS, WHICH ARE COOPERATIVE AND CONTINUOUS . WORK INDICATED OR REASONABLY IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL. ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE OF THESE CONTRACT DOCUMENTS. COPIES ARE ON FILE AND ARE THE AIA DOCUMENT 201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", 2017, ARE HEREBY MADE A PART C. B. A. CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. ADEQUATE TIME AS NOT TO DELAY WORK IN PROGRESS . UNIFORM BUILDING CODE OR ANY LOCAL CODE OR PARAGRAPH E, ABOVE. ORDINANCE. F. G. SYMBOL LEGEND ROOFING D101 A R1 I301 1 3 24 A3.01 101 1 A2.01 1 A5.01 1 ENTRY 101 ZONE MATCH LINEMATCH GRID ELEVATION SECTION DETAIL SECTION INTERIOR ELEVATION SPOT DOOR WINDOW W1 ASSEMBLY DETAIL CALLOUTA601 1 DRAWING REVISION SHEET NUMBER SHEET TITLE G1.01 OCCUPANCY FLOOR PLAN 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 N STORAGE (S-1)3,984.2 sq ftSHOP 1 (F-1)2,500.0 sq ft SHOP 2 (F-1)2,500.0 sq ft OFFICE (B)625.0 sq ft GROSS AREA SQ FT SQ FT SQ FT SQ FT TOTAL GROSS AREA SQ FT OCCUPANCY AREA SQ FT SQ FT SQ FT SQ FT TOTAL SHOP AREA SQ FT TOTAL STORAGE AREA SQ FT TOTAL BUSINESS AREA SQ FT SHOP 1 2,500 SHOP 2 2,500 STORAGE 3,984.2 OFFICE 625.0 9,609 SHOP 1 2,491 SHOP 2 2,494.8 STORAGE 3,984.2 BUSINESS 625 4,985.8 3,984.2 625 01 01 01 01 01 01 01 01 0101 SCALE: 3/16" = 1'-0"1Occupancy Floor Plan 0 4'8'12' OCCUPANCY FILL LEGEND STORAGE (S-1) BUSINESS (B) OCCUPANCY CALCULATIONS SHOP 1 (F-1) = 2,500/200 = 12.5 OCCUPANTS SHOP 2 (F-1) = 2,500/200 = 12.5 OCCUPANTS STORAGE (S-1) = 3,984.2/500 = 7.9684 OCCUPANTS OFFICE (B) = 625/100 = 6.25 OCCUPANTS TOTAL = 39.2184 OCCUPANTS SHOP OCCUPANTS = 26 STORAGE OCCUPANTS = 8 BUSINESS OCCUPANTS = 7 TOTAL = 41 OCCUPANTS SHOP (F-1) SHEET NUMBER SHEET TITLE G1.02 GROSS AREA FLOOR PLAN 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 N SHOP 1 (F-1) GROSS AREA A: 2,500.0 sq ft OFFICE (B) GROSS AREA A: 625.0 sq ft STORAGE (S-1) GROSS AREA A: 3,996.2 sq ft STORAGE 1 (F-1) GROSS AREA A: 2,500.0 sq ft GROSS AREA SQ FT SQ FT SQ FT SQ FT TOTAL GROSS AREA SQ FT OCCUPANCY AREA SQ FT SQ FT SQ FT SQ FT TOTAL SHOP AREA SQ FT TOTAL STORAGE AREA SQ FT TOTAL BUSINESS AREA SQ FT SHOP 1 2,500 SHOP 2 2,500 STORAGE 3,984.2 OFFICE 625.0 9,609 SHOP 1 2,491 SHOP 2 2,494.8 STORAGE 3,984.2 BUSINESS 625 4,985.8 3,984.2 625 01 01 01 01 01 01 0101 SCALE: 3/16" = 1'-0"1Gross Area Floor Plan 0 4'8'12' SHEET NUMBER SHEET TITLE G1.03 FIRE PROTECTION FLOOR PLAN 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 N STORAGE (S-1)3,984.2 sq ftSHOP 1 (F-1)2,500.0 sq ft SHOP 2 (F-1)2,500.0 sq ft W3W2D101 W4 D103D102 D106 D104D105 D107 D108 W1 10 2 101 103 10 5 D109 10 6 107 OFFICE (B)625.0 sq ft W7 W7 W5 3 HR FIRE WALL 3 HR FIRE RATED DOOR 3 HR FIRE RATED DOOR 3 HR FIRE WALL W6 W5 3 HR FIRE WALL 3 HR FIRE RATED DOOR AUTOMATIC CLOSER OR CLOSER W/ FUSABLE LINK 1 HR FIRE RATED 3 HR FIRE RATED DOOR, AUTOMATIC CLOSER OR CLOSER W/ FUSABLE LINK 45 MIN. FIRE RATED DOOR W/ CLOSER 01 01 01 01 01 0101 01 SCALE: 3/16" = 1'-0"1Fire Protection Floor Plan 0 4'8'12' FIRE PROTECTION LEGEND 3 HR FIRE RATING 1 HR FIRE RATING SHEET NUMBER SHEET TITLE G1.04 EGRESS FLOOR PLAN 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 N RE F 10 '-85/8" 13 '-37/8" 3' 6'-51/4" 