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Home My WebLink AboutPLANS Remodel 1360 Brook Dr 2020-04-07Page 1 of 1 Date: 4/7/20 Jurisdiction: Estes Park Project: Water Division remodel Site Address: 1360 Brook Dr Permit#: 20-B-00024 Contact Person: Joe Contact Phone: (970) 577-3630 Contact Email: joe@intersticearch.com Construction Type: VB Occupancy Classification: B/S1 Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan she et, detail, specification, or calculation shows the requested information. Cloud and delta all revisions. Submittals received without the written response will be returned. Responses such as “will comply with code” are not adequate. Revised drawings must clearly show code compliance. Plans may be submitted electronically. 2 sets of hard copies will be required once all comments have been adequately addressed. A RESPONSE IN WRITING MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the engineer’s or architect’s “wet” stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or mult i-family projects all sheets of the plans must be stamped as required by the State of Colorado. BUILDING DEPARTMENT COMMENTS: All code references are for the 2015 IBC U.N.O. See attached plans for comments. STRUCTURAL: 1. Provide structural calculations for proposed deck as shown on sheet S1.1 subject to appropriate live load and/or ground snow load. Include calculations for longest span 2x12 deck joist, as well as 4x4 column as specified subject to the largest combined axial loading. Provided calculations are from a version of ENERCALC referencing the 2001 version of the NDS. The 2015 IBC (as adopted by the Town of Estes Park) references the 2015 version of the NDS. This referenced standard has significantly reduced allowable stress values for Southern Pine when compared to older versions. As such, current values listed in the NDS are lower than the actual stress values listed in provided calculation for the deck joist, thus causing an overstress result. Please revise all wood calculations to reference the correct values from the 2015 NDS. Further comments may be forthcoming upon receipt and review of the request ed documents and information. Please refer to page 1 for information and instructions for resubmitting plans. In order to avoid delays please check all requested information is included with the resubmitted plans. Contact Person: Wayne Hellwig SAFEbuilt Colorado 11409 Business Park Circle, Suite: 320 Firestone, CO 80504 303.774.1388 x 111 whellwig@safebuilt.com Revision 1 - 3-27-20.pdf Markup Summary Subject: Cloud+ Page Label: A1 Color: The shop does not appear to meet the requirements for sections C402.1.1 or C402.1.1 of the IECC; therefore, the shop would need to be included in the thermal envelope. This comment stands until I have clear, written direction from the building official. A1 (1) Subject: Cloud+ Page Label: A2 Color: 1/2 of a fixture cannot be provided. Separate facilities are required for each sex. Provide calculations and facilities that satisfy that requirement. IPC 403.2 this comment stand until I have clear, written direction from the building official. A2 (1) Subject: Cloud+ Page Label: A16 Color: 1203.2 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof framing members shall have cross ventilation for each separate space by ventilation openings protected against the entrance of rain and snow. Blocking and bridging shall be arranged so as not to interfere with the movement of air. An airspace of not less than 1 inch shall be provided between the insulation and the roof sheathing. The net free ventilating area shall be not less than 1/150 of the area of the space ventilated. A16 (1) Subject: Cloud+ Page Label: A21 Color: Provide height of the latch. A117.1 905.4 A21 (1) Subject: Cloud+ Page Label: E-2.1 Color: Two exits are required from the office/conference room space. 1004.1.1 The exit signage directs the occupants to only one exit, the main entrance. E-2.1 (1) Subject: Cloud+ Page Label: E-3.1 Color: Provide receptacle outlets perNEC 210.71(B)(1) E-3.1 (1) north Drite buildings. To comply with code and to allow for the future Phase II expansion, new automatic fire sprinkler and automatic fire alarms system are to be installed and sized to accommodate both phases. This work is to be provide on a design-build basis and included in the bid. With these systems, code requirements for fire rated construction and separations are minimal. Refer to the Code Compliance Plan on Sheet A2. The lowest level of the building is classified as Occupancy Group S-1 being a motor vehicle repair garage. The north end of the lowest level includes a parts storage area, a locker room and one office. Welding will not occur inside the shop. Power for welders is located near the overhead doors and welding is to occur outside the building. The shop is semi-conditioned and is not included in the thermal envelope for purposes of IECC compliance. is accessible only b it is not open to sur The exterior of the veneer), new windo insulation will be pr exiting roof trusses structure. Level 2.5 COMcheck envelop Existing utilities (wa building will be serv The existing parkin significantly expand illustrated on Sheet Town staff.The shop does not appear to meet the requirements for sections C402.1.1 or C402.1.1 of the IECC; therefore, the shop would need to be included in the thermal envelope. This comment stands until I have clear, written direction from the building official. duplication of features on other levels, and the potential costs... an accessible route to level 1.5 is not proposed as part of this project. G. PLUMBING FIXTURE REQUIREMENTS (Chapter 29)1. Occupant Load 114 occupants = 57 each gender2. Men’s Restrooms Required Provideda. Toilets 1 per 25 for first 50 + 1 per remaining 50 2.14 2.5b. Urinals 2c. Lavatories 1 per 40 for first 80+ 1 per remaining 80 1.43 2.53. Women’s Restroomsa. Toilets 1 per 25 for first 50 + 1 per remaining 50 2.14 2.5b. Lavatories 1 per 40 for first 80+ 1 per remaining 80 1.43 2.54. Other Fixtures Requireda. Drinking Fountains 1 per 1000 1 2b. Service Sinks 1 35. Other Fixtures Provideda. Various Sinks 5b. Clothes Washing Machine 1c. Emergency Shower 1 ii. Along Brook Drive c. Setbacksi. Front Setback (Arterial) ii. Side Setback iii. Rear Setback d. Maximum Building Height Actual ridge height of 38'-5"± e. Maximum Lot Coverage When phase II is built, covera 5. Procedural Requirementsa. Location & Extent Review b. S1 Special Review K. ENERGY CONSERVATION1. See Building Envelope COMcheck 2. See Mechanical and Exterior & Int Sheet ME-1 1/2 of a fixture cannot be provided. Separate facilities are required for each sex. Provide calculations and facilities that satisfy that requirement. IPC 403.2 this comment stand until I have clear, written direction from the building official. Top of Wall114'-8" 5'-8" Level 2Floor(Main)100'-0" 112'-7" +/-Top of Wall Soffit112'-0" 6'-0" 112'-0"Ceiling 110'-0"Ceiling 109'-0"Soffit Typical Interior Wall8Scale: 3/4" = 1'-0"Level 1 Typical Interior Wall7Scale: 3/4" = 1'-0"Level 1.5 Typical Interior Wall5Scale: 3/4" = 1'-0"Level 2 Typical Interior Wall6Scale: 3/4" = 1'-0"Level 2 Reception201 Entrance200 200.1 F 200.2 N Existing concrete foundation walland floor system Window and Door assemblyRe: Window Schedule on Sheet A18 (2) 2x4 top plates 5/8" gyp bd onboth sides of wall R-15 FG sound batt insulation Wood stud soffit2x4 at 16" oc Acousticalceiling tiles 5/8" gyp bd ceiling R- Light fixtureRe: ElectricalTrack lightingRe: Electrical Acous ceiling Existing concretefloor system Laminate plank flooring HeaderRe: Structural Within existing roof trusses12" Celulose Blown-InInsulation - R3.5/inch = R42 5/8" gyp bdceiling(2) 2x4 top plates Wood stud walls2x4 at 16" oc R-15 FG soundbatt insulation 5/8" gyp bd Window and Door assemblyRe: Window Schedule on Sheet A18 2x4 soffit framing Existing roof trusses Within existing roof trusses12" Celulose Blown-InInsulation - R3.5/inch = R42 Existing roof sheathingrepair or replace as needed 5/8" gyp bd Steel headerRe: Structural Existing exterior wallstructure to remain R30 FG insulation intrusses in this area Roof joistsRe: Structural New standing seammetal roofingover entire roof Ice & dam water shieldcontinuous membraneover entire roof Roof sheathingRe: Structural Decorative pendantlight fixture beyondRe: Electrical Parking Surface 4" thick concrete slab apronRe: Structural 5'-8"5'-0" 4" thick gravel fill Earth back-fill 2" thick R-10 rigid poly insulationunder concrete floor and down 2'-0"foundation wall perimeter 4" thick concrete slab floordropped for recessed walk-off mat thicknessRe: Structural Recessed walk-off mat Laminateplankflooring Polished and sealedconcrete floor with Fascia and rafter connectionRe: Structural Fascia and rafter connectionRe: Structural Hardi-board soffit X9.1 X4.1 Refer to Detail 1/A9for typical fascia andsoffit construction 2x10 sub-fascianot needed at newEntry roof Waterfall SchematicNot to Scale Hardcoat Stucco Finishover ⅝" DensGlas Board ⅝" gypsum board 1 1 R DI V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B 1203.2 Ventilation required. Enclosed attics and enclosedrafter spaces formed where ceilings are applied directly tothe underside of roof framing members shall have crossventilation for each separate space by ventilation openingsprotected against the entrance of rain and snow. Blockingand bridging shall be arranged so as not to interfere withthe movement of air. An airspace of not less than 1 inch shall be provided between the insulation and the roofsheathing. The net free ventilating area shall be not lessthan 1/150 of the area of the space ventilated. 102.1 Metal Lockers 18" W x 24" D x 72" Ton top of 4" base♿♿ W2.1 W2.1 Unisex Accessible Restroom Sign Refer to Signage Notes on Sheet A23 Provide height of the latch. A117.1 905.4 200 201 202 203 204 205 206 207 208 209210 211 212 213 214 215 216 218 250 Two exits arerequired from theoffice/conferenceroom space. 1004.1.1The exit signagedirects the occupantsto only one exit, themain entrance. 202 203 Provide receptacle outlets perNEC 210.71(B)(1) Re v i s i o n 1 - M a r c h 3 1 , 2 0 2 0 Scott Ave TOWN OF ESTES PARK WATER DIVISION 1360 Brook Drive Estes Park, CO 80517 Sheet Index Project Narrative Electronic Documents Graphics Legend Room Name100 100.1 A X#.# # XX.X XXX'-XX" Elevation 12 6 X'-X"XX'-X" X AXX X AXX X AXX X XXX AXX A 1 X T @ 11” = X’-XX” X R @ 7” = X’-XX”up XXXXX Slope Dn AdditionExisting ¼” 1 GRID LINES - typically indicate centerline or exterior edge of structural elements Drawing # Sheet # SECTION AND DETAIL REFERENCES INTERIOR ELEVATION REFERENCES ROOM NAME & NUMBER Refer to Room Finishes Schedule for finishes DOOR NUMBER TAG Refer to Door Schedule WINDOW LETTER TAG Refer to Window Schedule ROOM FINISH TAG Refer to Room Finishes Material List on Sheet A19 EQUIPMENT TAG - Refer to Equipment or Accessories Schedules DEMOLITION TAG - Refer to Demolition Keynotes ELEVATION MARKERS - Relative to Elevation 100'-0" which is typically the Main Level Finish Floor elevation SLOPE INDICATORS - For Elevations/Sections and Plans respectively STAIRWAY RUN - indicates up/down direction, number and dimensions of treads and risers, and overall dimensions CHANGE IN CONDITION WELDED JOINT - Refer to the Manual of Steel Construction for interpretation of standard symbols and notes REVISION CLOUD AND NUMBER - Refer to revision dates listed in the title block below the sheet title Vicinity Map Estes Park, Colorado Not to Scale north 34 34 34 36 7 36 Lake Estes Golf Course Golf Course Estes Park to A l l e n s p a r k to L y o n s to Lo v e l a n d to RM N P to RM N P Fis h C r e e k R o a d Moraine Ave Big Thompson Ave South St Vrain Ave 1360 Brook Dr Project Site ARCHITECTURAL A1 Title Sheet and Project Information A2 Code Analysis and Compliance Plans A3 Demolition Plans and Elevations A4 Level 1 Floor Plan and Details A5 Level 1.5 Floor Plan and Deck A6 Level 2 Floor Plan and Interior Perspectives A7 Level 2.5 Floor Plan, Insulation & Building Envelope A8 Dimensional Floor Plans A9 Roof and Exterior Finish Details A10 Levels 1 and 1.5 Reflected Ceiling Plans A11 Levels 2 and 2.5 Reflected Ceiling Plans A12 North and West Exterior Elevations A13 South and East Exterior Elevations A14 Building Sections A15 Building Sections A16 Wall Sections and Details A17 Stair Sections and Details A18 Window & Door Schedules and Elevations A19 Finishes Schedule, Notes and Details A20 Interior Elevations A21 Interior Elevations A22 Interior Finish Renderings A23 Additional Notes A24 Phase II Schematic A25 Parking Plan and Details SURVEY C1 Existing Conditions Site Survey STRUCTURAL S0.1 Structural General Notes S1.1 Foundation and Framing Plans S1.2 Framing Plans S1.3 Site Retaining Wall S2.1 Structural Details S2.2 Retaining Wall Details PLUMBING PM-1 General Notes and Outline Specifications P-0 General Notes, Legend, Schedules, and Diagrams P-0.1 Sanitary Sewer Piping Diagrams P-1.0 Plumbing Floor Plans - Level 1 and 1.5 Sanitary Sewer and Vent P-1.1 Plumbing Floor Plans - Level 1 and 1.5 Domestic Water and Gas P-1.2 Plumbing Floor Plans - Level 2 and 2.5 Sanitary Sewer and Vent P-1.3 Plumbing Floor Plans - Level 2 and 2.5 Domestic Water and Gas MECHANICAL M-0 Legend, Notes, Index, Control Sequences M-0.1 Schedules M-1.0 Level 1 and 1.5 Mechanical Plans M-1.1 Level 2 and 2.5 Mechanical Plans ELECTRICAL E-0.1 Legend, Notes, and One-Line Diagram E-0.2 Schedules E-2.0 Level 1 and 1.5 Lighting Plan E-2.1 Level 2 and 2.5 Lighting Plan E-3.0 Level 1 and 1.5 Power Plan E-3.1 Level 2 and 2.5 Power Plan ME-1 Mechanical and Electrical IECC Compliance Plan Documents and Resources are available on the project web site… http://www.intersticearch.com/estes-park- water-division/ The existing building at 1360 Brook Drive shall be remodeled inside and out for the Offices and Work Shop for the Estes Park Water Division. This project is Phase I. Phase I is an IEBC Level-3 Alteration to the exiting building and is described in more detail below. Phase II of the project will entail a significant expansion to the shop toward the southeast and some accessory offices on a middle-upper level. Phase II will be approximately 10,500 sf in floor area. Phase II will include a new exterior, public accessible bulk water dispenser to replace the current dispenser on Fourth Street. Phase II will be a pre-engineered steel building system with limited wood framed interior floor system and walls. Sheet A24 of the drawings is provided for informational purposes only, illustrating Phase II schematically. Phase II will also entail the demolition of two existing wood framed accessory buildings immediately southeast of and loosely attached to the existing building. Those buildings are to remain in place with Phase I. These accessory buildings are not included in the Code Analysis on Sheet A2. These buildings have no remodeling, although existing (in poor operation) heating systems are to be removed or temporarily repaired by Town staff. Electrical service to these accessory buildings is to be maintained through extension of power from the main building. The concrete and concrete block walls of the main building provide adequate temporary fire separation between the main building and accessory buildings. To comply with code and to allow for the future Phase II expansion, new automatic fire sprinkler and automatic fire alarms system are to be installed and sized to accommodate both phases. This work is to be provide on a design-build basis and included in the bid. With these systems, code requirements for fire rated construction and separations are minimal. Refer to the Code Compliance Plan on Sheet A2. The lowest level of the building is classified as Occupancy Group S-1 being a motor vehicle repair garage. The north end of the lowest level includes a parts storage area, a locker room and one office. Welding will not occur inside the shop. Power for welders is located near the overhead doors and welding is to occur outside the building. The shop is semi-conditioned and is not included in the thermal envelope for purposes of IECC compliance. 1. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 2. Contractors & subcontractors shall have an Estes Park Business License. 3. Contractors' insurance shall meet State of Colorado C.R.S. requirements - provide a copy of insurance to Owner stating that the Town of Estes Park is additionally insured. 4. The Contractor shall obtain all necessary permits to complete the proposed work and shall comply with all local, state, and federal regulations. 5. All materials and construction shall be completed in accordance with the requirements of the town of Estes Park, Larimer County, and the 2015 IBC. 6. Clean-up of rubbish and debris resulting from work shall be collected regularly from project site and legally disposed of. 7. All weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and exterior openings shall be flashed in a manner to make them weatherproof. 8. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 9. Provide shoring, temporary bracing, barricades, fall protection and other measures as necessary to ensure a safe building construction site. 10. Contractor to verify existing conditions and review discrepancies or inconsistencies of site and drawings with Architect prior to commencing construction. 11. Interior finishes must conform to the governing code for "Class C" classification indicated in “Code Information” item B,3 on Sheet A2 12. Field verify all rough openings and wall widths prior to ordering or fabrication of materials. 13. Asbestos investigation report was performed by Advanced Environmental Consultants of Denver, CO, and indicates the presence of no materials requiring abatement. Refer to report posted on the Architect's website. Any suspicious materials discovered by the Contractor during demolition shall be immediately identified to the Architect and Owner. Bids shall not include cost or allowance for time delays associated with materials abatement. Brook DrAcacia Dr 14. GC provide concrete splash blocks at all downspout locations. 15. Cabinetry and countertops shown in the Laboratory on these drawings are existing and are to be carefully removed from the existing lab at 577 Elm Rd and reinstalled in the new lab by the Contractor. This work is to be conducted as late as possible in the Contractor's schedule so that the lab is out of operation for the shortest period practical. Coordinate schedule with Owner. The existing lab is to be left in as clean and uncluttered condition as possible. Backsplashes are to be reinstalled with continuous beads of caulk where backsplash meets countertop and where backsplash meets wall. Contractor is responsible for jointing and seaming countertops cleanly together is separated during removal or transport. 16. In the new lab, there are some new upper cabinet units to match the existing and they to be provided by Iroquois Hoods of Muskegon, MI (800) 206-0099 as supplier to the GC. Supply and installation of these cabinets is to be included in the bid. See Interior Elevation 16/A21. 17. The Fume Hood from the existing laboratory is also be be relocated into the new lab by Contractor. Sinks and faucets in the new laboratory are to be relocated from the existing lab and reinstalled by Contractor. Refer to Plumbing and Mechanical drawings for additional requirements. 18. GC shall qualify any proposed substitutions at time of bid. 19. Provide accessibility complying with the Americans With Disabilities Act "ADA", ICC/ANSI A117.1, International Building Code Chapter 11, and all local accessibility codes. 20. Portable fire extinguishers in semi-recessed and surfaced-mounted cabinets shall be provided and installed in accordance with the current International Fire Code and Fire Code Standard number 10-1. All portable fire extinguishers shall be 10 lb multi-purpose ABC type, manufactured by JL Industries or approved substitute. See Sheet A2 for locations. Fire extinguishers are to have appropriate signage. Fire Department to verify the locations of all fire extinguishers. Install no more than 48" aff for accessibility. 21. An automatic fire sprinkler system is required for this project. An automatic fire alarm system is required for this project. Manual pull stations are not required. Sprinkler and Fire Alarm contractors are to make required submittal to the Fire Department as well as to the Architect. Both systems shall be provided on a design-build basis to accommodate the future Phase II approx 10,500 sf expansion of the building to the southeast. 22. Provide blocking in all walls as required for door stops, fixtures, accessories, cabinetry and shelving (including shelving by Owner) - verify locations with Architect prior to drywall. Blocking may be either 2x8 Douglas Fir lumber or 8" wide 24 ga galvanized steel strapping may be used at GC's option. 23. Provide submittals/shop drawings to the Architect for the following items and materials. Provide samples for all items marked with asterisk* to the Architect for review and then to the Owner for approval. a. Hardcoat Stucco System* b. Thin Stone Veneer and Natural Colorado Buff Sandstone Caps* c. Aluminum Entrances, Storefronts, Curtainwall and Brake Metal* d. Fiberglass Windows e. Prefinished Metal Roofing, Gutters, and Downspouts* f. Exterior and Interior Glass* g. Doors, Frame and Hardware h. Building Insulation j. Cabinetry, Countertops and Hardware* k. Floor Finishes* m. Paints and Stains including Powder Coating* n. Wall Tile* p. Resilient Base, Flooring, Stair Treads & Trim* q. Acoustical Ceilings* r. Mechanical Systems s. Grills, Registers and Diffusers t. Plumbing Fixtures u. Lighting Fixtures v. Electrical Devices, Plates and Covers w. Automatic Fire Alarm System - with copies to Fire Department x. Automatic Fire Sprinkler System - with copies to Fire Department 24. The work illustrated on these drawings shall not interrupt the operation of surrounding off- site businesses or activities. 25. Permanent building address numerals (and other signs shown) of a contrasting color shall be installed on the west elevation of the building. Location, size, etc to be reviewed and approved by the Fire Authority. See West Elevation on Sheet A12. The next level of the building is designated Level 1.5 on these drawings. Its primary function is as a common Break and Training Room for the Water Division. Level 1.5 includes a new deck addition on the north side of the building. The route across the deck and it's stairs down to grade proved the egress route for this level. Although there is an interior stair connecting Level 1.5 to the lower and upper levels, the interior stair is not considered a component of building egress because it does not lead directly to the exterior. Level 1.5 is not wheelchair accessible. It is well under the 3000 sf area that typically triggers the requirement for an accessible route. "Government Offices" is another trigger for an accessible route. However, Level 1.5 is not accessible to the public, is accessory to other uses, all of it's features are reproduced on accessible levels, and is an existing inaccessible level in this existing building, not requiring an accessible route by the IEBC. The upper level of the building is designated Level 2 on these drawings. It contains the offices, water quality test laboratory, and a conference room. The level is split in elevation with the test lab being two feet higher than the offices. Both of the floor elevations are accessible from grade west of the building. The upper level includes a small addition, a vestibule west of the offices that will provide the primary entrance for the public. The upper level also includes a mechanical platform over the offices along the east wall. This platform is for mechanical equipment only, and is designated level 2.5 on these drawings. Level 2.5 is accessible only by ladder and does not meet the IBC's definition for "mezzanine" because it is not open to surrounding spaces. The exterior of the building is to receive all new finishes (hardcoat stucco and thinstone veneer), new windows, doors, and new roofing over the exiting trussed roof structure. New insulation will be provided at the inside face of the existing upper level CMU walls, within the exiting roof trusses, and on the bottom of the existing double-tee precast concrete floor structure. Level 2.5 and the north end of Level 1 are also included in the thermal envelope. COMcheck envelope certificate and an illustration of the envelope are included on Sheet A7. Existing utilities (water, sewer, gas and electric) are being removed and/or abandoned. The building will be served by all new utility connections and distribution systems within. The existing parking lot, west of the building and useable by the upper Level 2, is to be significantly expanded, requiring new grading and new retaining walls. This site work is illustrated on Sheet A25. A significant portion on the site work is to be self-performed by Town staff. Project Team Town Hall General Info: 170 MacGregor Ave - PO Box 1200 Estes Park, CO 80517 Phone: (970) 586-5331 Chris Eschelman, Water Superintendent: Phone: (970) 577-3630 ceshelman@estes.org Joe Calvin, AIA David Bangs, PE Gary Weeks, PE Pivotal Engineering West 4730 South College Ave, Suite 201 Fort Collins, CO 80525 Office: (970) 225-2422 gary.weeks@weeksinc.com James Amodeo Plumbing and Mechanical Cell: (516) 547-5714 jamodeo@pivotaleng.com Vance Richardson Plumbing and Mechanical Cell: (970) 691-3134 vrichardson@pivotaleng.com Chris Weaver Electrical Cell: (970) 581-6224 cweaver@pivotaleng.com 1520 Raven Court, Unit E PO Box 1555 Estes Park, CO 80517 Cell: (970) 420-8264 joe@intersticearch.com 1191 Woodstock Ave Estes Park, CO 80517 Office: (970) 308-8221 dbangs@trailridgece.com OWNER AND CLIENT ARCHITECT SURVEYING STRUCTURAL ENGINEER PLUMBING, MECHANICAL, AND ELECTRICAL ENGINEERS Town of Estes Park Working by and through its Water Enterprise Interstice Architectural Studio, LLC Trail Ridge Consulting Engineers Weeks and Associates west General Notes Existing Walls and Areas to Remain Existing Walls and Areas to Demolished Existing Floor to be Saw-Cut New Areas of Construction New Framed Walls Furniture and Equipment by Owner 1 1 March 27, 2020 3/27/20 Sheet Number A1 Joseph E Calvin Date Sheet Title Title Sheet and Project Information January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC from Mechanical 2 General Notes Code Compliance - Level 1 Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 Code Compliance - Level 1.5 Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 Code Compliance - Level 2 Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 Code Comp - Level 2.5 Scale: 1/8" = 1'-0" FE C FE FE C FE C FE C FE C FE C FE C 1 1 2 21 15 20 3 4'-6" 3' - 4 " 3' - 4 " 4'-0" 4'-0" 4' - 0 " 2 15 23 14 50 91' - 0 " Max O v e r a l l D i a g o n a l 32 ' - 0 " Do o r t o D o o r APPLICABLE CODES 2015 International Building Code 2015 International Mechanical Code 2015 International Fire Code 2015 International Plumbing Code 2015 International Existing Building Code 2017 National Electric Code 2017 ICC/ANSI A117.1 Accessible and Useable Buildings and Facilities A. OCCUPANCY CLASSIFICATION 1. Occupancy Groups and Separations a. Group B Business Occupancy Civic Administration Laboratories, Testing and Research Training b. Group S-1 Mod Hazard Storage Motor-vehicle repair garage c. Separation (Table 508.4) No Separation Requirement 2. Building Areas, Uses and Occupant Load Occupant Occupant a. Lower Level 1 Use Area Load Factor Load i. Shop Shop 2468 sf 200 sf/ 13 ii. Parts Storage Warehouse 490 sf 500 sf/ 1 iii. Locker Locker Room 60 sf 50 sf/ 2 iv. Office Business Area 75 sf 100 sf/ 1 v.Restroom, Circulation 107 sf 0 vi. Lower Level Total 3200 sf 17 b. Break Room Level 1.5 i. Break Room Assembly 320 sf 15 sf/ 21 ii. Exterior Deck Assembly 273 sf 15 sf/ 15 ii. Dressing 55 sf 50 sf/ 2 iii.Restrooms, Hallway 231 sf 0 iv. Break Room Level 1.5 Total 822 sf (excl deck) 38 c. Upper Level 2 i. Offices Business Area 2843 sf 100 sf/ 29 ii. Conference Assembly 392 sf 15 sf/ 27 iv.Restrooms ________ _135 sf ___ _0 v. Upper Level 2 Total 3370 sf 56 d Mechanical Platform 706 sf 300 sf/ 3 e. Total Area and Occupant Load 8098 sf 114 f. Exterior Decks (not incl in area totals) 277 sf 3. Special Requirements based on Occupancy a. Motor Vehicle Related Occupancies (Section 406) i. Repair Garages (406.8) 1) Mixed Use - separation not required (reference 508.1) 2) Mechanical ventilation required - controls at entrance 3) Existing concrete floor surface complies 4) Heating equipment - hydrogen or non-odorized LNG are not allowed in this building B. CONSTRUCTION TYPE 1. Construction Type Type V-B Wood trusses in existing roof 2. Assembly Requirements (IBC Tables 601 & 602) a. Primary Structural Frame Non-rated b. Exterior Bearing Walls Non-rated c. Interior Bearing Walls Non-rated E. EGRESS (continued) c. Upper Level i. Two exists required and provided ii. Separation is to be maximum 1/3 of the overall diagonal dimension in building with automatic sprinkler (1007.1.1) Distance between doors =32'-0"> 1 Overall diagonal dimension 91'-0" 3 2. Exit signs Required - re: Electrical 3. Emergency Lighting Required - re: Electrical F. EXISTING BUILDING CODE 1. Classification “Alternation Level 3” 2. Work Area Essentially the entire building 3. Alteration Level 1 Requirements (IEBC Chapter 7) a. No significant requirements or exceptions 4. Alteration Level 2 Requirements (IEBC Chapter 8) a. No significant requirements or exceptions 5 Alteration Level 3 Requirements (IEBC Chapter 9) a. No significant requirements or exceptions 6. Accessibility for Existing Buildings (Section 305) a. Access Route to Break Room Level 1.5 - The question as to whether level 1.5 is a primary function or not affects interpretation of IEBC Section 305.6 and 305.7. The features of level 1.5 include restrooms, limited kitchen, meeting/dining area and access to an outdoor deck. With the exception of the deck, these features are also provided on accessible levels of the building. The cost of ramps or mechanical lifts would likely exceed 20% of the cost of remodeling level 1.5. Given the small floor area, the existing condition, the fact that an accessible route would not be required if this were not a government building, the duplication of features on other levels, and the potential costs... an accessible route to level 1.5 is not proposed as part of this project. G. PLUMBING FIXTURE REQUIREMENTS (Chapter 29) 1. Occupant Load 114 occupants = 57 each gender 2. Men’s Restrooms Required Provided a. Toilets 1 per 25 for first 50 + 1 per remaining 50 2.14 2.5 b. Urinals 2 c. Lavatories 1 per 40 for first 80 + 1 per remaining 80 1.43 2.5 3. Women’s Restrooms a. Toilets 1 per 25 for first 50 + 1 per remaining 50 2.14 2.5 b. Lavatories 1 per 40 for first 80 + 1 per remaining 80 1.43 2.5 4. Other Fixtures Required a. Drinking Fountains 1 per 1000 1 2 b. Service Sinks 1 3 5. Other Fixtures Provided a. Various Sinks 5 b. Clothes Washing Machine 1 c. Emergency Shower 1 Code Analysis B. CONSTRUCTION TYPE (continued) d. Exterior Nonbearing Walls Non-rated e. Interior Partitions Non-rated f. Floor Construction Non-rated g. Roof Construction Non-rated 3. Interior Finishes (Chapter 8) All spaces this project - Interior stairways are not egress components a. Min Classification C b. Maximum Flame Spread 200 c. Maximum Smoke Development 450 C. ALLOWABLE HEIGHT AND FLOOR AREA 1. Allowable Height (Table 504.3) 40'-0" > actual 38'-5"± 2. Allowable Number of Stories (Table 504.4) a. Group B 3 = actual 3 (sprinklered) b. Group S-1 2 > actual first floor only 3. Allowable Floor Area (Table 506.2) a. Group B 27000 sf (sprinkler multi-story) b. Group S-1 27000 sf (sprinkler multi-story) c. Tabular Allowable Area 27000 sf (sprinkler multi-story) d. Frontage Increase Not taken e. Total Allowable Area 27000 sf > 8098 sf actual D. FIRE PROTECTION SYSTEMS 1. Automatic Fire Sprinkler System a. Group B Not required b. Group S-1 Required where commercial vehicles are serviced and fire area > 5000 sf (903.2.9.1, #4) c. Conclusion - Automatic Fire Sprinkler System is provided to... i. Eliminate need for