3' 30 ' 23'-1"2' 30 ' 24'-21/2"3'-111/2" 30 ' 1'-9" 35 ' - 7 " 7'-31/2" 22 '-33/4" 58'-5" 30 ' 48'-1" 30 ' 30 ' FRONT EXIT B DECISION POINT TO FRONT EXIT 53'-1" TO REAR EXIT 53'-1" BUSINESS OCCUPANT LOAD = 7 F-1 OCCUPANT LOAD = 13 S-1 OCCUPANT LOAD = 8 POINT OF DECISION TO FRONT EXIT B 30'-5 3/4" F-1 OCCUPANT LOAD = 13 DIAGONAL = 89'-4" (89'-4")(1/2)=44'-8" DIAGONAL = 72'-6" (72'-6")(1/2)=36'-3" DIAGONAL = 72'-6" (72'-6")(1/2)=36'-3" FRONT EXIT SHOP 1 REAR EXIT SHOP 1 FRONT EXIT SHOP 2 REAR EXIT SHOP2 DECISION POINT 1 TO FRONT EXIT 58'-2" TO REAR EXIT 33'- 11 1/2" DECISION POINT 2 TO FRONT EXIT 65'-2 1/4 TO REAR EXIT 80'-6 1/4" DECISION POINT 1 TO REAR EXIT 88'-5" DECISION POINT 1 TO FRONT EXIT 78'-1" FRONT EXIT STORAGE REAR EXIT STORAGE 01 01 01 01 01 SCALE: 3/16" = 1'-0"1Egress Floor Plan 0 4'8'12' COMMON PATH OF EGRESS TRAVEL DISTANCE FOR SPACES WITH ONE EXIT PER TABLE 1006.2.1 MAY NOT EXCEED 100' FOR B OCCUPANCY EXIT ACCESS TRAVEL DISTANCE FOR F-1, S-1, AND B OCCUPANCIES NOT SPRINKLERED PER TABLE 1017.2 MAY NOT EXCEED 200' OCCUPANCY CALCULATIONS SHOP 1 (F-1) = 2,500/200 = 12.5 OCCUPANTS SHOP 2 (F-1) = 2,500/200 = 12.5 OCCUPANTS STORAGE (S-1) = 3,984.2/500 = 7.9684 OCCUPANTS OFFICE (B) = 625/100 = 6.25 OCCUPANTS TOTAL = 39.2184 OCCUPANTS SHOP OCCUPANTS = 26 STORAGE OCCUPANTS = 8 BUSINESS OCCUPANTS = 7 TOTAL = 41 OCCUPANTS SHEET NUMBER SHEET TITLE G1.05 ACCESSIBILITY FLOOR PLANS 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 N HYDROMATPLANER SANDER HYDROMAT G1.06 60 " MI N 18" MIN 48 " MI N 12" MIN 22"MIN 12" MIN 18" MIN60 " MI N 48 " MI N 22" MIN48 " MI N 60 " MI N 18" MIN 12" MIN 22" MIN12" MIN 18" MIN 60 " MI N 48 " MI N 12 " MI N 18 " MI N 48" MIN 60" MIN 48" MIN 60" MIN 12 " MI N 18 " MI N 1 4 3 2 G1.06 5 8 7 6 G1.06 OUTFEED GANGRIP INFEED CNC KNIFE STRG KNIFE STRG KNIFE STRG KNIFE STRG KNIFE STRG KNIFE STRG SM MO L D SE T U P HY D R O M A T SE T U P GRINDER SHAPER MITERLOCK SLIDER STRAIGHTLINE COMP 2% 2%2% 2%2% LOCATION OF MINI SPLIT, PROVIDE ACCESSIBLE ROUTE AROUND ACCESSIBLE SIDEWALK ACCESSIBLE SIDEWALK ACCESSIBLE SIDEWALK FUTURE DUST COLLECTOR,RE: MECHANICAL ENGINEER GROSS AREA SQ FT SQ FT SQ FT SQ FT TOTAL GROSS AREA SQ FT OCCUPANCY AREA SQ FT SQ FT SQ FT SQ FT TOTAL SHOP AREA SQ FT TOTAL STORAGE AREA SQ FT TOTAL BUSINESS AREA SQ FT SHOP 1 2,500 SHOP 2 2,500 STORAGE 3,984.2 OFFICE 625.0 9,609 SHOP 1 2,491 SHOP 2 2,494.8 STORAGE 3,984.2 BUSINESS 625 4,985.8 3,984.2 625 01 01 01 01 01 01 01 0101 SCALE: 3/16" = 1'-0"1Accessibility Floor Plan 0 4'8'12' ACCESSIBILITY LEGEND DOOR ACCESSIBILTY CLEARANCE ACCESSIBILITY CALCULATIONS SF OF SHOP 1 AND 2 = 5,000 SF/1,000 = 5 SPACES SF OF STORAGE = 3,984.2 SF/2,000 = 1.99 SPACES SF OF OFFICE = 625 SF/250 = 2.5 SPACES TOTAL PARKING SPACES PROVIDED IN PARKING FACILITIES = 10 SPACES REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES = 1 SPACES SHEET NUMBER SHEET TITLE G1.06 ACCESSIBILITY ELEVATIONS 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 N HEIGHT OF LAVATORIES AND SINKSPER ANSI 606.3 SIDE WALL GRAB BAR FOR WATERCLOSETPER ANSI 604.5.1 GRAB BARDIMENSIONS PER ANSI604.5.1 WATER CLOSET SEATHEIGHT PER ANSI 604.4 HEIGHTS OF LAVATORIES AND SINKSPER ANSI 606.3 REAR WALL GRAB BAR FOR WATERCLOSESTPER ANSI 604.5.2 HEIGHT OF LAVATORIES AND SINKSPER ANSI 606.3 GRAB BARDIMENSIONS PER ANSI604.5.1 WATER CLOSET SEATHEIGHT PER ANSI 604.4 HEIGHTS OF LAVATORIES AND SINKSPER ANSI 606.3 REAR WALL GRAB BAR FOR WATERCLOSESTPER ANSI 604.5.2 SIDE WALL GRAB BAR FOR WATERCLOSETPER ANSI 604.5.1 30 " MI N 56 " MI N 4' - 8 " 60" MIN 1'-3"1'-3" 1'-6" 48" MIN 12 " MI N 18 " MI N 60" MIN 1 4 3 2 G1.06 30 " MI N 60" MIN1'-3" 1'-6" 48 " MI N 1'-6" 56 " MI N 4' - 8 " 12" MIN 48 " MI N 5 8 7 6 G1.06 SCALE: 1/2" = 1'-0"1WC 1 0 1'2'4'SCALE: 1/2" = 1'-0"2WC 1 0 1'2'4'SCALE: 1/2" = 1'-0"4WC 1 0 1'2'4'SCALE: 1/2" = 1'-0"3WC 1 0 1'2'4' SCALE: 1/2" = 1'-0"5WC 2 0 1'2'4'SCALE: 1/2" = 1'-0"6WC 2 0 1'2'4'SCALE: 1/2" = 1'-0"7WC 2 0 1'2'4'SCALE: 1/2" = 1'-0"8WC 2 0 1'2'4' SCALE: 1/2" = 1'-0" WC 1 Floor Plan 0 1'2'4' SCALE: 1/2" = 1'-0" WC 2 Floor Plan 0 1'2'4' ACCESSIBILITY LEGEND DOOR ACCESSIBILTY CLEARANCE SHEET NUMBER SHEET TITLE G1.07 PLUMBING SYSTEMS 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 N RE F 01 01 01 01 01 01 0101 SCALE: 3/16" = 1'-0"1Plumbing Systems 0 4'8'12' PLUMBING CALCULATIONS F-1 = 1 WC 1 LAV 1 DRINKING FOUNTAIN* 1 SERVICE SINK S-1 = 1 WC 1 LAV 1 DRINKING FOUNTAIN* 1 SERVICE SINK B = 1 WC 1 LAV 1 DRINKING FOUNTAIN* 1 SERVICE SINK *POTABLE WATER PROVIDED VIA SINK IN OFFICE TRACT A TRACT B TRACT D Found 58 13501 Found 58" rebar and yellow plastic cap PLS 14111 Found 58" rebar and yellow plastic cap PLS 13501 Found 58" rebar. Found 58" rebar and yellow plastic cap PLS illegible. Found 58" rebar Found 58" rebar Found 58" rebar and yellow plastic cap PLS illegible. Topographic data may vary due to the ditch being full of water. Cinder block building Cinder block building g r a v e l d r i v e wire and wood fence (typical) 30.0' 119.3' 30.0' 40.7' 60.7' 32 .5' 26.5' g r a v e l d r i v e Found 58" rebar wire and wood fence (typical) w i r e a n d w o o d f e n c e (t y p i c a l ) wire and wood fence (typical) Overhead electrical (typical) Access road easement Reception No. 518263 30.00' 10' Wide Public Service Company of Colorado & Mountain States Telephone & Telegraph Company Easement Book 584 Page 801 Cactus Valley Ditch Water & Ditch rights Book 550 Page 272 TO P O G R A P H I C M A P TR A C T A , B , & D , A M E N D E D J O H N S O N SU B D I V I S I O N E X E M P T I O N GA R F I E L D C O U N T Y , C O L O R A D O SURVEYOR'S CERTIFICATE I, IVAN MARTIN, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. ____________________________________ IVAN MARTIN COLORADO P.L.S. No. 38440 FOR AND ON BEHALF OF STARS TO STONES SURVEYING NOTES: 1. This is a topographic map. This is not a boundary survey and is only intended to depict those topographic features or improvements shown. The property lines shown are record lines only and are shown for graphical reference only. 2. Any underground utilities shown have been located from field survey information. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. 3. This survey does not constitute a title search by Stars to Stones Surveying Inc. to determine ownership or easements of record. For all information regarding easements, rights of way and title of record, Stars to Stones Surveying Inc. relied upon a Search Report, prepared by with a file number of ABS63019436-6, Dated April 17, 2023. 