fire-rated assemblies between occupancies otherwise required per D,1,b above ii. Allow 3 stories for Group B occupancy iii. Allow upper level exit separation to comply per E,1,c,ii below iv. Allow for Phase II expansion without fire ratings v. Allow for Phase III expansion within Allowable Floor Area 2. Standpipe System Not Required - height < 30' floor-to-floor 3. Portable Fire Extinguishers Required a. Maximum Travel Distance 75'-0" 4. Fire Alarm, Detection and Monitoring Required in association with Automatic Sprinkler System a. Manual Pull Stations Not Required E. EGRESS 1. Number of Exits and Arrangement a. Lower Level Existing exits are adequate b. Break Room Level 1.5 i. Occupant Load of 38 requires 1 exit (Table 1006.2.1) ii. Interior stairways do not lead directly to exits iii. New exterior exit stair provided G. PLUMBING FIXTURE REQUIREMENTS (continued) (Chapter 29) d. Break Room Coffee Machine 1 e. Recirculating Water Fall 1 5. Gender-separated facilitates (2902.2) Required 6. Unisex / Assisted Use Restroom Not required The restroom provided on the lowest level of the building is unisex explaining the X.5 fixture in the provided column above. H. ACCESSIBILITY 1. Multi-story Buildings (Section 1104.4) a. Break Room Level 1.5 is not connected to an accessible route. IEBC Section 1104.4 exception 1 typically allows building levels < 3000 sf in area without accessible route connection. However, this exception does not typically apply to government buildings. Given that this is an existing building, see item F,6,a above b. Accessible route is not required to the upper level mechanical platform (1104.4 exception 4) 2. Sheet A2 illustrates clearances required at routes, doors and landings. J. ESTES VALLEY DEVELOPMENT CODE 1. Zoning District I - Restricted Industrial 2. Lot Area 5.599 Acres 3. Permitted Uses (Table 4-4) Government Facilities Utilities, Minor Utilities, Major - see J,6,b 4. Density and Dimensional Standards (Table 4-5) a. Minimum Lot Area 15000 sf (0.344 acres) b. Minimum Lot Width i. Along Fish Creek 200 feet ii. Along Brook Drive 50 feet c. Setbacks i. Front Setback (Arterial) 25 feet ii. Side Setback 10 feet iii. Rear Setback 10 feet d. Maximum Building Height 30 feet Actual ridge height of 38'-5"± is existing condition e. Maximum Lot Coverage 80% When phase II is built, coverage will be approx 5.5% 5. Procedural Requirements a. Location & Extent Review Required b. S1 Special Review Required if use is considered "Utility, Major" K. ENERGY CONSERVATION 1. See Building Envelope COMcheck document on Sheet A7 2. See Mechanical and Exterior & Interior Lighting COMcheck documents on Sheet ME-1 Accessible Clearance1Not to Scale 1. Refer to the Door Schedule on Sheet A18 for fire-rating requirements for doors. 2. All gypsum wallboard used in fire-rated wall and ceiling assemblies shall be listed 5/8" Type-X. 3. All finish materials shall meet the following flame spread requirements per the IBC -- See Code Analysis, Item B,3. 4. See plans below for fire extinguisher locations. Refer to General Note #20 on Sheet A1 for product info. Verify quantity and locations with Fire Authority. 13 These stairs are not Egress comliant 3 27 9 ♿♿ ♿ ♿ ♿ These stairs are not Egress comliant 1 1 March 27, 2020 3/27/20 Sheet Number A2 Joseph E Calvin Date Sheet Title Code Analysis and Compliance Plans January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 26.1 8.10 above above 10.2 12.1 22.5 DIVISION 2 - EXISTING CONDITIONS 2.1 Maintain existing wood framed buildings for storage - maintain electrical power and lighting within and reconnect to new service - remove all existing heating units and associated piping - cap and seal any waste piping DIVISION 3 - CONCRETE 3.1 Sawcut trench in slab on grade to allow for installation of new plumbing - coordinate location and width with Plumbing Contractor - verify dimensions shown with Plumbing Contractor - refer to detail 6/A17 for patching 3.2 Sawcut opening in double-tee concrete floor structure for new stairway opening - refer to Structural - verify opening does not interfere with double-tee webs - multiple incremental opening cuts may be required for safe removal of materials to be determined by GC 3.3 Patch concrete overhead door header - refer to Structural 3.4 Core drill concrete slab and prepare for installation of new bollard per detail 3/A15 3.5 Sawcut opening in slab on grade for new pad - refer to Structural for dimensions - refer to detail 6/A17 for patching DIVISION 4 - MASONRY 4.1 Remove two courses of CMU above existing door opening and install new steel angles header - re: Structural DIVISION 6 - WOOD AND PLASTICS 6.1 Remove existing wood framed walls extent shown including all electrical back to panel, sheathing, plumbing, etc. - remove anchors and patch floor slabs 6.2 Take care to maintain existing wood beam and supporting post 6.3 Maintain existing load-bearing wall - remove existing gyp bd and paneling and prepare for new finishes 6.4 Maintain existing floor structure (faming, decking, etc.) - remove ceiling board, electrical, mechanical, etc. 6.5 Remove portion of floor structure (extent shown) and existing stair, stair railing and mezzanine edge railing - provide temporary support and safety measures 6.6 Remove existing upper level mezzanine floor structures, supports, stairways etc. including all associated plumbing, mechanical and electrical 6.7 Remove existing fascia and portion of roof sheathing to allow for extension of new roof construction to cover new wall and concrete ledge below. 6.8 Remove steps 6.9 Remove existing cabinets, work surfaces and associated electrical 6.10 Remove interior wood siding (and any sheathing behind) at walls and ceiling, and prepare assemblies for new cavity insulation DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.1 Remove existing metal roofing and underlayment - prepare roof sheathing for new Ice & Water Shield and new standing seam metal roofing panels 7.2 Remove existing gutters - examine fascia for defects and determine viability to maintain or remove for replacement 7.3 Remove all downspouts 7.4 Examine fascia for defects and determine viability to maintain or remove for replacement DIVISION 8 - OPENINGS 8.1 Remove existing man door and prepare opening for new man door 8.2 Remove existing overhead door, wood jambs & headers, and prepare opening for new overhead door. Refer to details 2&3/A13 for new trim installation 8.3 Remove existing overhead door and prepare opening for new storefront glazing 8.4 Remove existing man door and prepare opening to be infilled with new wall framing, insulation, sheathing, etc. 8.5 Create opening in CMU wall for future (Phase II) man door and new (Phase I) window - size for future door - infill with new wall framing, insulation, sheathing, etc. 8.6 Remove existing interior door and dispose 8.7 Remove existing window and prepare opening for new window 8.8 Remove existing window and prepare opening for new glass block and infill with new framing, insulation, sheathing, etc. 8.9 Remove existing window and prepare opening to be infilled with new wall framing, insulation, sheathing, etc. 8.10 Remove existing interior window 8.11 Remove existing interior window and wall below creating opening for new door - replace header and king & trimmer studs with new - refer to Structural 8.12 Remove existing interior window and prepare opening for new infill framing and wall finishes DIVISION 9 - FINISHES 9.1 Remove all interior finishes including but not limited to: carpet, tile, resilient flooring, base, wood paneling, trim, shelving, etc 9.2 Maintain existing drywall ceiling - patch ceiling where current space dividing walls are removed - patch ceiling where vent piping, plumbing, flue pies, structural supports and other items are removed 9.3 Remove existing attic access panel and patch ceiling drywall DIVISION 10 - SPECIALTIES 10.1 Remove all existing restroom accessories including dispenser and mirrors 10.2 Remove all wood shelving racks 10.3 Remove existing wall mirrors DIVISION 11 - EQUIPMENT 11.1 Completely remove air compressor and return to Owner 11.2 Remove fire extinguishers and return to Owner - If in good working order, existing extinguishers may be used on site during construction DIVISION 12 - FURNISHINGS 12.1 Remove and discard all existing furniture DIVISION 22 - PLUMBING 22.1 Remove all existing plumbing fixtures and dispose - remove water supply and waste lines full extent to grade or slab-on-grade - patch floor slabs smoothly with concrete - patch penetrations in floor sheathing and walls to remain - remove vents and patch ceilings and roof sheathing. 22.2 Remove existing water heater and all associated plumbing and ventilation - smoothly patch assemblies with matching materials 22.3 Drill openings for plumbing penetrations through double-tee concrete floor structure - verify locations and sizes with Plumbing Contractor - additional locations may be required by Plumbing Contractor and are to be included in bid - verify locations do not interfere with double-tee webs - refer to detail 3/A14 for treatment of penetration 22.4 Sawcut to create 1'-3½" x 1'-3½" opening in double-tee concrete floor structure - verify locations and size with Plumbing Contractor - verify no interference with double-tee webs - refer to detail 3/A14 for treatment of penetration 22.5 Remove existing natural gas service and piping 22.6 Remove exiting remote gas meter - excavate and replace piping between existing meter location and building - prepare for new meter/regulator assembly against building - refer to Plumbing 22.7 Core drill opening in concrete wall for Fire Department Connection - refer to Plumbing and coordinate with Fire Sprinkler Contractor DIVISION 23 - MECHANICAL 23.1 Sawcut to create rectangular opening in double-tee concrete floor structure (size shown) - verify location and size with Mechanical Contractor - verify no interference with double-tee webs - notify architect of any additional openings required larger than 12" square - refer to detail 3/A14 for treatment of penetration 23.2 Remove existing unit heater including flues, piping, supports and controls - patch any penetrations in existing materials to remain 23.3 Remove existing wall heater below window including piping - patch penetrations through wall with concrete or masonry 23.4 Remove furnace and associated ducts, piping, vents, controls, etc. - patch penetrations and surfaces and roof sheathing to remain 23.5 Remove radiant tube heater, piping, vents, controls, supports, etc. - patch penetrations at surfaces and roof sheathing to remain 23.6 Create opening in concrete wall for new ventilation - dimensions shown are approximate - refer to Mechanical and Structural 23.7 Create opening in wood siding for new attic ventilation grille - do not damage trusses DIVISION 26 - ELECTRICAL 26.1 Remove all existing interior and exterior lighting, all power, all data & signal devises & components, all conduits, all electric heating, and entire electrical service - locations key noted on plans and otherwise - typical 26.2 Remove overhead electrical service back to remote utility pole and transformer 26.3 Remove floor electrical box and patch slab 26.4 Remove ceiling fans, electrical, controls, etc. DIVISION 32 - SITE AND EXTERIOR 32.1 Sawcut existing concrete apron and trench for new sewer service - re: Plumbing - extend to sewer service in street - maintain min 10'-0" clearance to water service - follow district standards for pipe placement, bedding, cleanouts, etc. - backfill, compact, and patch concrete per detail 6/A17 similar 32.2 Sawcut existing concrete apron and trench for new water service - re: Plumbing - extend from water service meter pit - Contractor is responsible for piping from 5'-0" outside the building envelope inward including forking of domestic water from fire line - backfill, compact, and patch concrete per detail 6/A17 similar 32.3 Sawcut exiting concrete apron and trench for new electrical service from transformer to building - backfill, compact, and patch concrete per detail 6/A17 similar 32.4 Remove precast concrete barrier blocks and coordinate relocation (on site or off site) with Owner 32.5 Clear site within 50 feet of building of weeds including within concrete apron to remain 32.6 Sawcut existing apron for new pad for Electrical and Mechanical equipment. Coordinate locations and dimensions with subcontractors General Notes Demolition Key Demolition Floor Plans Scale: 3/32" = 1'-0"plan 0 4 8 12 16 20 Level 1 Level 1.5 Level 2 Level 2.5 Demolition - East Elevation Scale: 3/32" = 1'-0" 0 4 8 12 16 20 Demolition - West Elevation Scale: 3/32" = 1'-0" 0 4 8 12 16 20 Demolition - South Elevation Scale: 3/32" = 1'-0" 0 4 8 12 16 20 Demolition - North Elevation Scale: 3/32" = 1'-0" 0 4 8 12 16 20 1. Provide temporary structural support for existing roof and floor structure where existing structural elements are to be demolished or modified. 2. Provide temporary building and site barricades and fall protection where and when necessary. 3. Provide temporary enclosure for security and weather resistance. 4. Asbestos abatement procedure shall be fully completed and signed off before any work may proceed by GC. 5. Refer to Plumbing, Mechanical, and Electrical Drawings for additional demolition requirements. 6. The Contractor shall be responsible for legally disposing of all removed items and materials not to be reused or returned to the Owner. 7. Contractor shall protect all adjacent improvements/properties from damage and erosion. Any disturbed areas shall be restored to a minimum of their original condition. 8. Materials noted as to be demolished and/or removed are to be stored within bounds of construction site and carefully sorted into applicable bins for recycling and/or otherwise removed and legally disposed of. Recycle items included but not limited to the following: drywall, copper wiring and piping, steel, aluminum, asphalt, concrete, and wood. 9. Conditions depicted on these drawings have been compiled from available information and must be verified with on-site conditions. Notify Architect of any discrepancies between these drawings and the actual conditions. Beginning of work by Contractors indicates acceptance of all readily visible existing conditions. 10. Coordinate all utility shut-off, security, and temporary weather protection with the Owner. Maintain access to non-work areas on the site. 11. Contractor shall clean-up work premises each day and thoroughly clean at completion of work. 12. Coordinate demolition between trades and between different divisions of the Demolition Key Notes to the right. Examples include... a. Sawcutting of openings through the double-tee floor structure may be noted by key notes in Divisions 22 and and 23 in addition to notes in Division 3. b. Removal of electrical, data and signal devices and conduits may be required in association with demolition of walls, cabinetry, etc. c. Patching of concrete, masonry, wood and drywall construction may be associated with the removal of plumbing, mechanical and electrical items. d. Other items in the keynotes requiring demolition 13. The attic shall be accessed and existing roof insulation if any shall be identified and assessed by an insulation sub contractor. If in good condition the insulation can be left in place and additional insulation added to achieve R-value as required by Building Envelope Drawings on Sheet A7. If the existing insulation requires removal, this shall be done by change order. For bidding purposes, the amount of insulation required in the roof shall be based on the assumption that existing insulation is not present or that it does not significantly contribute to the required R-value. 4'-11"4'-10"7'-9"15'-3½" 7'-1" 1' - 6 ½" 7'-6½"13'-0½" 3' - 4 " 18 ' - 4 " 12'-9" 2' - 4 " 6'-1¾"7'-1"16'-2½"1'-9½" 1' - 9 ½" 14 ' - 1 1 ¼" 10 ¾" 3' - 2 ½" 5' - 0 " 3' - 1 ½" 4' - 6 " 1' - 9 ½"6'-1¾" 1'-3½" 3' - 6 ½" 4' - 6 ½" 5' - 4 ¼" 5' - 4 ¼" 6' - 3 " 5' - 9 ½" 5'-10½" 5'-3"7'-2½" 1' - 0 " 2'-0" 18'-1" 10 " 10 " 3'-0"2" 2" 2" 2" 1' - 3 ½" 2'-0"8" 3' - 0 " 4' - 0 " 8.38.38.38.3 8.48.48.4 8.1 8.2 8.2 8.2 8.8 8.8 8.7 8.7 8.7 8.7 8.7 8.7 8.7 8.78.1 8.9 8.9 8.98.5 8.78.78.7 8.7 8.7 8.7 8.7 8.1 8.