4. Basis of elevations: Town of Silt control- 1ST-GRAND ELEV. = 5467.50 5. Benchmark: Property corner as shown. Elevation: 5460.0 (Local). 6. Basis of Bearings are based upon a found monument in place and a found monument in place 7. Field work for this survey was completed on June 17, 2024. 8. The owner names and tax parcel data shown hereon are based upon the public records available at the original date of this survey. Current ownership and tax parcel data should be verified for accuracy. VICINITY MAP SCALE: 1" = 2000' St a r s t o S t o n e s S u r v e y i n g P r o f e s s i o n a l L a n d S u r v e y i n g & M a p p i n g 55 9 P i n e M e a d o w s D r . G r an d J u n c t i o n , C O , 8 1 5 0 4 97 0 . 6 1 8 . 2 1 1 8 C e l l St a r s 2 s t o n e s s u r v e y i n g @ y a h o o . c o m LEGAL DESCRIPTION: Tracts A,D, and B - Final Plat, Amended Johnson Subdivision Exemption (Boundary Line Adjustment) Recorded September 20, 1995 as reception No. 498663. Tract A:A parcel of land situated in lot 1 of Section 9; and in the SE1/4SW14 of section 4, All in Township 6 South, Range 92 West of the 6TH Principal meridian, County of Garfield, State of Colorado, Lying Easterly of the Easterly right-of-way line of County road No. 229, Southerly of the southerly right-of-way line of County road No. 236, and northerly of the northerly right-of-way line of U.S. highway 6 & 24, Said parcel of land is more fully described as follows: Beginning at a point on the easterly right of way line of said road No. 229 and the section line common to sections 4 and 9; whence the re-established quarter corner of said sections 4 and 9, Bears N. 89°14'35" E. 1288.65 feet; Thence N. 00°37'24" W. along said road No. 229, 805.71 feet, To a point on the southerly right of way line of said road No. 236; Thence N. 73°43'00" E. 929.82 feet along said road right of way; Thence S. 00°32'00" E. 779.27 feet; Thence N. 89°28'00" E. 61.00 feet; Thence S. 00°32'00" E. 701.64 feet to a point on said highway; Thence N. 85°21'00" W. 357.80 feet along said highway; Thence N. 04°11'31" E. 139.11 feet; Thence N. 85°24'04" W. 210.41 feet; Thence S. 34°47'02" W. 160.63 feet to said highway; Thence N. 85°21'00" W. along said highway 308.91 feet, to a point on said road No. 229; Thence N. 00°28'54" W. 336.18 feet to the point of beginning, County of Garfield, State of Colorado. Tract B:A parcel of land situated in the SE1/4SW14 of section 4, Township 6 South, Range 92 West of the 6TH Principal meridian, County of Garfield, State of Colorado, Lying Southerly of the Southerly right-of-way line of county road No. 236, Said parcel of land is more fully described as follows: Beginning at a point on the north-south center line of said section 4; Whence the re-established south quarter corner of said section 4, Bears S. 00°31'52" E. 273.80 feet; Thence S. 89°28'00" W. 395.00 feet; Thence N. 00°32'00" W. 779.27 feet to said road No. 236; Thence N. 73°43'00" E. 188.45 feet along said road No. 236; Thence S. 14°57'36" E. 857.46 feet to the point of beginning, County of Garfield, State of Colorado. Tract D:A parcel of land situated in the SE1/4SW14 of section 4, Township 6 South, Range 92 West of the 6TH Principal meridian, County of Garfield, State of Colorado, Lying Southerly of the Southerly right-of-way line of county road No. 236, Said parcel of land is more fully described as follows: Beginning at a point on the north-south center line of said section 4; Whence the re-established south quarter corner of said section 4, Bears S. 00°31'52" E. 273.80 feet; Thence N. 14°57'36" W. 857.46 feet to a point on said road No. 236; Thence N. 73°43'00" E. along said road No. 236, 222.00 feet, to a point on said center line; Thence S. 00°31'52' E. along said center line, 890.68 feet, to the point of beginning, County of Garfield, State of Colorado. Excepting therefrom, that portion conveyed to the board of county commissioners, for road purposes, more particularly described in document, Recorded July 9, 1981 in book 576 at page 512 as reception No. 316830, County of Garfield, State of Colorado. County of Garfield State of Colorado TOPOGRAPHIC MAP TRACT A,B, & D , AMENDED JOHNSON SUBDIVISION EXEMPTION GARFIELD COUNTY, COLORADO 06/28/2024 SHEET NUMBER SHEET TITLE A0.01 SITE PLAN 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 MINI SPLIT WATER STORAGE PER FIRE CHIEF 2x 30,000 GALLON WATER STORAGE PER FIRE DEPT ROADWAY TO BE IMPROVED TO 20' WIDE PER FIRE DEPT MECHANICAL EQUIPMENT CONCRETE PAD MECHANICAL EQUIPMENT CONCRETE PAD DUST COLLECTOR CONCRETE PAD 20' MIN20' MIN UTILITY METERS 54 3 0 5420 5420 54 15 54 1 0 54 05 54 0 0 5395 54 00 5 395 540 5 5410 541 55420 542 55430 54 3 5 5 4 3 0 5425 5 4 0 5 5410 541 5 54 20 P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y LI N E SETBACK LINE SETBACK LINE S E T B A C K L I N E U T I L I T Y E A S E M E N T 50 ' 25' EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE DRIVEWAY GRAVEL DRIVEWAY GRAVEL SI D E W A L K SIDEWALK SI D E W A L K 10 ' 10 ' SE T B A C K LI N E DRIVEWAY GRAVEL SEPTIC TANK TF 1 TF 2 ST A 753'-4 3/4" EXISTIN G DRIVEW A Y EXISTING DRIVEWAY SITE NOTES GREY BACKGROUND DENOTES EXISTING SURVEY. FLOOR ELEVATIONSMAIN LEVEL - T.O.CONC. = 100'-0" (SITE = 5428'-0") N 01 SCALE: 1" = 30'1Site Plan 0 30'60' EXISTING WELL SITE PLAN NOT TO SCALE SHEET NUMBER SHEET TITLE A1.01 MAIN LEVEL PLAN 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 N HYDROMATPLANER SANDER HYDROMAT W3W2D101 W4 D103D102 D106 D104D105 D107 D108 W1 10 2 101 103 10 5 D109 10 6 107 ENTRY 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 A A B B D D A.1 A.1 RE F G1.06 150' OUT TO OUT OF STEEL 20 ' 20 ' 20 ' 25 ' 60 ' 8'-73/4"31/2"7'-51/8"31/2"7'-51/8"51/2" 51/2" 16 '-51/8" 31/2" 7'-63/8" 21/2" 150' 20'22'22'22'22'22'20' 3'-7"57'-21/2" 1'-31/2" 4'-7"1'-65/8" 9' - 3 " 5'-31/2" 61/4"20'-61/8"51/2"24'-1"51/2" 20'22'22'22'22'22'20' 60 ' OU T TO OU T OF ST E E L 25 ' 20 ' 20 ' 20 ' 51/2" 24 '-61/2" 51/2" 24 '-61/2" EQ EQ 3'-7"11'11'22'3'-1"7'-11"7'-11"3'-1"22'11'11'3'-9"16'-3" 9'-51/4" 6' 44 '-51/4" EQ EQ 5'-81/2" 1'-101/8" 4'-7"1'-65/8"1'-31/2"4'-7" EQ EQ 3/4" 41'-41/8"61/4" 8'-05/8"31/2"32'-95/8" 61/4" 66'-33/8" 3/4" 3/4"41'-41/8"61/4"8'-05/8"31/2"99'-71/4"3/4" 8'-91/2"44'20' 9'-81/2" 15 '-31/2" 9'-81/2" 15 '-31/2" 6' - 4 " 6' 4'-4" 9'-51/4" 12 '-11 5/8" VI F 31/2" 37 ' - 8 " 31/2" 8'-77/8" VI F TOP OF CONC. 100'-0" (SITE= 5428') 1 A3.01 1 A3.01 1 A3.02 1 