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 7.4 7.1 7.1 26.1 26.1 26.1 26.1 7.2 6.7 7.2 7.2 26.2 3.1 23.6 26.1 32.4 22.6 7.3 23.3 22.5 22.7 23.2 22.1 6.1 8.6 7.3 23.2 6.5 6.5 6.4 26.1 26.1 26.1 26.1 23.2 6.1 22.2 10.2 26.1 26.1 3.3 7.3 26.2 3"1¾" 1'-4¾" 1'-7¾" 1¾" 7' - 6 ¼" 7' - 5 ½" 17 ' - 5 ½" 17 ' - 5 ¾" 4'-4½"18'-4½"15'-11" 36 ' - 1 ¼" 12'-0¼"26'-7¾" 3½" 16'-6½"22'-1½" 23'-6¼"15'-1¾" 15 ' - 1 0 " 1'-3½" 14'-0"24'-8"5' - 5 " 8' - 6 ½" 16 ' - 6 ½" 7' - 5 ½" 8.78.7 8.78.1 8.7 14'-7½"24'-0½" 1¾" 8.7 8.7 8.7 8.7 8.7 8.7 3'-10" 8.8 8.8 8.2 8.2 8.2 3.4 3.4 3.4 3.4 3.4 3.4 8.1 23.3 32.3 32.1 32.2 22.7 23.6 32.1 26.1 32.5 8.1 8.7 32.5 32.5 32.5 32.5 8.1 8.1 11.1 3.1 26.1 6.9 10.2 6.1 3.4 6.5 11.2 8.6 8.6 22.1 9.1 10.1 3.1 3.1 10.2 6.1 8.6 9.1 6.1 9.1 10.2 8.6 26.3 6.1 6.2 6.1 3.1 9.16.4 9.2 3.1 8.11 6.3 23.1 10.2 10.2 22.322.3 26.1 26.1 26.1 8.10 8.6 6.1 8.3 22.1 26.1 8.1 8.3 8.4 8.3 22.1 8.4 8.3 8.4 26.1 22.6 23.1 8.9 8.98.9 8.5 22.3 22.3 22.36.1 10.3 10.310.2 10.2 10.2 10.2 6.1 6.9 6.9 6.1 10.2 6.1 above 6.6 26.1 6.6 26.1 22.3 6.1 3.2 6.1 6.8 8.6 22.4 22.1 10.1 8.6 6.10 26.1 8.12 4.1 10.2 26.1 6.6 23.5 23.2 9.3 8.3 8.3 9.2 9.2 9.2 9.2 26.1 26.1 26.1 26.1 9.3 6.1 6.1 8.6 6.1 8.10 6.1 6.6 6.6 26.4 23.2 10.2 23.4 9.1 9.2 6.7 7.1 23.7 23.7 4'-10" 3.5 3/27/20 Sheet Number A3 Joseph E Calvin Date Sheet Title Demolition Plans and Elevations January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1 A15 1 A15 1 A14 1 A14 2 A14 2 A15 2 A14 2 A15 2'-0" Level 1 - Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 General Notes Level 1 - Patio Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Shop100 Locker Room101 Restroom102 Parts Room103 Ofﬁce104 Existing Patio 104.1 104.2 102.1 101.1 103.1 103.2 100.1 100.2 100.3 100.4 100.5 105.1 A A A A AAA 1 A21 2 A21 18"W x 24"D x 72"T (9) Lockers 18"W x 24"D x 72"T (7) Lockers Bench 96"W x 12"D x 18"T (4) coat hooks top at 48" aff (3) coat hooks top at 48" aff W D 30" W Open Shelving by Owner St a i r s U p (1 4 ) T & ( 1 5 ) R Stairs Up (6) Bollards Re: Detail 3/A15 8'-0" x 2'-0" x 34" tall workbench with (1) duplex outlet and (1) data port with 4x8 pegboard above Re: Detail 2/A4 (3) 8'-0" x 2'-0" x 42" tall workbenches with (1) duplex outlet with 4x8 pegboard above Re: Detail 1/A4 (3) 8'-0" x 2'-0" x 42" tall workbenches with (1) duplex outlet and (1) data port with 4x8 pegboard above Re: Detail 1/A4 Air compressor 5hp 220v by Owner (1) 220v outlet and (2) 110v duplex outlets and (1) additional 220v outlet Re: Electrical 1. All work shall comply with governing codes for construction and universal accessibility including the 2015 IBC, 2009 ICC/ANSI A117.1 Accessibility Guidelines, and the Americans with Disabilities Act (ADA). 2. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 3. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 4. Interior Finishes must conform to IBC Chapter 8 requirements for minimum "Class C" having maximum flame spread of 200 and maximum smoke development of 450. 5. All interior walls to be framed to structure above except where otherwise noted. 6. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 7. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean and provide backer rod where needed. 8. Fire Authority to verify location of fire extinguishers. Shown on drawings as "FE" or "FEC". Refer to General Note #20 on Sheet A1 for additional requirements. 9. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. Alternately 8" wide galvanized steel 24 ga plates and/or strapping may be used. 10. Provide sound batt insulation at all restrooms, offices, conference rooms, mechanical room walls -- typical. Install thermal batt insulation at all furring locations shown at exterior walls on plan. 11. Slope slabs toward floor drains -- Re: Structural. 84'-0" 84'-0" 84'-0" 84'-0" 42" Tall Workbench1Not to Scale 34" Tall Workbench2Not to Scale 4'-0" x 8'-0" pegboard screwed into (4) 2x2 vertical furring strips anchor bolted into wall behind Duplex outlet and data port Re: Electrical (2) layers of 3/4" marine grade plywood Typical 2x4 treated framing screwed together with #8 x 2½" construction screws minimum (2) per connection 2'-0" 8'-0" 2'- 1 0 " Open spaces below 2'-0"8'-0" 3'- 6 " 4'-0" x 8'-0" pegboard screwed into (4) 2x2 vertical furring strips anchor bolted into wall behind Duplex outlet only -or- Duplex outlet and data port Re: Electrical (2) layers of 3/4" marine grade plywood 3/4" treated plywood shelf 1'-0" x 8'-0" and approx 18" above floor Keep face of 2x4 back 2" from front edge of top Keep face of 2x4 back 2" from front edge of topTypical 2x4 treated framing screwed together with #8 x 2½" construction screws minimum (2) per connection 106.1 8 A16 Typ FEC FE C 1 A17 84'-3" 84'-0" Knox Box 2 A5 103.3 (1) 220v outlet and (2) 110v duplex outlets Re: Electrical 7' - 2 " + / - 9'-2" +/- 9" 6'-8" 4' - 8 " Concrete pad for stacked HVAC condenser units Re: Mechanical Bollards - typical Re: Detail 3/A15 Transformer Re: Electrical Fire Riser Concrete pad for transformer Re: Electrical Bollards - typical Re: Detail 3/A15 Bollards - typical Re: Detail 3/A15 Meter, Disconnect, and CT Cabinet Re: Electrical Storage105 Stairs106 1' - 7 1 / 4 " 6" 105.11'-6" Shelving at depths shown Re: Stair Section 1/A17 for construction detail 3 456 3 A4 4 A4 5 A4 6 A4 Locker Room 101 looking East Locker Room 101 looking WestOfﬁce 104Shop 100 (3) Panels Re: Electrical ♿♿ ♿ Mechanical ventilation equipment Re: Structural, Mechanical, and Architectural Demolition Keynote 23.6 Existing Property Line F3.1 F1.0 F1.0 F4.1 F3.1 F1.0 F3.1 F1.0 F1.0 F0.0 F7.2 F1.0 F1.0 F0.0 F1.0 F0.0 Galvanized steel pegboard Knape & Vogt, Wall Control, or similar Galvanized steel pegboard Knape & Vogt, Wall Control, or similar W2.1 W2.1 F3.1 C2.1 W2.1 W2.1 W2.1 W2.1 F1.0 C1.0 W2.1 W2.1 W2.1 W4.1 W2.1 F4.1 W2.1 W2.1 W2.1 4" thick concrete pad with #4 around perimeter thickened edge 6x6 W2.1xW2.1 WWF 4" thick concrete pad with #4 around perimeter thickened edge 6x6 W2.1xW2.1 WWF overall dimensions to be determined by Utility purveyor Concrete pad for transformer Re: Electrical 4" thick concrete pad with #4 around perimeter thickened edge 6x6 W2.1xW2.1 WWF overall dimensions to be determined by Utility purveyor Concrete Stair 3D7Not to Scale 7 A4 2'-9"5'-2¼" 4' - 5 ½" 4'-3 ¾" 3 A21 Fire Department connection C2.1 C2.1 1 Bench 42"W x 24"D x 17½" with (4) pedestals Installed immediately against the south wall 1 1 36"x30" white board Lavatory - re: Plumbing 1 1 1 March 27, 2020 3/27/20 Sheet Number A4 Joseph E Calvin Date Sheet Title Level 1 Floor Plan and Details January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1 A15 1 A15 1 A14 1 A14 2 A14 2 A15 2 A14 2 A15 1 A17 2 A17 Drill concrete and epoxy steel handrail min 2" deep Level 1.5 - Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Level 1.5 - Deck Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Hallway150 Janitor151 Women's RR153 Men's RR152 Training Room154 Open to Shop Below Deck Training Room 154 Training Room 154 Janitor 151Hallway 150 152.1 153.1 155.1 154.1 154.1 BB B B B B B 5 A21 6 A21 Mop sink and (3) broom hooks 36" Refg Stairs Up (16)T & (17) R St a i r s D o w n (1 4 ) T & ( 1 5 ) R Convection microwave MW MW TV Stairs Down Power and data in floor below each table 92'-5" 92'-5" FE C FEC Shelving by Owner 4 A21 Mechanical155 7 A16 Typ Deck Dimensional Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Deck Stair Sections2Scale: 1/2" = 1'-0" (9) Treads at 11" = 8'-3"(4) Treads at 11" = 3'-8" (1 0 ) R i s e r s a t 7 " = 5 ' - 1 0 " (4 ) R i s e r s a t 7 " = 2 ' - 4 " 11'-11" 8' - 2 " 84'-3" Top of Slab 92'-5" Level 1.5 Floor 92'-5" 84'-3" Picnic Tables by Owner Propane Grill by Owner 1 A5 2 A5 Deck Ledger Detail1Scale: 3/4" = 1'-0" Refer to General Notes on Sheet A4 Deck Corner Post Detail3Not to Scale 4 567 4 A5 5 A5 6 A5 7 A5 10'-2½"1½" 10'-4" 5' - 0 " 3" 3" 9' - 9 " 15 ' - 0 " 8'-1½"5'-1½" +/- 3"1½" (2) 3/8" dia thru-bolts countersink heads into rim (2) 3/8" dia thru-bolts countersink heads into rim 2x treated rim Re: Structural 2x treated deck joists Re: Structural (2) 2x treated rim Re: Structural 4x4 treated posts continuous from top of peir to top of railing Re: Structural 146° +/- Property Line 1' - 0 " Property Line F7.2 F4.1 F4.1 X8.1 F4.1 X8.1 Existing retaining wall to remain 92'-5" TO Deck Treated 2x12 ledger (2) 1/2" x 6" galv expansion anchors at 16" oc Treated 2x12 joists Composite deckingRun continuous strip of ice & water shield on top of each joist and below decking Verify deck connection with Sctructural Fire Riser and chase 48" x 36" bulletin board by Owner (4) coat hooks W2.1 W2.1 F7.2F4.1 W2.1 F4.1 W2.1 W2.1 C3.1C2.1 W2.1 F4.1 W2.1W2.1 F4.1 C3.1C2.1 3 A5 6" 6" 6" 1'-0" 2'-3½"2'-9"5'-0" +/- Verify in Field 11" 7" 1'-0"3' - 0 " 3' - 6 " m i n 3' - 0 " 11" 7" 3' - 6 " m i n 4" m a x Composite decking Composite treads and risers Concrete pier, post, and base plate Re: Structural Deck rim and joists Re: Structural Stair stringers Re: Structural 4" m a x Line represents uncut stringer on outside of stairs 10" 10" 52" (4) #4 at 12" oc Steel handrail Re: Handrail Notes on Sheet A19 Fortress Railing Fe26, 40", Black Sand Fortress Post Cap 3½", Not lighted, Black Sand Steel handrail Re: Handrail Notes on Sheet A19 #4 rebar tie #4 rebar at perimeter 6"x6" W2.1xW2.1 WWF #4 rebar at each step nose #4 rebar at perimeter (4) coat hooks top at 48" aff 1 1 March 27, 2020 3/27/20 Sheet Number A5 Joseph E Calvin Date Sheet Title Level 1.5 Floor Plan and Deck January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1 A15 1 A15 1 A14 1 A14 2 A14 2 A15 2 A14 2 A15 3 A16 2 A16 1 A16 Level 2 - Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Entrance200 Reception201 Conference Room202 Hallway203 Women's RR204 Men's RR205 Ofﬁce206 Ofﬁce207 Ofﬁce208 Ofﬁce209Ofﬁce210 Ofﬁce211 Hallway212 SCADA213 Testing Lab214 Storage215 Work Area216 Ofﬁce217 Sample Drop-Off218 200.2200.1 202.1 202.2 205.1 204.1 206.1 207.1 203.1 208.1 209.1 210.1 211.1 213.1 215.1218.1 217.1 217.2 218.2 216.1 214.1 C D E F assembly E D G H H J J J J K K LLL M N assembly M P above Q above R above S S 16 A21 13 A21 14 A21 15 A21 11 A21 9 A21 12 A21 10 A21 8 A21 7 A21 14 A20 3 A20 2 A20 12 A20 13 A20 4 A20 5 A20 8 A20 9 A20 6 A20 7 A20 Electronics storage provide venting to exterior De-ionization equipment storage Janitor's Closet with mop sink, broom hooks, and upper shelf Emergency shower and eye-wash station with 30" x 36" base and FRP walls Refg Sample Refg Sample sign-in station Three-tier shelving for coolers Concrete apron St e p s U p (3 ) T & ( 4 ) R Stairs Down (16)T & (17) R Waterfall feature recessed into wall Janitor's Closet with mop sink, broom hooks, and upper shelf Printer copier Plotter TV Cabinetry and countertop for A/V equipment with power, data, and A/V in wall 8'-0" x 4'-0" white board Drinking fountain with bottle filler Recessed walk-off mat Water pipe columns Re: Detail 2/A12 Hood Upper cabinets with rod & shelf below Power and data in table top (2) locations 100'-0" 100'-0" 100'-0" 102'-0" 102'-0" Ladder up to Mechanical Platform FEC FE C FE C 5 A16 Typ 6 A16 Typ 6 A16 Typ 4 A17 2 A17 Bike Racks Re: Detail 4/A25 Adjustable height computer base with countertop to match other areas Stackable chair storage space Knox Box Under cabinet refg Non-rated shaft for venting of Shop on Level 1 Re: Mechanical Fill in wall framing for future 3'-0" x 6'-8" door to be installed during Phase II 123 456 78 910 111213 141516 1 A6 2 A6 3 A6 4 A6 5 A6 6 A6 8 A6 10 A6 9 A6 7 A6 11 A6 12 A6 13 A6 14 A6 15 A6 16 A6 Light fixtures for Level 1.5 below Re: Electrical Refer to General Notes on Sheet A4 Testing Lab 214 looking southwest Testing Lab 214 looking east Testing Lab 214 looking west Sample Drop-Off 218 Ofﬁce 210 Hallway 212 Reception 210 looking northeast Reception 210 looking northwest Reception 210 looking southeast Reception 210 looking southwest Conference Room 202 Hallway 203 Hallway 203 Conference Room 202 Hallway 203 Women's Restroom 204 F5.1 F3.1 F7.2 F5.1 F4.1 F3.1 F4.1 F3.1 F4.1 F3.1 F4.1 F3.1 F4.1F3.1 F4.1 F3.1 F4.1F3.1 R above F4.1 F3.1 F4.1F3.1 F4.1F6.1 F2.1 F5.1 F2.1 F6.1 New gas meter Re: Mechanical Bollards - typical Re: Detail 3/A15 Fire Riser and chase (2) Panels Re: Electrical Bookshelf Non-rated shaft Re: Mechanical F5.1 F5.1 F5.1 F5.1 F3.1 F3.1 F4.1 F4.1 F4.1F3.1 F4.1 F4.1 F4.1 F3.1 F3.1 F4.1 F4.1 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W4.2 C3.2 W2.1 W2.1W2.1 W2.1 W2.1 W2.1 W2.1 Solid surface countertop at 34" aff T4.1 Birch wood supports stained to match T2.2 2'-2" 2'-7" 2'-1" 5' - 7 " 5'-9" (3) Shelves for cooler drop-off stained to match T2.2 Vertical shelf support stained to match T2.2 Frame wall below cabinets where concrete slab floors vary in height. Cover with 5/8" gyp bd T4.1 T2.1 T2.2 T2.1 T2.2 W2.1W2.1 W2.1 W2.1 X3.1 W3.1 W3.1 W2.1 C2.1 W2.4 T4.1 W2.1 W2.1 T4.1 W2.4 W2.4 F4.1 W2.1 W2.1 W2.4 T4.1 W2.1 W2.1 X3.1 W2.1W2.4 W2.1 T4.1 W2.4 W2.4 C3.1 C2.1 T4.1 T4.1 W2.4 W2.1 W2.4 W2.1 W2.1 W2.1 W2.1 C3.1 W2.1C3.1 W2.1 W3.1 W3.1 W3.1 W2.1 W2.1 W3.1 W3.3 W3.3 C3.1 C3.1 C3.1W2.1C3.1 C3.1 C3.1 C3.1 C3.1 C3.2 Hose bib - re: Plumbing Prefinished metal downspout 30"sq clearance 1 1'-6"clr Map Board by Owner 60"x36" white board 1 1 March 27, 2020 3/27/20 Sheet Number A6 Joseph E Calvin Date Sheet Title Level 2 Floor Plan and Interior Perspectives January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Title: 2015 IECC Project Type:Alteration Vertical Glazing / Wall Area:10% Location:Estes Park, Colorado Climate Zone:5b Construction Site: 1360 Brook Drive Estes Park, Colorado 80517 Owner/Agent: Chris Eshelman Town of Estes Park 577 Elm Road Estes Park, Colorado 80517 970-577-3630? ceshelman@estes.org Designer/Contractor: Joe Calvin Interstice Architectural Studio, LLC PO Box 1555 Estes Park, Colorado 80517 970-420-8264 joe@intersticearch.com Project Information Energy Code: Estes Park Water Department Building Area Floor Area 1-Upper Level Offices (Office) : Nonresidential 3370 2-Mid Level Break Room (Office) : Nonresidential 822 3-Lower Level Shop (Workshop) : Nonresidential 2468 4-Lower Level Parts Warehouse (Warehouse) : Nonresidential 490 5-Lower Level Lockers & Office (Office) : Nonresidential 242 Envelope Assemblies R-Value Post-Alteration Assembly Cavity Cont.U-Factor Proposed SHGC Max. Allowed U-Factor SHGC Roof: Attic Roof, Wood Joists, [Bldg. Use 1 - Upper Level Offices] 42.2 0.0 0.024 ---0.027 --- Floor: Concrete Floor (over unconditioned space), [Bldg. Use 1 - Upper Level Offices] ---10.0 0.076 ---0.076 --- Floor: Wood-Framed, [Bldg. Use 2 - Mid Level Break Room] 30.0 0.0 0.033 ---0.033 --- NORTH Ext. Wall: Concrete Block, 8in., Partially Grouted, Cells Empty,Normal Density , Furring: Wood, [Bldg. Use 1 - Upper Level Offices] 13.0 0.0 0.074 ---0.090 --- Window: Other Window: Operable, Clear, Operable, Operable, [Bldg. Use 1 - Upper Level Offices] ------0.280 0.260 0.450 0.531 Ext. Wall: Solid Concrete, 8in. Thickness,Normal Density , Furring: Wood, [Bldg. Use 2 - Mid Level Break Room], Exemption: Framing cavity not exposed. ------------------ Window: Other Window: Operable, Clear, Operable, Operable, [Bldg. Use 2 - Mid Level Break Room] ------0.280 0.370 0.450 0.531 Door: Insulated Metal, Swinging, [Bldg. Use 2 - Mid Level Break Room] ------0.310 ---0.370 --- EAST Ext. Wall: Concrete Block, 8in., Partially Grouted, Cells Empty,Normal Density , Furring: Wood, [Bldg. Use 1 - Upper Level Offices] 13.0 0.0 0.074 ---0.090 --- Project Title: Data filename: Estes Park Water Department 11/25/19Report date: 111 ofPage R-Value Post-Alteration Assembly Cavity Cont.U-Factor Proposed SHGC Max. Allowed U-Factor SHGC Window: Other Window: Operable, Clear, Operable, Operable, [Bldg. Use 1 - Upper Level Offices] ------0.280 0.260 0.450 0.400 Ext. Wall: Wood-Framed, 16in. o.c., [Bldg. Use 1 - Upper Level Offices] 13.0 4.6 0.061 ---0.064 --- Window: Other Window: Operable, Clear, Operable, Operable, [Bldg. Use 1 - Upper Level Offices] ------0.280 0.260 0.450 0.400 SOUTH Ext. Wall: Concrete Block, 8in., Partially Grouted, Cells Empty,Light Density , Furring: Wood, [Bldg. Use 1 - Upper Level Offices] 13.0 0.0 0.071 ---0.090 --- Window: Other Window: Operable, Clear, Operable, Operable, [Bldg. Use 1 - Upper Level Offices] ------0.280 0.370 0.450 0.400 WEST Ext. Wall: Concrete Block, 8in., Solid Grouted,Light Density , Furring: Wood, [Bldg. Use 1 - Upper Level Offices] 13.0 0.0 0.074 ---0.090 --- Window: Metal Frame Curtain Wall/Storefront, Fixed, Clear, Fixed, Fixed, [Bldg. Use 1 - Upper Level Offices] ------0.380 0.400 0.380 0.478 Man Doors: , Entrance Door, Entrance Door, [Bldg. Use 1 - Upper Level Offices] ------0.310 0.400 0.770 0.478 (a)'Other' components require supporting documentation for proposed U-factors. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope Compliance Statement Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Envelope PASSES Project Title: Data filename: Estes Park Water Department 11/25/19Report date: 112 ofPage 1 A15 1 A15 1 A14 1 A14 2 A14 2 A15 2 A14 2 A15 2 A16 1 A16 Level 2.5 - Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Mechanical Platform250 250.1 109'-2" Furnace / air handler Ladder down to Hallway FE Furnace / air handler Building Thermal Evelope Not to Scale n o r t h n o r t h Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 Closed cell spray applied polyurethane insulation - 3" on webs = R22.2 1½" on tees = R11.1 Weighted average = R20.35 Typical office windows Pella Impervia fiberglass 11/16" Advanced Low-E double pane glass U-factor = 0.28 SHGC = 0.26 Typical office windows Pella Impervia fiberglass 11/16" Advanced Low-E double pane glass U-Factor = 0.28 SHGC = 0.26 Glass Block U-factor 1.50 Infill framing Min R21 HD FG batt insulation Storefront/Curtain Wall Max U-factor 0.38 Vestibule Roof R38 HF FG batt insulation 12" thick Wall above glass 2x6 framed wall with R21 HD FG batt insulation Typical furring at exist CMU 2x4 full depth framing R15 HD FG batt insulation Typical furring at existing concrete walls as shown on plan 2x4 furrings full depth with R21 HD FG batt insulation Storefront Entrance Door Max U-factor 0.38 Small roof area completely fill with HD FG batt insulation Walls at cantilever Insulate exist 2x4 frmg from interior w/ R15 HD FG batt insulation Floor at cantilever fill void space with blow-in cellulose insul 12" = R42 New 2x Interior Framed Wall R21 HD FG batt insulation Insul HM Doors & Frames Max U-factor 0.31 Insul HM Door w/ halflite Max U-factor 0.31 Slab below Vestibule 2" rigid insulation R10 Floors & Stair Stringers R28 HD FG batt insulation Typical furring at exist CMU 2x4 full depth framing R15 HD FG batt insulation JOSEPH E CALVIN, AIA 11/25/19 Infill framing Min R21 HD FG batt insulation 1. Refer to drawing and COMcheck compliance certificate above for description of the building's thermal envelope. Contractor to furnish and install insulation shown on drawings as well as that called for by note. 2.Spray Applied Closed Cell Polyurethane Insulation on bottom of existing double-tee concrete floor structure above Shop and below Offices. This insulation is not required above the conditioned spaces of Level 1.5. To comply with code, the insulation is to be covered with an additional spray-applied ignition barrier as called for below. All products to be installed per manufactures instructions and recommendations. Mfgr: Demilec or approved substitute Insulation Product: Heatlok HFO Pro Description: Two-component, closed cell, spray applied, rigid polyurethane foam system. Environment: Recycled plastic materials, rapidly renewable soy oils, zero ozone depleting potential Thickness: 3" on double-tee webs (horizontal) and 1½" on tees (vertical) Density: 2.0 – 2.4 lb/cf Performance: R22.2 on web (aged) Strength: 31 psi Compressive and 44 psi Tensile Fungi: Resistance per ASTM C 1338 Ignition Barrier: Blazelok TBX - compliance with NFPA 286 - from same manufacturer Contact: Juan Mora - juan.mora@demilec.com 3. Cellulose Blown-In Insulation in the existing roof attic. Obtain/create access to attic space for this purpose. Also install in void space between concrete tees at level 2 floor near the northeast corner of the building. Mfgr: Greenfiber or approved substitute Product: INS515LD or approved subsittute Thickness/Performance:Approx 12" thick to achieve minimum R42 performance Installation: Per mfgr instructions and recommendations Insulation Notes 5.Rigid Board Insulation is to be installed below the new floor slab at the upper level entrance addition. Mfgr: Dow Chemical, ACH Foam Technologies or approved substitute Product: Extruded Polystyrene Foam (XPS) "blue board" Thickness: 2" (min 1⅞") Performance: Minumum R10 4.High Density Fiberglass Batt Insulation is to be installed at the following locations... a. All exterior walls either between 2x4 furring members on inside face of existing concrete or CMU walls b. Between infill or new wall 2x6 framing members at exterior walls c. Batt insulation shall also be installed in the roof of the new entrance addition and in the existing shed roof near the northeast corner of the building d. At interior walls, floor framing and between stair stringers, where separating conditioned space from unconditioned, or semi-conditioned shop areas e. Other locations shown on drawings High-Density Fiberglass Batt Insulation shall be installed per manufacturer instructions and recommendation. Mfgr: Owens-Corning, Certainteed or approved substitute Product: Kraft-faced, textured, inorganic fibrous glass, formed with formaldehyde-free binding Thickness: 3½" at furring, minimum 5½" at other exterior walls, and full- depth at roof, floor and stair stringer locations Performance: R15 at furring, minimum R21 at other exterior walls, and as called for on drawings Vapor Retarder: All locations of thermal batt insulation require min 6-mil clear poly vapor barrier installed at winter-warm (inside) face. Installation: All batts and blankets are to be tightly friction fit to completely fill the void space between framing/furring members. Kraft face to be installed toward conditioned space. Insulation and/or vapor barriers are not be be exposed to the building interior, exterior or plenum spaces/ 5.Interior Sound Attenuation Batts may be same product as High Density Fiberglass Insulation described above or manufacturer's sound attenuation specific product. Install at all full-height interior walls for the full extent and height of the framing. Install at wood- framed floor areas new and existing including at the floor of the mechanical platform (level 2.5). 6.Construction Firesafing shall be installed at penetrations of the existing double-tee floor system around plumbing, electrical and mechanical elements. It shall also be installed at any void spaces between wall construction and uneven surfaces such as at the bottom of the double-tee floor system where framing or sheathing does not conform tightly to the shape of the concrete. This product is being installed for sealing and insulation purposes, and to prevent the passage of fumes and odors. In Phase I of this construction, these locations do not constitute fire-rated assemblies. Mfgr: Specified Technologies (STI), 3M, Thermal Ceramics or approved substitute Installation: Thoroughly clean surfaces prior to installation. Completely fill void spaces full depth of assembly. Remove excess material. Follow all mfgr instructions and recommendations. 7.Sill Seal: Owens Corning or approved substitute 5½" wide at new framed and glazed locations on top of existing slab on grade. Furnace / air handler New attic access panel min 24" x 36" with attached insulation and curb above for surrounding insulation New attic access panel min 24" x 36" with attached insulation and curb above for surrounding insulation Refer to General Notes on Sheet A4 Insulation Material: Demilec HFO Pro polyurethane foam Ignition Barrier: Demilec Blazeblock TBX intumescent coating non-toxic 3/27/20 Sheet Number A7 Joseph E Calvin Date Sheet Title Level 2.5 Floor Plan, Insulation & Building Envelope January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC Hallway212 2x4 11'-1" 2x4 3'-4" 2x4 23'-1" 2x4 2x 4 15 ' - 3 " 2x 4 2' - 2 ½" 2x 4 8' - 1 1 " 2x 4 8' - 1 1 " 2x 4 8' - 1 1 " 2x 4 2x 6 7' - 0 " 2x 6 7' - 0 " 2x 4 2x4 21'-6"7'-10"2x4 8'-2"2x4 2x 4 17 ' - 0 ½" 2x 4 11 ' - 8 " 5' - 1 0 ½" 2x 4 13 ' - 0 ½" 13 ' - 5 ¾" 2x 4 9' - 7 ¾" 2x 4 9'-0" 2x4 2x4 4'-6" 2x4 11'-6" (2 ) 2 x 4 (2 ) 2 x 4 5' - 0 " 3' - 1 1 " 3' - 1 1 " 5' - 0 " 5' - 0 " 2x 4 9' - 7 " 2x 4 11 ' - 3 ½" 2x 6 7' - 2 ½" 2x 6 8' - 1 ½" 6'-11½"2x4 14'-6½"4'-6"2x4 3'-2" 2x4 8'-0½" 5' - 4 ½" 2'-3" 6' - 1 0 ¼" 2x 4 2' - 6 " 2x 4 4' - 3 " 3' - 1 " 2x 4 3' - 4 " 2x 4 11 ' - 3 " 2x 4 27 ' - 6 ½" 2x 4 17 ' - 0 ½" 5¾" 2'-3" 12'-2½" 2x4 2'-6"2x4 18'-8½"1'-7"7'-5½" 2' - 1 0 " 1' - 2 " 4' - 0 " 11 ½" 3' - 0 ½" 4' - 0 " 1'-11"1'-11" 3'-10" 4'-6"2'-4" 2x4 9'-2" 11 ' - 6 ½" 2'-9½"18'-8½" 5' - 1 0 ½" 6'-3"12'-5½" Level 2 - Dimensional Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Level 1.5 - Dimensional Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Level 1 - Dimensional Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 4' - 1 1 ½" 2' - 6 " 2x4 14 ' - 6 ½" 2x 4 3' - 4 " 2x 4 2x4 3' - 1 0 " 2x4 5'-7" 2x4 7'-1" 2x4 24'-10" 2x4 2x 4 19 ' - 3 ½" 2x 4 5' - 2 " 2x 4 7' - 6 " 2x 4 1'-6" 1' - 2 " 10 ½" 14'-11"4'-6"17'-1" 8' - 5 " 3' - 0 " 10 ' - 3 " 2x6 7'-0" 2x4 5'-6" 24'-10" 1' - 6 ½" 2x 4 2' - 1 " 2x4 7'-0" 2x4 13'-10" 2x4 16'-8" 2x4 2x 4 7' - 6 " 2x 4 9' - 6 ½" 2x 4 2x 4 2x 4 2x4 5'-7" 4'-11" 10'-7½"2x4 2x44'-4½" 4'-10" 7'-5½" 5'-8" 2'-10" 11 ' - 8 " 5'-2"6" 21'-1½" 2" 2" 12 ' - 0 " 3½"1½" 3" 3' - 1 1 " 3'-1"1'-4½"7'-1"7'-5" 8' - 1 0 ½" 4'-6" 1' - 6 " Entrance200 Reception201 Conference Room202 Hallway203 Women's RR204 Men's RR205 Ofﬁce206 Ofﬁce207 Ofﬁce208 Ofﬁce209Ofﬁce210 Ofﬁce211 SCADA213 Testing Lab214 Storage215 Work Area216 Ofﬁce217 Sample Drop-Off218 Hallway150 Training Room154 Shop100 Locker Room101 Restroom102 Parts Room103 Ofﬁce104 2x64'-0"2x4 5'-7½" 3' - 4 " 7' - 2 " 2x 4 14 ' - 5 " 2x 6 5' - 0 " m i n 4' - 6 " Women's RR153 Men's RR152 5' - 2 " 1'-6" Janitor151Mechanical155 7' - 5 ½" 3' - 1 0 " 1'-0" 6'-10" 5'-2½" 3'-2"1' - 0 " 2x4 8'-4"8'-4" 3' - 1 " 3' - 6 " 2x 4 3'-7"2x49'-11½" 6"3'-4"1'-1"3"4'-4"3" 8" 2' - 1 0 " 3' - 8 " 4'-0" 2x4 2x6 7'-2½"4' - 0 ½" 7'-2½"4'-11½" 4' - 6 ½" 5' - 4 ¼" 5' - 4 ¼" 6' - 3 " 5' - 9 ½" 17 ' - 4 " 5'-0" 15 ' - 8 " Storage105 Stairs106 7'-5" 1'-6"1 1 March 27, 2020 3/27/20 Sheet Number A8 Joseph E Calvin Date Sheet Title Dimensional Floor Plans January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1 A15 1 A15 1 A14 1 A14 2 A14 2 A15 2 A14 2 A15 Edge of Building Edge of Building Roof Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 General Notes 5' - 0 " 6'-0" 5' - 0 " 6'-0" 1. All roof flashing, gutters, and downspouts shall be prefinished metal. Provide samples for approval prior to ordering. 2. All roof penetrations shall be completed prior to roofing installation and sealed watertight. 3. Provide 2x6 blocking at unsupported edges between trusses, at roof drains, roof vents, roof curbs, etc as required. Existing Slope Approx 4:12 Existing Slope Approx 4:12 Existing Slope Approx 4:12 Existing Slope Approx 4:12 New Slope Match Existing Prefinished metal show guards color to match roof attached with screws and gaskets Prefinished metal show guards color to match roof attached with screws and gaskets Ex i s t i n g R i d g e Ex i s t i n g R i d g e Typical Senergy Hard-Coat Stucco System3Not to Scale Existing CMU -or- Concrete walls -- patch and fill voids as necessary PermaLathe1000 wire mesh backing installed per Manufacturer instructions Prefinished metal trim at all of the following locations: junctions, joints, penetrations, transitions, drip edges, etc color to match stucco Senergy Finish Coat Senergy StuccoPrime Senergy StuccoBase Senergy StuccoBond 1. Verify all materials are installed in accordance with instructions and applicable codes. 2. StuccoBase to be 3/8" to 5/8" thickness. Thickness greater than 5/8" will require the use of PermaLath 1000 or acceptable metal plaster base. Manufacturer Notes Typical Thin-Cut Stone Veneer2Not to Scale Prefinished metal gutters and downspouts Prefinished metal gutters and downspouts Prefinished metal gutters and downspouts Prefinished metal gutters and downspouts Prefinished metal gutters and downspouts Prefinished metal gutter Ed g e o f B u i l d i n g Type S Mortar Joint Existing CMU -or- Concrete walls purge-coat patch and fill voids as necessary PermaLathe1000 wire mesh backing installed per Manufacturer instructions Type-S Mortar Scratch Coat Type-S Mortar Setting Bed Thin-cut Natural Stone Veneer 1 A9 3 A16 Typical Sofﬁt and Fascia Detail1Scale: 1 1/2" = 1'-0" 0 3"6"1'-0"9"1'-3" 1 A9 1. These notes cover Metal Roofing Panels, Underlayment, Accessories, Flashing, Sheet Metal, Gutters and Downspouts. 2. Quality Control: Manufacturer shall have at least 10 years experience in fabrication of pre-finished sheet metal products. Contractor shall have at least 2 years experience applying these types of material with successful completion of projects of similar scope using the same manufacturer's products. 3. Submittals: Submit to the Architect 2 complete sets (or PDF files) of product information, sample warranty, profile and any other drawings necessary to installation, material and color samples. Certification shall be submitted based on independent testing laboratory indicating no measurable water penetration or air leakage through the system tested in accordance with ASTM E-1680-95 and ASTM E-1646-95. 4. Warranties: 20-year finish guarantee from the manufacturer; 5-year watertightness guarantee 5. Underlayment: Grace High-Temperature Ice and Water Shield over entire roof surfaces 6. Roofing Product Mfgr: Berridge Mfg or approved subsitute Gauge: 22 ga galvalume Finish: Kynar 500 Fluoropolymer coating applied by the mfgr on a continuous coil coating line with a top-side dry film thickness of not less than 0.70 mil over min 0.25 mil prime coat. Bottom-side shall receive min 0.25 mil prime coat. Top of panels shall be protected with strippable film until installed. Profile: Zee-Lock Standing Seam with 2" tall vertical legs at 24" oc. Length: Panels shall be one-piece continuous from ridge to eave without horizontal seams or joints. Lengths on plan do not exceed 40'-0" factory formed maximum. Attachment: Zee ribs shall be fastened to trusses with with (2) #12-14 x 1" self- tapping fasteners. Side lap to be mechanically seamed with power seamer. 7. Roofing accessories include galvanized steel fasteners and washers, sealants and vinyl wheatherseal inserts 8. All Flashing, gutters and downspouts shall match finish of roofing panels. Hem all exposed edges of flashing on underside ½". 9. Snow Guards: Aluminum strap, hood and gasket - Kynar 500 finish - (2) mechanical fasteners each - locations per drawings - Mfgr: Ice Blox, Alpine Snow Guards, Sno-Gem or approved substitute 10. Execution: Comply with mfgr specifications for application and attachment. Conform to standards set forth by SMACNA in the Architectural Sheet Metal Manual. Verify that decking (existing and new) is suitable for installation, clean, free of depressions or projections - notify Architect of any issues. Verify that roof openings, curbs, pipes, sleeves and vents are complete and solidly set. 11. Cleaning: Only minor scratches will be allowed to be touched up. Any other damaged material shall be replaced. Clean any grease, finger marks, or stains from the panels per mfgr recommendations. Remove all strippable film, scraps and debris from construction site. Metal Rooﬁng Notes Stone Veneer Notes New Roofing over Existing Roof Structure New Roofing over New Roof Structure 1. Thin stone veneer illustrated shall be Procoat Systems "Rock-It" Commercial Thin Stone or approved substitute. "Colorado Blend" colors. Install per manufacturer's recommendations and per detail 2/A9. 