A3.02 1 A2.01 1 A2.03 1 A2.02 1 A2.04 OUTFEED GANGRIP INFEED CNC KNIFE STRG KNIFE STRG KNIFE STRG KNIFE STRG KNIFE STRG KNIFE STRG SM MO L D SE T U P HY D R O M A T SE T U P GRINDER SHAPER MITERLOCK SLIDER STRAIGHTLINE COMP LINE OF ROOF ABOVE ATTIC ACCESS DESKS UTILITY METERS W5 W3 W3 W3 W3 W3 W2 W2 W2 W4 W4 W4 W6 MOP SINK W5 COORDINATE DUCT PENETRATIONS W/ CROSSBRACING RE: MECHANICAL DWGS DUCT PENETRATIONS RE: MECHANICAL DWGS NOTE: SEE SITE PLAN FOR MECHANICAL EQUIPMENT PAD LOCATIONS DIMENSIONS AND LOCATIONS TO BE COORDINATED IN FIELD WITH EQUIPMENT MANUFACTURER SPECIFICATIONS CENTER DOOR ON CROSS BRACING W7 2% 2%2% 2%2% W4 W4 FUTURE DUST COLLECTOR,RE: MECHANICAL ENGINEER SHOP 1 104 OFFICE 101 WC 1 102 WC 2 103 STORAGE 106 SHOP 2 105 MECH 107 01 01 01 01 01 0101 01 SCALE: 3/16" = 1'-0"1Main Level Plan 0 4'8'12' SHEET NUMBER SHEET TITLE A1.02 ROOF PLAN 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 N 6:12 1:12 1:12 6:12 SNOWFENCE, TYP SNOWFENCE, TYP SNOWFENCE, TYP DS, TYP DS, TYPDS, TYPDS, TYP DS, TYP DS, TYPDS, TYP DS, TYP DS, TYP DS, TYP 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 A A B B D D A.1 A.1 1 A3.01 1 A3.01 1 A3.02 1 A3.02 1 A2.01 1 A2.03 1 A2.02 1 A2.04 CORRUGATED METAL ROOF MATERIAL LEGEND SCALE: 3/16" = 1'-0"1Roof Plan 0 4'8'12' SHEET NUMBER SHEET TITLE A2.01 NORTH ELEVATION 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 1 2 3 4 5 6 7 8 0101 T.O. CONC. - 100' SITE = (5428') T.O. RIDGE - 116'-13/4" SITE = (5444'-13/4") D107 D101 D108 D103D102 CROSS BRACING THIS BAY CROSS BRACING THIS BAY CENTER DOOR ON CROSS BRACING W2 W3D109 RE: ROOF PLANRE: ROOF PLAN 01 01 GENERAL NOTES 1) INDICATES DOOR, SEE DOOR SCHEDULE ON A601 2) INDICATES WINDOW, SEE WINDOW SCHEDULE A 602 D104 A ELEVATIONS MATERIAL LEGEND CORRUGATED METAL SIDING SCALE: 3/16" = 1'-0"1North Elevation 0 4'8'12' SHEET NUMBER SHEET TITLE A2.02 EAST ELEVATION 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 D B A A.1 01 T.O. CONC - 100'SITE= (5428') T.O. RIDGE - 116'-13/4" SITE= (5444'-13/4") 18 '-71/2" 18 '-71/2" W1 CROSS BRACING THIS BAY RE: ROOF PLAN RE: ROOF PLAN GENERAL NOTES 1) INDICATES DOOR, SEE DOOR SCHEDULE ON A601 2) INDICATES WINDOW, SEE WINDOW SCHEDULE A 602 D104 A ELEVATIONS MATERIAL LEGEND CORRUGATED METAL SIDING 01 SCALE: 3/16" = 1'-0"1East Elevation 0 4'8'12' SHEET NUMBER SHEET TITLE A2.03 SOUTH ELEVATION 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 8 7 6 5 4 3 2 1 T.O.CONC.-100'SITE =(5428') +/ - 12 ' +/ - 3' +/ - 3' +/ - 6' DUCTWORK PENETRATIONS COORDINATE LOCATION IN THE FIELD DUCTWORK PENETRATIONS COORDINATE LOCATION IN THE FIELD CROSS BRACING THIS BAYCROSS BRACING THIS BAY DUCTWORK PENETRATIONS COORDINATE LOCATION IN THE FIELD D104 D105 D106 ELECTRIC METER LOCATION TBD WATER METER LOCATION TBD 01 GENERAL NOTES 1) INDICATES DOOR, SEE DOOR SCHEDULE ON A601 2) INDICATES WINDOW, SEE WINDOW SCHEDULE A 602 D104 A ELEVATIONS MATERIAL LEGEND CORRUGATED METAL SIDING SCALE: 3/16" = 1'-0"1South Elevation 0 4'8'12' SHEET NUMBER SHEET TITLE A2.04 WEST ELEVATION 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 A B DA.1 01 T.O. CONC. - 100'SITE = (5428') T.O. RIDGE - 116'-13/4" SITE = (5444'-13/4") 18 '-71/2" 18 '-71/2" W4 CROSS BRACING THIS BAY RE: ROOF PLAN RE: ROOF PLAN GENERAL NOTES 1) INDICATES DOOR, SEE DOOR SCHEDULE ON A601 2) INDICATES WINDOW, SEE WINDOW SCHEDULE A 602 D104 A ELEVATIONS MATERIAL LEGEND CORRUGATED METAL SIDING SCALE: 3/16" = 1'-0"1West Elevation 0 4'8'12' SHEET NUMBER SHEET TITLE A3.01 SECTION 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 A B DA.1 1 A5.02 2 A5.02 6 A5.02 1 A5.02 5 A5.02 6 A5.02 01 T.O. CONC 100' SITE = (5428') F2 W4 F2 W2 W6 W2 R1 R3 F1 R2 R3 C1 RE: ROOF PLAN SHOP 2WC 1OFFICE RE: ROOF PLAN MECH DEMO LEGEND DEMO PROPOSED EXISITNG MATERIAL LEGEND CORRUGATEDMETAL ROOFING CORRUGATED METAL SIDING SCALE: 3/16" = 1'-0"1N-S Section @ Building1 0 4'8'12' SHEET NUMBER SHEET TITLE A3.02 SECTION 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 1 2 3 4 5 6 7 8 1 A5.02 5 A5.02 6 A5.02 6 A5.02 1 A5.02 5 A5.0201 0101 T.O. CONC.100'SITE = (5428') T.O. PLATE 109'SITE = (5437') T.O. RIDGE 116'-13/4" SITE = (5444'-13/4") W2 W2 F2 R1 R1 R2R2 RE: ROOF PLAN OFFICE RE: ROOF PLAN C1 MECH DEMO LEGEND DEMO PROPOSED EXISITNG MATERIAL LEGEND CORRUGATEDMETAL ROOFING CORRUGATED METAL SIDING SCALE: 3/16" = 1'-0"1W-E Section @ Building3 0 4'8'12' SHEET NUMBER SHEET TITLE A5.01 ASSEMBLIES 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 FLOORLINE EXT.INT.EXT.INT.INT.INT.F-1 OR S-1 INT.F-1 INT.B INT.S-1 INT FLOORLINEEXT.INT. INT.INT. SE C T I O N PL A N PL A N RE: PLAN SE C T I O N PL A N SE C T I O N SE C T I O N PL A N RE: UL DETAIL SE C T I O N PL A N RE: UL DETAIL RE: PLAN SE C T I O N PL A N SE C T I O N PL A N RE: PLAN T.O. CONC. SLAB ON GRADEINTERIOR T.O. CONC. SLAB ON GRADEEXTERIOR EXTERIOR WALL - UNCONDITIONED NOTE: ALL FINISHES PER MATERIAL LEGEND, A2.00s INTERIOR PARTITION WALL FOUNDATION WALL ROOF OVER CONDITIONED SPACE SLOPE (RE: ROOF PLAN) ROOF OVER EXTERIORDROP CEILING - TYP. SLOPE (RE: ROOF PLAN) FIRE WALL @ F-1 TO F1AND F-1 TO S-1FIRE WALL @ F-1 TO B NOTE: UL U419NOTE: UL U415 UL SYSTEM G ROOF OVER UNCONDITIONED EXTERIOR WALL - CONDITIONED NOTE: ALL FINISHES PER MATERIAL LEGEND, A2.00s SLOPE (RE: ROOF PLAN) 1HR WALL @ S-1 MECH 6 MIL POLY BARRIERW/ EDGES TURNED UP AT WALL& SEALED TO CONC. FDN. CONC. SLAB (RE: STRUCT)SLOPE TO DRAIN (RE: PLANS) COMPACTED FILL(RE: SOILS REPORT) GRAVEL FILL W/ PVC SLOTTEDPIPE DRAIN SYSTEM(RE: SOILS REPORT) COMPACTED FILL(RE: SOILS REPORT) GRAVEL FILL(RE: SOILS REPORT) CONC. SLAB (RE: STRUCT)SLOPE TO DRAIN IF REQ (RE: PLANS) F2 F1 W1W3W4 GYP WALL BOARD WD FRAMING(RE: STRUCT) RIGID INSULATION (R-10 MIN.) FINISH(RE: INTERIORS) R1 PLY. SHEATHING(RE: STRUCT) WD ROOF FRAMING(RE: STRUCT) METAL ROOF(RE: ROOF PLAN) R2 CLOSED CELL SPRAY FOAMINSULATION(R-38 MIN.) C1 WOOD FRAMING(RE: STRUCT) CEILING/SOFFIT FINISH(RE: RCP) EXTERIOR METAL SIDING(RE: ELEV) STEEL FRAMING(RE: STRUCT) COMPACTED FILL(RE: STRUCT) DRAINAGE BOARD (RE: WATERPROOFING CONSULTANT) DAMP PROOFING (RE: WATERPROOFING CONSULTANT) CONC. FOUNDATION WALL(RE: STRUCT) CONC. REINFORCEMENTCONC. REINFORCEMENT PLY. SHEATHING(RE: STRUCT) METAL ROOF(RE: ROOF PLAN) WATERPROOFING(RE: WATERPROOFINGCONSULTANT) ROOF FRAMING(RE: STRUCT) CEILING/SOFFIT FINISH(RE: CLIENT) GYP BOARD FASTENING SYSTEM WATERPROOFING(RE: WATERPROOFINGCONSULTANT) WATERPROOFING(RE: WATERPROOFING CONSULTANT) W5 3X 5/8" GYP WALL BOARD 2 1/2" STEEL FRAMING(RE: STRUCT) W6 3X 5/8" GYP WALL BOARD 2 1/2" FIBERGLASS INSULATION 3X 5/8" GYP WALL BOARD 2 1/2" STEEL FRAMING(RE: STRUCT) 1X 1" GYP WALL BOARD 2 1/2" FIBERGLASS INSULATION R3 VENT AS REQ'D STEEL ROOF FRAMING(RE: STRUCT) METAL ROOF(RE: ROOF PLAN) WATERPROOFING(RE: WATERPROOFINGCONSULTANT) W2 EXTERIOR METAL SIDING(RE: ELEV) WD FRAMING(RE: STRUCT) WATERPROOFING(RE: WATERPROOFING CONSULTANT) CLOSED CELL SPRAY FOAMINSULATION (R-20 MIN.) GYP WALL BOARD FINISH(RE: INTERIORS) EXT. SHEATHING(RE: STRUCT) SEALANT AT INT. SILL PLATE FASTENING SYSTEM CLOSED CELL SPRAY FOAMINSULATION (R-20 MIN.) CLOSED CELLSPRAY FOAMINSULATION (R-20 MIN.) W7 GYP WALL BOARD WD FRAMING(RE: STRUCT) FINISH(RE: INTERIORS) 01 01 SHEET NUMBER SHEET TITLE A5.02 TYPICAL DETAILS 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 W1 EXTERIOR PARKING B.O. FOOTING RE: STRUCT GRID DAMP PROOFING AND RIGID INSULATION EXTENDED OVER FOOTING CONT. FOUNDATION DRAIN PRE-FINISHED METAL FLASHINGTO MATCH DOOR FRAMES W2 W1 F1 STORAGE F2 CLOSED CELL SPRAY FOAM INSULATION T.O. CONC. RE: STRUCT SLOPE (RE: PLAN) GRID W3 W1 F1 F2 STORAGE T.O. CONC. RE: STRUCT SLOPE (RE: PLAN) GRID PRE-FINISHED METAL FLASHINGTO MATCH DOOR FRAMES W3 W1 GARAGE F2 T.O. CONC. RE: STRUCT 5% SLOPE GRID R2 R1 W2 C1 CLOSED CELL SPRAYFOAM INSULATION CLOSED CELL SPRAYFOAM INSULATION RE: ROOF PLAN GRID RAKE DETAIL SIMILAR BLOCKING ALLOW FOR AIR FLOW R3 W3 GRIDRE: ROOF PLAN SCALE: 1 1/2"= 1'-0"106''12''18''SCALE: 1 1/2"= 1'-0"506''12''18''SCALE: 1 1/2"= 1'-0"306''12''18'' SCALE: 1 1/2"= 1'-0"206''12''18''SCALE: 1 1/2"= 1'-0"606''12''18''SCALE: 1 1/2"= 1'-0"406''12''18'' SHEET NUMBER SHEET TITLE A6.01 DOOR SCHEDULE - EXTERIOR & INTERIOR 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 ID 101 102 103 105 106 107 ELEV 3'-2" 6'-9" 3' 6'-9" 3' 6'-9" 6'-2" 6'-9" 6'-2" 6'-9" 3'-2" 6'-9" W x H 3'×6'-8"2'-10"×6'-8"2'-10"×6'-8"6'×6'-8"6'×6'-8"3'×6'-8" Material METAL METAL METAL METAL METAL Door Type SWING SWING SWING DOUBLE SWING DOUBLE SWING Notes ACCESSIBLE, 3 HR FIRE RATED ACCESSIBLE ACCESSIBLE, 3 HR FIRE RATED ACCESSIBLE, 3 HR FIRE RATED, AUTOMATIC CLOSER ACCESSIBLE, 3 HR FIRE RATED, AUTOMATIC CLOSER 45 MIN RATED, AUTOMATIC CLOSER ID D101 D102 D103 D104 ELEV 6'-2" 6'-9" 18' 14 ' 3'-2" 6'-9" 3'-2" 6'-9" W x H 6'×6'-8"18'×14'3'×6'-8"3'×6'-8" Material METAL METAL METAL METAL Door Type DOUBLE SWING GARAGE SWING SWING Notes ACCESSIBLE ACCESSIBLE D105 D106 D107 D108 D109 3'-2" 6'-9" 3'-2" 6'-9" 3'-2" 6'-9" 18' 14 ' 3'-2" 6'-9" 3'×6'-8"3'×6'-8"3'×6'-8"18'×14'3'×6'-8" METAL METAL METAL METAL METAL SWING SWING SWING GARAGE SWING ACCESSIBLE ACCESSIBLE ID ELEV W x H Material Door Type Notes 01 01 DOOR & WINDOW NOTES 1) SEE PLAN & ELEVATIONS FOR DOOR/ WINDOW UNIT OPERATION & SWINGS SHEET NUMBER SHEET TITLE A6.02 WINDOW SCHEDULE 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 234 Co Rd 236. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. © 2025 TBD CR 236 234 Co Rd 236 Silt CO 81652 08/13/2024PERMIT 03/12/2025REV 1 03/12/2025 ID W1 W2 W3 W4 ELEV 6' 3'-5" 3' 3'-5" 3' 3'-5" 6' 3'-5" W x H 6'×3'-5"3'×3'-5"3'×3'-5"6'×3'-5" TYPE DOUBLE CASEMENT CASEMENT CASEMENT DOUBLE CASEMENT Custom text 2 01 DOOR & WINDOW NOTES 1) SEE PLAN & ELEVATIONS FOR DOOR/ WINDOW UNIT OPERATION & SWINGS