2. Stone caps shall be natural Colorado buff sandstone, approx 3" thick and shaped to extend 2" past stone veneer below. Top surface of stone shall slope to drain, and bottom edge shall have sawcut drop edge min ¼" behind face. 3. Provide galvanized sheet metal flashing from min 3" up wall behind stucco finish above and extend min 2" on-slope down face of stone cap. Exposed edge is to be folded, not cut. 4. Stone and mortar shapes and colors are to be verified with the Architect and Owner prior to order and installation. Vent and cap Re: Mechanical Vent and cap Re: Mechanical New standing seam metal roofing High temperature ice and water shield X4.1 22ga prefinished metal fascia wrapped underneath roofing, around subfascia, and to soffit Prefinished metal gutter X5.1 X5.1 Hardi-backer 500 cement board 12 4 Existing roof deck to remain repair or replace as needed Hardie-board vented soffit X8.1 Senergy hard coat system Re: Detail 3/A9 Existing roof trusses and structure to remain Verify that blocking between trusses exists and is in acceptable condition - repair, replace, or install if needed Existing CMU walls and top plate to remain 5/8" gyp bd walls and ceiling Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42New 2x10 sub-fascia X5.1 X5.1 X5.1 X5.1 X5.1 X3.1 X2.1 X5.1 Prefinished metal downspout 3/27/20 Sheet Number A9 Joseph E Calvin Date Sheet Title Roof Plan and Exterior Finish Details January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC Level 1.5 - Reﬂected Ceiling Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8Level 1 - Reﬂected Ceiling Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 7'-7" 7'-7" 7'-7" 7'-7" 7'-7"8'-0" 8'-0"8'-0"8'-0" 7'-2" C2.1 C2.1 C2.1 C2.1 C2.1 C3.1 C3.1 C3.1 C2.1 C1.0 C1.0 C0.0 Mechanical Soffit Me c h a n i c a l S o f f i t C2.17'-3" C3.1C3.1 1. Lighting locations shown take precedence over mechanical locations -- Architectural Reflected Ceiling Plan shows locations. Refer to Mechanical and Electrical drawings for additional requirements and quantities. In the case of conflict, lighting locations take precedence over mechanical locations. 2. All new finishes are to meet Class C requirements. Refer to Code Analysis, item B,3 on Sheet A2. 3. All interior framed walls are to be constructed full-height to under side of roof or floor deck above unless indicated otherwise. 4. Heights shown are to be measured from top ob slab or floor decking below. General Notes 6'-10"8'-0" Mechanical Soffit Mechanical Soffit Soffit 7'-7" 7'-7" Soffit C2.1 C1.0 3/27/20 Sheet Number A10 Joseph E Calvin Date Sheet Title Levels 1 & 1.5 Reﬂected Ceiling Plans January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC Level 2.5 - RCP Scale: 1/4" = 1'-0"north 0 1 2 4 6 8Level 2 - Reﬂected Ceiling Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 10'-0" 10'-0" 10'-0" 10'-0" 8'-0" 10'-0" 12'-0" 12'-0" 12'-0" 10'-0" 10'-0" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 12'-0" 8'-4" 8'-4" 8'-0" 11'-6" 9'-0" 9'-0" 8'-0" 10'-0" 10'-0" 8'-0" 8'-0" C3.1 C3.1 C3.1 C3.1 C3.1 C3.1 C3.1 C3.1 C3.1 C3.1 C3.2 C3.2 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 X9.1 X2.1 C2.1 12'-8" 4'-4¼"10'-0"4'-4¼"2'-9½" 4' - 0 " 7' - 9 ¼" 5' - 3 ¼" C2.1 5'-6" 8'-0" New attic access panel min 24" x 36" with attached insulation and curb above for surrounding insulation New attic access panel min 24" x 36" with attached insulation and curb above for surrounding insulation Ceiling Drop Sofﬁt1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” 1 A11 4'-0" 112'-0" Ceiling Soffit 111'-6" Existing roof trussesWithin existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 2x4 at 24" oc flat against existing ceiling and screwed into existing trusses Acoustical ceiling tiles 5/8" gyp bd Soffit framing 2x4 at 16" oc Cross bracing 2x4 at 32" oc alternating directions X9.1 X9.1 X9.1 X9.1 1. Lighting locations shown take precedence over mechanical locations -- Architectural Reflected Ceiling Plan shows locations. Refer to Mechanical and Electrical drawings for additional requirements and quantities. In the case of conflict, lighting locations take precedence over mechanical locations. 2. All new finishes are to meet Class C requirements. Refer to Code Analysis, item B,3 on Sheet A2. 3. All interior framed walls are to be constructed full-height to under side of roof or floor deck above unless indicated otherwise. 4. Heights shown are to be measured from top ob slab or floor decking below. General Notes C2.1 C3.1 3/27/20 Sheet Number A11 Joseph E Calvin Date Sheet Title Levels 2 & 2.5 Reﬂected Ceiling Plans January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1 A15 1 A14 1 A15 1 A14 2 A14 2 A14 2 A15 2 A15 3 A16 Ed g e o f B u i l d i n g West Exterior Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 North Exterior Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 C D 200.1 F assembly D218.1 A A B B E LLL 154.1 104.1 100'-0" 7621.3 Level 2 Floor (Main) 102'-0" 7623.3 Level 2 Floor (Upper) 102'-0" 7623.3 Level 2 Floor (Upper) Water pipe columns Re: Detail 2/A12 Water pipe columns Re: Detail 2/A12 Prefinished metal show guards color to match roof attached with screws and gaskets Prefinished metal show guards color to match roof attached with screws and gaskets Water Pipe Columns2Scale: 1/2" = 1'-0" 12 4 92'-5" Level 1.5 Floor 13" dia steel collar with bolts 12 4 Prefinished metal gutters and downspouts Up-down light fixtures Re: Electrical Prefinished metal gutters and downspouts Up-down light fixtures Re: Electrical Prefinished metal gutters and downspouts Prefinished metal open-ended gutter Prefinished metal gutter 6' - 2 " + / - 8' - 2 " + / - Knox Box New gable vents (2) 16" x 16" in-flow (2) 16" x 16" out-flow Meter, Disconnect, and CT Cabinet Re: Electrical Bollards - typical Re: Detail 3/A15 Transformer Re: Electrical General Notes 1. Refer to Sheet A18 for location of tempered glass units. 2. Run a continuous bead of sealant around all door and window openings and at all joints at change of finish materials. 3. Provide samples of all colors and finish types for Architect’s review and Owner’s approval prior to fabrication or ordering of materials. 4. Refer to Structural drawings for additional embed plates, angles. and any reinforcing steel. 5. Coordinate with Mechanical, Plumbing, and Electrical Contractors to verify openings shown and to locate additional openings. 6. Maintain positive slope of grade and paving away from building. 7. Contractor to verify window RO sizes in the field, and wood & cladding colors and options with the Owner prior to ordering. Glass to have a maximum U-value of 0.32. Run a continuous bead of sealant around doors and window frames. 8. All existing exterior lighting is to be replaced with new. All new lighting is to be shielded, up-down lighting. Up-component of lighting is to be fully captured by the buildings deck and roof structures. No up-light is to be emitted to the sky. Down- component of lighting is to be cut-off type. Light fixture models, finishes, and options are to be reviewed with and approved by the Owner and Architect. Exterior building lights are to be collectively time-clock controlled. 9. All roof penetrations shall be completed prior to roofing installation and sealed weathertight. Penetration locations shown are schematic and are to be confirmed with the mechanical and plumbing contractors. Vent and cap Re: Mechanical Vent and cap Re: Mechanical Vent and cap Re: Mechanical 4'-8" 8'-9" +/- 11 ' - 5 " + / - 3' - 5 " + / - 12 4 8" dia steel water-pipe column Steel pipe connection to rafters Re: Structural Ed g e o f B u i l d i n g Steel pipe connection to concrete foundation Re: Structural 8" dia steel water-pipe column 13" dia steel collar with bolts X7.1 X7.1 X7.1 X3.1 X3.1 X3.1 X4.1X4.1 X2.1 X2.1 X2.1 X4.1 X2.1 X2.1 X2.1 X3.1 X3.1 New Roofing over Existing Roof Structure New Roofing over New Roof Structure 1 A9 1 A9 1 A9 sim 3' - 6 " m i n Fortress Railing Fe26, 40", Black Sand Exterior signage Re: Sign Notes on Sheet A23 New gas meter Re: Mechanical Bollards - typical Re: Detail 3/A15 2 A5 X5.1X5.1 X5.1 X5.1 Steel handrail Re: Handrail Notes on Sheet A19 Fortress Post Cap 3½", Not lighted, Black Sand Hose bib - re: Plumbing Bicycle Racks - re: Detail 4/A25 Prefinished metal downspout X5.1 3/27/20 Sheet Number A12 Joseph E Calvin Date Sheet Title North & West Exterior Elevations January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1 A14 1 A15 1 A14 1 A15 2 A15 2 A15 2 A14 2 A14 2 A5 General Notes East Exterior Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 South Exterior Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 A B H H J J J J K K 103.1100.2 100.3 100.4 100.5 GE 103.1 12 4 Level 2 Floor (Main) 100'-0" 7621.3 102'-0" 7623.3 Level 2 Floor (Upper) 92'-5" Level 1.5 Floor 102'-0" 7623.3 Level 2 Floor (Upper) Top of Wall 114'-8" 84'-0" 7605.3 Level 1 Floor Level 1 Floor 84'-0" 7605.3 Prefinished metal gutters and downspouts Prefinished metal gutter Prefinished metal gutters and downspouts Prefinished metal gutters and downspouts Prefinished metal show guards color to match roof attached with screws and gaskets Bike Racks Re: Detail 4/A25 Knox Box Propane Grill by Owner 1. Refer to Sheet A18 for location of tempered glass units. 2. Run a continuous bead of sealant around all door and window openings and at all joints at change of finish materials. 3. Provide samples of all colors and finish types for Architect’s review and Owner’s approval prior to fabrication or ordering of materials. 4. Refer to Structural drawings for additional embed plates, angles. and any reinforcing steel. 5. Coordinate with Mechanical, Plumbing, and Electrical Contractors to verify openings shown and to locate additional openings. 6. Maintain positive slope of grade and paving away from building. 7. Contractor to verify window RO sizes in the field, and wood & cladding colors and options with the Owner prior to ordering. Glass to have a maximum U-value of 0.32. Run a continuous bead of sealant around doors and window frames. 8. All existing exterior lighting is to be replaced with new. All new lighting is to be shielded, up-down lighting. Up-component of lighting is to be fully captured by the buildings deck and roof structures. No up-light is to be emitted to the sky. Down- component of lighting is to be cut-off type. Light fixture models, finishes, and options are to be reviewed with and approved by the Owner and Architect. Exterior building lights are to be collectively time-clock controlled. 9. All roof penetrations shall be completed prior to roofing installation and sealed weathertight. Penetration locations shown are schematic and are to be confirmed with the mechanical and plumbing contractors. Outline of Existing Buildings Outline of Existing Buildings Stacked HVAC condenser units Re: Mechanical OHD Jamb Detail2Scale: 3" = 1'-0" OHD Header Detail3Scale: 3" = 1'-0" Fire Department Connection Mechanical equipment grill opening Re: Structural, Mechanical, and Architectural Demolition Keynote 23.6 Stacked HVAC condenser units Re: Mechanical Overhead Garage Door Panel Seal Existing concrete wall Hard-Coat Stucco System Re: Detail 3/A9 Existing grooves in concrete wall Sawcut into concrete wall above door to depth of existing grooves 22ga prefinished flashing same color as other metal trim insert into sawcut and behind stucco ¼" min 1½" 22ga prefinished flashing same color as other metal trim wrap around 2x10 and secure with adhesive 1/2" x 5" anchor bolts at 32" oc epoxy into concrete wall and countersink into 2x10 2x10 treated framework Overhead Garage Door Panel Overhead Garage Door metal track installed per manufacturers instructions Seal Existing concrete wall Hard-Coat Stucco System Re: Detail 3/A9 1½" ¼" m i n 22ga prefinished flashing same color as other metal trim wrap around 2x10 and secure with adhesive 1/2" x 5" anchor bolts at 32" oc epoxy into concrete wall and countersink into 2x10 2x10 treated framework 3 A13 Typ 2 A13 Typ Remove existing window and infill with new wall framing, insulation, sheathing, etc and finish exterior with hard-coat stucco system Vent and cap Re: Mechanical Vent and cap Re: Mechanical X4.1 X4.1 X4.1 X2.1 X2.1 X2.1 X2.1 X2.1 X2.1 X3.1 X3.1 X2.1 X2.1 X2.1 X3.1 New gable vents (2) 16" x 16" in-flow (2) 16" x 16" out-flow New gas meter Bollards - typical Re: Detail 3/A15 Transformer Re: Electrical Bollards - typical Re: Detail 3/A15 Bollards - typical Re: Detail 3/A15 Water pipe columns Re: Detail 2/A12 X5.1 X5.1 X5.1 1 A9 1 A9 1 A9 sim 8'-0" x 2'-9" x min 1/8" thick sheet aluminum sign with min (8) standoff anchor points - two color painted as illustrated - non reflected - radiused corners - Re: Signage Notes on Sheet A23 Fortress Railing Fe26, 40", Black Sand Steel handrail Re: Handrail Notes on Sheet A19 Fortress Post Cap 3½", Not lighted, Black Sand Prefinished metal downspout 3/27/20 Sheet Number A13 Joseph E Calvin Date Sheet Title South & East Exterior Elevations January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1 A15 1 A14 1 A15 1 A14 2 A15 2 A15 2 A14 2 A14 2 A16 2 A5 General Notes Building Section - North to South2Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Building Section - West to East1Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Hallway203 Testing Lab214 Training Room154 Shop100 Parts Room103 Entrance200 Reception201 Ofﬁce207 100'-0" 7621.3 Level 2 Floor (Main) 84'-0" 7605.3 Level 1 Floor 102'-0" 7623.3 Level 2 Floor (Upper) 92'-5" Level 1.5 Floor 84'-0" 7605.3 Level 1 Floor 84'-0" 7605.3 Level 1 Floor 100'-0" 7621.3 Level 2 Floor (Main) Level 2.5 Floor 109'-2" Top of Wall 114'-8" 84'-0" 7605.3 Level 1 Floor 112'-10¾" +/- Top of Wall Shop100 K 213.1 209.1 208.1 207.1 206.1 205.1 204.1 B G A 103.1 100.5 100.4 100.3 100.2 E M N 200.2 210.1 R Q 250.1 207.1 12 412 4 Certificates and Awards Map Board by Owner Decorative pendant light fixture Re: Electrical (4) 8'-0" x 2'-0" x 42" tall workbenches with (1) duplex outlet with 4x8 pegboard above Re: Detail 1/A4 (3) 8'-0" x 2'-0" x 42" tall workbenches with (1) duplex outlet and (1) data port with 4x8 pegboard above Re: Detail 1/A4 Bollards Re: Detail 3/A15 4 A17 Hallway212 4 A17 Hallway212 1. Refer to Sheet A18 for location of tempered glass units. 2. Run a continuous bead of sealant around all door and window openings and at all joints at change of finish materials. 3. Provide samples of all colors and finish types for Architect’s review and Owner’s approval prior to fabrication or ordering of materials. 4. Refer to Structural drawings for additional embed plates, angles. and any reinforcing steel. 5. Coordinate with Mechanical, Plumbing, and Electrical Contractors to verify openings shown and to locate additional openings. 6. Maintain positive slope of grade and paving away from building. 7. Contractor to verify window RO sizes in the field, and wood & cladding colors and options with the Owner prior to ordering. Glass to have a maximum U-value of 0.32. Run a continuous bead of sealant around doors and window frames. 8. All existing exterior lighting is to be replaced with new. All new lighting is to be shielded, up-down lighting. Up-component of lighting is to be fully captured by the buildings deck and roof structures. No up-light is to be emitted to the sky. Down- component of lighting is to be cut-off type. Light fixture models, finishes, and options are to be reviewed with and approved by the Owner and Architect. Exterior building lights are to be collectively time-clock controlled. 9. All roof penetrations shall be completed prior to roofing installation and sealed weathertight. Penetration locations shown are schematic and are to be confirmed with the mechanical and plumbing contractors. Mechanical Platform250 Stacked HVAC condenser units Re: Mechanical Concrete Penetration Dtl.3 Scale: 1 1/2" = 1'-0" New equipment penetrating existing concrete floor structure locations, sizes, and dimensions vary Re: Demolition Plan Sheet A3, Structural, Plumbing, Mechanical, and Electrical Existing concrete floor structure Fill remainder of opening with Fire Safeing 1½" max annular space Spray applied insulation where required Re: Sheet A7 Level 2 Floor 100'-0" Main 102'-0" Upper 200.1 Draft stop is not required due to the fact this building will be sprinklered as called out in Section D of the Code Analysis on Sheet A2 W2.5 W2.5 W2.5 W2.1 W2.1 W2.1 W2.3 W2.1 W2.1 W5.1 W3.1 W3.1 W3.1 W2.1 W2.1 W1.0 W1.0 W2.1 W2.1 W0.0 W2.2 W2.1 W1.0 Fortress Railing Fe26, 40", Black Sand Fortress Post Cap 3½", Not lighted, Black Sand 3 A16 Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 Closed cell spray applied polyurethane insulation - 3" on webs = R22.2 1½" on tees = R11.1 Weighted average = R20.35 48"x36" bulletin board 1 1 March 27, 2020 3/27/20 Sheet Number A14 Joseph E Calvin Date Sheet Title Building Sections January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1 A14 1 A15 1 A14 1 A15 2 A14 2 A14 2 A15 2 A15 1 A16 1 A17 General Notes Building Section - South to North2Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Building Section - East to West1Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Reception201Conference Room202 Ofﬁce210 Testing Lab214 Training Room154 Locker Room101 Shop100 Hallway212 SCADA213 Training Room154 Shop100 84'-0" Level 1 Floor 92'-5" Level 1.5 Floor 102'-0" Level 2 Floor (Upper) 100'-0" Level 2 Floor (Main) Top of Wall 114'-8" 102'-0" 7623.3 Level 2 Floor (Upper) 92'-5" Level 1.5 Floor 84'-0" 7605.3 Level 1 Floor 92'-5" Level 1.5 Floor Top of Wall 114'-8" 102'-0" 7623.3 Level 2 Floor (Upper) Ladder up to Mechanical Platform D 211.1 N N R Q 218.1 L 154.1 250.1 E 100.6 G 100.1 12 4 12 4 (4) 8'-0" x 2'-0" x 42" tall workbenches with (1) duplex outlet with 4x8 pegboard above Re: Detail 1/A4 8'-0" x 2'-0" x 34" tall workbench with (1) duplex outlet and (1) data port with 4x8 pegboard above Re: Detail 2/A4 Bollards Re: Detail 3/A15 (3) 8'-0" x 2'-0" x 42" tall workbenches with (1) duplex outlet and (1) data port with 4x8 pegboard above Re: Detail 1/A4 Air compressor 5hp 220v Decorative pendant light fixtures Re: Electrical Decorative pendant light fixtures Re: Electrical Decorative pendant light fixture Re: Electrical Typical Bollard3Not to Scale 4' - 0 " m i n 2' - 0 " m i n 4" wide reflective paint or tape at top of bollard Dome top of concrete fill at top of bollard 6" dia x 1/2" thick steel pipe approx 6'-0" long Existing concrete slab floor Min 10" dia hole filled with concrete Existing earth or fill to remain Slope concrete fill away from bollard 2 A17 Propane Grill by Owner Picnic Tables by Owner 2 A17 1. Refer to Sheet A18 for location of tempered glass units. 2. Run a continuous bead of sealant around all door and window openings and at all joints at change of finish materials. 3. Provide samples of all colors and finish types for Architect’s review and Owner’s approval prior to fabrication or ordering of materials. 4. Refer to Structural drawings for additional embed plates, angles. and any reinforcing steel. 5. Coordinate with Mechanical, Plumbing, and Electrical Contractors to verify openings shown and to locate additional openings. 6. Maintain positive slope of grade and paving away from building. 7. Contractor to verify window RO sizes in the field, and wood & cladding colors and options with the Owner prior to ordering. Glass to have a maximum U-value of 0.32. Run a continuous bead of sealant around doors and window frames. 8. All existing exterior lighting is to be replaced with new. All new lighting is to be shielded, up-down lighting. Up-component of lighting is to be fully captured by the buildings deck and roof structures. No up-light is to be emitted to the sky. Down- component of lighting is to be cut-off type. Light fixture models, finishes, and options are to be reviewed with and approved by the Owner and Architect. Exterior building lights are to be collectively time-clock controlled. 9. All roof penetrations shall be completed prior to roofing installation and sealed weathertight. Penetration locations shown are schematic and are to be confirmed with the mechanical and plumbing contractors.Sample Drop-Off218 Draft stop is not required due to the fact this building will be sprinklered as called out in Section D of the Code Analysis on Sheet A2 X6.1 W2.1 W2.3 W2.3 W2.1 W2.1 W2.5 W2.5W2.5 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W1.0 W2.1 W2.1 W2.1 W2.1 W2.5 W2.1 W1.0 X2.1 X3.1 X2.1 X2.1 Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 Closed cell spray applied polyurethane insulation - 3" on webs = R22.2 1½" on tees = R11.1 Weighted average = R20.35 3/27/20 Sheet Number A15 Joseph E Calvin Date Sheet Title Building Sections January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC Wall Section at Entry3Scale: 3/4" = 1'-0" Wall Section at Waterfall2Scale: 3/4" = 1'-0" Wall Section at Platform Ladder1Scale: 3/4" = 1'-0" General Notes Top of Wall 114'-8" 5'-8" Level 2 Floor (Main) 100'-0" 112'-7" +/- Top of Wall Soffit 112'-0" Top of Wall 114'-8" Level 2 Floor (Main) 100'-0" Top of Wall 108'-4" Level 2.5 Floor 109'-4" 6'-0" 112'-0" Ceiling 110'-0" Ceiling 109'-0" Soffit Level 2 Floor (Main) 100'-0" 102'-0" Level 2 Floor (Upper) 112'-0" Ceiling Top of Wall 108'-4" Level 2.5 Floor 109'-2" 100'-5" Ceiling Top of Wall 114'-8" 1' - 6 " Typical Interior Wall8Scale: 3/4" = 1'-0"Level 1 Typical Interior Wall7Scale: 3/4" = 1'-0"Level 1.5 Typical Interior Wall5Scale: 3/4" = 1'-0"Level 2 at 2.5 Typical Interior Wall6Scale: 3/4" = 1'-0"Level 2 Top of Wall 114'-8" Level 2.5 Floor 109'-2" Level 2 Floor (Main) 100'-0" Level 2 Floor (Varies) 100'-0" and 102'-0"92'-5" Level 1.5 Floor Level 2 Floor (Upper) 102'-0"92'-5" Level 1.5 Floor 84'-0" Level 1 Floor Hallway212 Testing Lab214 Ofﬁce209 Mechanical Platform250 Reception201 Reception201 Entrance200 Shop100Training Room154 200.1 F 200.2 N 214.1 250.1 Typical Exterior Wall4Scale: 1 1/2" = 1'-0" Existing CMU -or- Concrete walls -- patch and fill voids as necessary Senergy Finish Coat Refer to Details 2/A9 and 3/A9 for more information. Notes 2x4 wood studs at 16" oc with R15 FG batt insulation Vapor barrier 5/8" gyp bd Existing concrete foundation wall and floor system Window and Door assembly Re: Window Schedule on Sheet A18 Existing concrete floor system 2x PT sill plate Floor framing - Re: Structural FG insulation in bays between joists 3/4" T&G plywood subfloor Wood stud walls -- 2x at 16" oc FG batt insulation in all walls for sound and insulation 5/8" gyp bd on each side Ceiling 100'-5" Acoustical ceiling tiles (2) 2x top plates Existing concrete floor system 2x PT sill plate Wood stud walls -- 2x at 16" oc FG batt insulation in all walls for sound and insulation 5/8" gyp bd on each side Floor framing - Re: Structural FG insulation in bays between joists 5/8" gyp bd ceiling (2) 2x top plates Existing concrete floor system 2x PT sill plate Wood stud walls -- 2x at 16" oc FG batt insulation in all walls for sound and insulation 5/8" gyp bd on each side 5/8" gyp bd ceiling (2) 2x top plates Existing roof trusses Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 2x blocking between trusses above walls Existing concrete floor system2x PT sill plate Wood stud walls -- 2x at 16" oc FG batt insulation in all walls for sound and insulation 5/8" gyp bd on each side 5/8" gyp bd ceiling (2) 2x top plates 3/4" T&G plywood subfloor FG insulation in bays between joists Floor framing - Re: Structural 2x blocking between joists above walls Existing roof trusses Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 2x blocking between trusses above walls (2) 2x4 top plates Acoustical ceiling tiles Header Re: Structural 5/8" gyp bd on both sides of wall 5/8" gyp bd ceiling (2) 2x4 top plates 5/8" gyp bd ceiling Carpet flooring Roppe base trim Existing concrete floor system 2x4 PT sill plate Wood stud walls 2x4 at 16" oc 5/8" gyp bd R-15 FG sound batt insulation 3/4" T&G plywood subfloor Platform floor framing Re: Structural FG insulation in bays between joists(2) 2x4 top plates Wood stud walls 2x4 at 16" oc R-15 FG sound batt insulation 5/8" gyp bd with FRP finish 2x4 PT sill plate Acoustical ceiling tiles Roppe base trim Laminate plank flooring R-15 FG sound batt insulation Wood stud soffit 2x4 at 16" oc (2) 2x4 top plates 5/8" gyp bd on both sides of wall R15 FG batt insulation Wood stud wall 2x4 at 16" oc 2x4 soffit framing 5/8" gyp bd 5/8" gyp bd ceiling Wall mounted TV by Owner Acoustical ceiling tiles 5/8" gyp bd ceiling Carpet flooring Roppe base trim 2x4 PT sill plate 5/8" gyp bd ceiling (2) 2x4 top plates 5/8" gyp bd on both sides of wall R-15 FG sound batt insulation Wood stud wall 2x4 at 16" oc Wood stud wall 2x4 at 16" oc R-15 FG sound batt insulation 5/8" gyp bd (2) 2x4 top plates 5/8" gyp bd ceiling Wood stud wall 2x4 at 16" oc R-15 FG sound batt insulation 5/8" gyp bd (2) 2x4 top plates 3/4" T&G plywood subfloor (2) 2x4 top plates Wood stud wall 2x4 at 16" oc R-15 FG sound batt insulation 5/8" gyp bd 2x4 PT sill plate Platform floor framing Re: Structural Light fixture Re: Electrical Track lighting Re: Electrical Acoustical ceiling tiles Existing concrete floor system Laminate plank flooring 8' - 0 " Header Re: Structural Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 Bottom chord of existing roof trusses 5/8" gyp bd ceiling (2) 2x4 top plates Wood stud walls 2x4 at 16" oc R-15 FG sound batt insulation 5/8" gyp bd Window and Door assembly Re: Window Schedule on Sheet A18 2x4 soffit framing Existing roof trusses Within existing roof trusses 12" Celulose Blown-In Insulation - R3.5/inch = R42 Existing roof sheathing repair or replace as needed 5/8" gyp bd Steel header Re: Structural Existing exterior wall structure to remain R30 FG insulation in trusses in this area Roof joists Re: Structural New standing seam metal roofing over entire roof Ice & dam water shield continuous membrane over entire roof Roof sheathing Re: Structural Decorative pendant light fixture beyond Re: Electrical 3/4" T&G plywood subfloor Parking Surface 4" thick concrete slab apron Re: Structural 5'-8"5'-0" 4" thick gravel fill Earth back-fill Concrete foundation and footer Re: Structural 2" thick R-10 rigid poly insulation under concrete floor and down 2'-0" foundation wall perimeter 4" thick concrete slab floor dropped for recessed walk-off mat thickness Re: Structural Recessed walk-off mat Laminate plank flooring Polished and sealed concrete floor Prefinished metal flashing - caulk all joints 3" thick sandstone cap with sawcut drip edge Thin-cut natural stone veneer Wood door custom dimensions 1. Refer to Sheet A18 for location of tempered glass units. 2. Run a continuous bead of sealant around all door and window openings and at all joints at change of finish materials. 3. Provide samples of all colors and finish types for Architect’s review and Owner’s approval prior to fabrication or ordering of materials. 4. Refer to Structural drawings for additional embed plates, angles. and any reinforcing steel. 5. Coordinate with Mechanical, Plumbing, and Electrical Contractors to verify openings shown and to locate additional openings. 6. Maintain positive slope of grade and paving away from building. 7. Contractor to verify window RO sizes in the field, and wood & cladding colors and options with the Owner prior to ordering. Glass to have a maximum U-value of 0.32. Run a continuous bead of sealant around doors and window frames. 8. All existing exterior lighting is to be replaced with new. All new lighting is to be shielded, up-down lighting. Up-component of lighting is to be fully captured by the buildings deck and roof structures. No up-light is to be emitted to the sky. Down- component of lighting is to be cut-off type. Light fixture models, finishes, and options are to be reviewed with and approved by the Owner and Architect. Exterior building lights are to be collectively time-clock controlled. 9. All roof penetrations shall be completed prior to roofing installation and sealed weathertight. Penetration locations shown are schematic and are to be confirmed with the mechanical and plumbing contractors. 10. Refer to Sheet A17 for Metal Fabrication Notes. 1'-0" +/- Verify this dimension with water pump installation Fascia and rafter connection Re: Structural Fascia and rafter connection Re: Structural Hardi-board soffit X9.1 X4.1 Refer to Detail 1/A9 for typical fascia and soffit construction 2x10 sub-fascia not needed at new Entry roof Waterfall Schematic Not to Scale W4.1 1' - 0 " o c 3' - 0 " ty p i c a l 3/8" x 1½" steel bar side rails with 2'-10" clear between 1/2" x 34" steel solid rod rungs at 12" oc Return back to door jambs 4" x 7" x 3/8" steel angle 2" long both sides of stair at 3'-0" max 2x8 blocking at each angle 5" clear 1) Refer to Metal Fabrication Notes on Sheet A17. 2) All connections are to be 1/4" fillet welded all around. 3) Grind smooth, prime, and paint black. Powder coating not required. Ladder Notes 6" toe space1 1 March 27, 2020 Hardcoat Stucco Finish over ⅝" DensGlas Board ⅝" gypsum board 1 1 3/27/20 Sheet Number A16 Joseph E Calvin Date Sheet Title Wall Sections and Details January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 12" long #4 rebar install mid-depth at 2'-6" oc (1'-3" oc alternating sides) withing 8" of trench ends and corners Stair Section1Scale: 1/2" = 1'-0" Stair Section4Scale: 1/2" = 1'-0" Stair Section2Scale: 1/2" = 1'-0" 6' - 1 0 ½" c l e a r 6' - 9 ¼" c l e a r 7' - 3 " c l e a r 7' - 1 1 ¼" c l e a r 84'-0" Level 1 Floor 84'-0" Level 1 Floor 92'-5" Level 1.5 Floor 92'-5" Level 1.5 Floor Level 2 Floor (Main) 100'-0" Level 2 Floor (Upper) 102'-0" (14) Treads at 11" = 12'-10"1'-0"1'-0" (1 5 ) R i s e r s a t 6 ¾" = 8 ' - 5 " 11" 6¾" 3' - 0 " Level 2 Floor (Upper) 102'-0" (3) Treads at 11" = 2'-9"1'-0"1'-0" (4 ) R i s e r s a t 6 " = 2 ' - 0 " 11" 6" 3' - 0 " 100'-0" Level 2 Floor (Main) 102'-0" Level 2 Floor (Upper) 102'-0" Level 2 Floor (Upper) (16) Treads at 11" = 14'-8"1'-0" (1 7 ) R i s e r s a t 6 ¾" = 9 ' - 7 " 110'-0" Ceiling Ceiling 112'-0" 110'-0" Ceiling Ceiling 110'-0" Ceiling 112'-0"112'-0" Ceiling Shop100 Ofﬁce211 Sample Drop-Off218Reception201 Hallway150 Hallway203 Hallway212 Hallway212 Shop100 Shop100 Locker Room101 Sample Drop-Off218 Continue handrail around corner to stairs down General Notes 11" 6¾" 3' - 0 " Decorative pendant light fixtures beyond Re: Electrical Existing concrete floor system Acoustical ceiling tiles Light fixture -- Re: Electrical Acoustical ceiling tiles Light fixture -- Re: Electrical Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate 5/8" gyp bd each side of wall R15 FG batt insulation Acoustical ceiling tiles Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate R15 FG batt insulation 5/8" gyp bd each side of wall Acoustical ceiling tiles Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate R15 FG batt insulation 5/8" gyp bd Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate 5/8" gyp bd R15 FG batt insulation Wood stud wall framing (2) 2x6 top plates 2x6 studs at 16" oc 2x6 PT sill plate 5/8" gyp bd each side of wall R21 FG batt insulation 2x4 soffit framing with 5/8" gyp bd finishes 2x4 soffit framing with 5/8" gyp bd finishes Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate R15 FG batt insulation 5/8" gyp bd Existing floor framing to remain min R30 FG insulation in floor assembly New floor framing 2x10 joists at 16" oc 3/4" T&G plywood subfloor Re: Structural 1½" steel tube railing continuous and returned to wall at top & bottom of stair run grind smooth and prime & paint 2x8 blocking in walls at bracket locations 5/4" wood treads 1x wood risers (4) 2x12 stringers PT sill plates 1½" steel tube railing continuous and returned to wall at top & bottom of stair run grind smooth and prime & paint 2x8 blocking in walls at bracket locations 5/4" wood treads 1x wood risers 2x12 stringers Re: Structural Existing concete slabExisting concete slab Existing concrete floor system Existing concrete floor system New floor framing 2x10 joists at 16" oc 3/4" T&G plywood subfloor Re: Structural min R30 FG insulation in floor assembly Fill openings between stringers with min R28 FG insulation 5/8" gyp bd Dashed lines represent structure behind 1½" steel tube railing continuous and returned to wall at top & bottom of stair run grind smooth and prime & paint 2x8 blocking in walls at bracket locations 1x wood risers 5/4" wood treads Existing concrete floor system Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate R15 FG batt insulation 5/8" gyp bd Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate R15 FG batt insulation 5/8" gyp bd Light fixture -- Re: ElectricalAcoustical ceiling tiles 5'-0" min Column beyond Re: Structural Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate R15 FG batt insulation 5/8" gyp bd Railing Bracket Detail3Not to Scale 5 A17 1. Refer to Sheet A18 for location of tempered glass units. 2. Run a continuous bead of sealant around all door and window openings and at all joints at change of finish materials. 3. Provide samples of all colors and finish types for Architect’s review and Owner’s approval prior to fabrication or ordering of materials. 4. Refer to Structural drawings for additional embed plates, angles. and any reinforcing steel. 5. Coordinate with Mechanical, Plumbing, and Electrical Contractors to verify openings shown and to locate additional openings. 6. Maintain positive slope of grade and paving away from building. 7. Contractor to verify window RO sizes in the field, and wood & cladding colors and options with the Owner prior to ordering. Glass to have a maximum U-value of 0.32. Run a continuous bead of sealant around doors and window frames. 8. All existing exterior lighting is to be replaced with new. All new lighting is to be shielded, up-down lighting. Up-component of lighting is to be fully captured by the buildings deck and roof structures. No up-light is to be emitted to the sky. Down- component of lighting is to be cut-off type. Light fixture models, finishes, and options are to be reviewed with and approved by the Owner and Architect. Exterior building lights are to be collectively time-clock controlled. 9. All roof penetrations shall be completed prior to roofing installation and sealed weathertight. Penetration locations shown are schematic and are to be confirmed with the mechanical and plumbing contractors. 10. All handrails are to be finished powder coated black. 7'-2" 5' - 3 ¾" + / - 24"6" 18 " 18 " 18 " 5/8" gyp bd Concrete Patch Detail6Scale: 1 1/2" = 1'-0" 16" or as needed Sawcut trench per Demolition Plan Drill min 4" into edge of existing concrete slab embed new reinforcement with epoxy Gravel bed New water or sewer pipe depth varies for slope Re: Plumbing 6"x6" W1.4xW1.4 WWF mid depth below #4's Existing concrete slab Stair Cut Detail5Scale: 1 1/2" = 1'-0" Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate Existing concrete floor system Wood stud wall framing (2) 2x4 top plates 2x4 studs at 16" oc 2x4 PT sill plate 5/8" gyp bd flush full-height Face of saw-cut opening Re: Structural and Demolition Plan 5/8" gyp bd Flooring and base trim Re: Finish Schedule (2) layers 5/8" typeX gyp bd 3/4" plywood shelving on top of min 1x2 vertical framing Dashed line represents profile of wall behind 2x wood stud wall at 16" oc 2x8 blocking Dashed line represents 5/8" gyp bd Handrail bracket Wagner 1705 3-holes Steel pipe handrail Re: Notes on Sheet A19 Insulation 1x10 birch trim board stained to match door panels Stair stringer support Re: Structural Metal Fabrications 8. LADDERS - Fabricate ladders for locations shown, with dimensions, spacings, and anchorages as indicated. Comply with requirements of ANSI A14.3 and OSHA Title 29, unless otherwise indicated. 9. LOOSE BEARING PLATES - Provide for steel items bearing on masonry or concrete, as indicated. Drill plates to receive anchor bolts. 10. LOOSE STEEL LINTELS - Galvanize and fabricate to sizes indicated on Architectural and Structural Drawings. 11. MISCELLANEOUS FRAMING AND SUPPORTS - Provide as required to complete Work and not included with structural steel framework. Fabricate welded construction in as large units as possible; drill and tap as required to receive hardware and similar items. Include required anchors for building into other Work; spaced not more than 24” O.C. 12. MISCELLANEOUS STEEL TRIM - Fabricate to shapes and sizes as required for profiles shown; continuous welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages; coordinate assembly and installation with other Work. 13. STEEL PIPE RAILINGS - Fabricate to dimensions shown, with smooth bends and welded joints using 1¼" diameter steel pipe, unless otherwise indicated. Secure posts and rail ends as indicated. Fabricate as detailed to comply with ADA and ICC/ ANSI A117.1 accessibility requirements. Prepare for powder coat finish 14. INSTALLATION - Perform cutting, drilling and fitting required for installation; set Work accurately in location, alignment and elevation, measured from established lines and levels. Provide anchorage devices and fasteners where necessary for installation to other Work. Set loose items on cleaned bearing surfaces, using wedges or other adjustments as required. Solidly pack open spaces with commercial non-shrink grout material. 15. TOUCH-UP - Touch-up shop paint after installation. Clean field welds, bolted connections and abraded areas, and apply same type paint as used in shop. Use galvanizing repair paint on damaged galvanized surfaces. 5. MATERIALS (continued) h. Concrete Inserts: Threaded or wedge type as indicated; galvanized ferrous castings, either galvanized ferrous castings, malleable iron, coast steel; with steel bolts, washers and shims; hot-dip galvanized. Non-Shrink Grout. j. Fasteners: Provide bolts, nuts, lag bolts, machine screws, wood screws, toggle bolts, masonry anchorage devices, lock washers as required for application indicated and complying with applicable Federal standards. Hot-dip galvanized fasteners for exterior applications to comply with ASTM A153. k. Shop Painting: Apply shop primer to surface of metal fabrications except those embedded in concrete or galvanized; comply with SSPC-PA1. i. Shop Primer: Fabricator’s standard, fast-curing, lead-free, “universal” primer complying with performance requirements of FS TT-P-645. ii. Stripe paint edges, corners, crevices, bolts, welds and sharp edges. iii. All interior ferrous metals shall be prime painted, unless noted otherwise. j. Galvanizing i. ASTM A386 for assembled products. ii. All exterior ferrous metal shall be galvanized for painted finish, except for lintels, which shall be prime painted. iii. ASTM A123 for rolled, pressed and forged steel shapes, plates, bars and strips 1/8” and thicker. iv. Galvanizing repair paint: MIL-P-21035 or SSPC-Paint-20, Type I Inorganic. 6. FABRICATION - Use materials of size and thickness shown, or if not shown, of required size, grade and thickness to produce strength and durability in finished product. Shop- paint all items not specified to be galvanized after fabrication. a. Weld corners and seams continuously; grind exposed welds smooth and flush. b. Form exposed connections with hairline, flush joints; use concealed fasteners where possible. 7. ROUGH HARDWARE - Furnish custom-fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for framing and supporting and anchoring woodwork. 1. Metal Fabrication Work: Comply with AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. Exposed Metal Fabrication Work: Comply with Section 10 Architecturally Exposed Structural Steel of AISC Code of Standard Practice. 2. Welding: Comply with AWS Structural Welding Code - Steel D1.1. 3. SUBMITTALS a. Shop Drawings: Show details of fabrication, assembly and installation including templates for anchor bolt placement b. Samples: Show samples of materials and finished products as may be requested by Architect including powder coat and painted finishes. c. Submit certification by Fabricator that handrails and guardrails have been designed by a Structural Engineer licensed in the State of Colorado, and that the completed handrail installation conforms to ASTM E985 for structural performance base on testing performed in accordance with ASTM E894 and E935. 4. DELIVERY, STORAGE AND HANDLING - Material to be Installed by Others: Deliver anchor bolts and other anchorage devices which are embedded in cast-in-place concrete construction or masonry construction to the project site in time to be installed before the start of cast-in-place concrete or masonry work. Provide setting drawings, templates, and directions for the installation of anchor bolts and other devices. 5. MATERIALS a. General: For work exposed to view, use materials selected for their smoothness and freedom from surface blemishes. b. Steel Plates, Shapes, and Bars: ASTM A36. c. Steel Bar Grating: ASTM A569 or A36. d. Steel Tubing: ASTM A500, Grade B, or ASTM A501. e. Steel Pipe: ASTM A53, type and grade required for design loading (if applicable), black finish unless galvanizing indicated; standard weight Schedule 40 unless otherwise indicated. f. Pipe Bollards: Schedule 80 galvanized steel pipe sections for filling with concrete. g. Gray-Iron Castings: ASTM A48, Class 30. Malleable-Iron Castings: ASTM A47. Stairs106 Storage105 3/27/20 Sheet Number A17 Joseph E Calvin Date Sheet Title Stair Sections and Details January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 23"23" 33 " 46 " 79 " 23"23" 34 " 45 " 79 " A 34 " 74 " 48 " 26 " 82 " 26 " 10 8 " 104" equal equal equal B C 98 " 42 " 14 0 " 138" equal equal equal equal D T E 98 " 42 " 14 0 " 58" equal equal T T T T T 98 " 42 " 14 0 " 30"72"30" 132" T T 45 " 52 " 19"19" 97 " 46"46" 38" 47 " 32 " 79 " 16" 45 " 34 " 23"23" 46" 79 " 18"18" 36" 41 " 42 " 83 " F G H J K 30" 98 " 42 " 14 0 " M 30"72"30" 132" 98 " 42 " 14 0 " N 96 " 18 " 11 6 " 72" 76" P Q 96 " 18 " 11 6 " 36" 40" 96 " 20 " 78" 11 6 " R 74" 46 " 36 " 30" 82 " S 48 " 26 " 74 " 34 " 82 " 26 " 10 8 " 36" T T T T Window Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 200.2 200.1 202.1 Varies 12'-0" 12 ' - 0 " 32" 80 " 96 " 36" 80 " 36" 80 " 36" 80 " 48" 80 " 36" 80 " 30" 80 " 36" 96 " 34" 62 " 1 2 3 5 6 7 98 11 131210 14 15 Door Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 General Notes 1. Field verify all rough openings and finish wall thickness prior to ordering or fabrication of materials. 2. Door and window details indicate typical situations. Consult Architect regarding special conditions if encountered. 3. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean. Provide backer rod where necessary. 4. Provide hardware finish samples for Owner's selection & Architect's review prior to ordering. Refer to Finish Hardware Notes on Sheet A23. 5. Provide blocking in framed walls for door stops, cabinetry, shelving, kitchen and toilet accessories, etc. These assemblies are in the Entry Vestibule, but should be treated as Exterior. Return gyp bd to window on header and jambs New windows Solid surface sill Finishes at Ext Windows1Not to Scale L 23"23" 46" 30 " 41 " 71 "0"10 " 10 " 10 " 10 " 10 " 10 " 36" 80 " 10 " 4 32" 80 " 16 Door and Hardware Schedule ID Location El e v a t i o n Fi r e R a t i n g Door Panel Frame Hardware Sign RemarkSize (W x H x T)Material Finish Lite Material Finish De p t h 100.1 Shop to Exterior 2 –2'-8" x 6'-8" x 1¾"Insulated Hollow Metal Paint - D2.2 Half Lite Insulated Hollow Metal Paint - D2.2 4"±Hinges, Closer, Entrance Set, Kick Plate, Weather Seal, Door Bottom, Threshold –Field verify existing opening size 100.2 Shop to Exterior 2 –2'-8" x 6'-8" x 1¾"Insulated Hollow Metal Paint - D2.2 Half Lite Insulated Hollow Metal Paint - D2.2 4"±Hinges, Closer, Entrance Set, Electronic Security, Kick Plate, Weather Seal, Door Bottom, Threshold –Field verify existing opening size 100.3 Shop to Exterior 1 –12'-0" x 12'-0" x 2"Sectional Overhead Prefinished - D4.1 As Illustrated Metal Flashing Prefinished - X5.1 –Commercial Motor Operator - refer to notes –Refer to details 2&3/A13 for frame 100.4 Shop to Exterior 1 –12'-0" x 12'-0" x 2"Sectional Overhead Prefinished - D4.1 As Illustrated Metal Flashing Prefinished - X5.1 –Commercial Motor Operator - refer to notes –Refer to details 2&3/A13 for frame 100.5 Shop to Exterior 1 –12'-0" x 12'-0" x 2"Sectional Overhead Prefinished - D4.1 As Illustrated Metal Flashing Prefinished - X5.1 –Commercial Motor Operator - refer to notes –Refer to details 2&3/A13 for frame 101.1 Locker Room 12 –3'-0" x 6'-8" x 1¾"Insulated Hollow Metal Paint - D2.2 Over Handle Insulated Hollow Metal Paint D2.2 4¾"*Hinges, Closer, Passage Set, Kick Plate, Weather Seal, Drop Sill Locker Room * Field verify 102.1 Unisex Restroom 11 –3'-0" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Closer, Privacy Set, Wall Stop, Silencers Circle/Triangle RR sign 103.1 Parts Room to Exterior 2 –2'-8" x 6'-8" x 1¾"Insulated Hollow Metal Paint - D2.2 Half Lite Insulated Hollow Metal Paint D2.2 4"±Hinges, Closer, Entrance Set, Electronic Security, Kick Plate, Weather Seal, Door Bottom, Threshold Stencil "Staff Only" 103.2 Parts Room to Shop 13 –4'-0" x 6'-8" x 1¾"Insulated Hollow Metal Paint - D2.2 Over Handle Insulated Hollow Metal Paint D2.2 4¾"*(4) Heavy Duty Hinges, Passage Set, Floor Stop, Weather Seal, Sweep, Threshold Parts Room * Field verify 103.3 Mechanical Closet 10 –2'-6" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Passage Set, Silencers Mechanical 104.1 Office to Exterior 2 –2'-8" x 6'-8" x 1¾"Insulated Hollow Metal Paint - D2.2 Half Lite Insulated Hollow Metal Paint D2.2 4"±Hinges, Entrance Set, Weather Seal, Door Bottom, Threshold –Field verify existing opening size 104.2 Office to Parts 16 –2'-8" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 Over Handle Hollow Metal Paint D2.1 4¾"Hinges, Office Set, Silencers, Wall Stop Office (& changeable slot) 105.1 Storage 10 –3'-0" x 6'-8" x 1¾"Hollow Metal Paint - D2.2 –Hollow Metal Paint D2.2 6¾"Hinges, Storeroom Set, Overhead Stop, Silencers, Sweep Tools 106.1 Stair Bottom Landing 12 –3'-0" x 6'-8" x 1¾"Insulated Hollow Metal Paint - D2.2 Over Handle Insulated Hollow Metal Paint D2.2 6¾"Hinges, Closer, Passage Set, Weather Seal, Drop Sill, Threshold Stair 152.1 Men's Restroom 10 –2'-6" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Closer, Privacy Set, Silencers, Wall Stop Triangle Restroom sign 153.1 Women's Restroom 10 –2'-6" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Closer, Privacy Set, Silencers, Wall Stop Circle Restroom sign 154.1 Training Room to Deck 2 –2'-8" x 6'-8" x 1¾"Insulated Hollow Metal Paint - D2.2 Half Lite Insulated Hollow Metal Paint D2.2 4"±Hinges, Closer w/ Hold Open, Entrance Set, Weather Seal, Door Bottom, Threshold –Field verify existing opening size 155.1 Mechanical 10 –2'-6" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Passage Set, Silencers, Wall Stop Mechanical 200.1 Entrance to Exterior 3 –6'-0" x 8'-0" x 1¾"Aluminum Prefinished - D3.1 Full Lite Aluminum Curtain Wall Prefinished - D3.1 7"±Hinges, Closer, Pull, Panic Device, Weather Seal, Door Bottom, Threshold – 200.2 Entrance to Interior 5 –6'-0" x 8'-0" x 1¾"Aluminum Prefinished - D3.1 Full Lite Aluminum Storefront Prefinished - D3.1 6"±Hinges, Closer, Pull, Push Bar, Weather Seal, Door Bottom Threshold –Coordinate door bottom to not interfere with walk-off mat 202.1 Conference 6 –6'-0" x 8'-0" x 1¾"Wood Pre-Stain - D2.1 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Overhead Stop, Passage Set, Silencers, Floor Stop Conference 202.2 Conference to Hall 14 –3'-0" x 8'-0" x 1¾"Wood Pre-Stain - D2.1 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Passage Set, Silencers, Wall Stop Conference 203.1 Janitor 10 –2'-6" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Passage Set, Silencers, Overhead stop for approx 170°Janitor 204.1 Women's Restroom 11 –3'-0" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Closer, Privacy Set, Silencers, Wall Stop Circle Restroom sign 205.1 Men's Restroom 11 –3'-0" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Closer, Privacy Set, Silencers, Wall Stop Triangle Restroom sign 206.1 Office 14 –3'-0" x 8'-0" x 1¾"Wood Pre-Stain - D2.1 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Office Set, Silencers, Wall Stop Office (& changeable slot) 207.1 Office 14 –3'-0" x 8'-0" x 1¾"Wood Pre-Stain - D2.1 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Office Set, Silencers, Wall Stop Office (& changeable slot) 208.1 Office 14 –3'-0" x 8'-0" x 1¾"Wood Pre-Stain - D2.1 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Office Set, Silencers, Wall Stop Office (& changeable slot) 209.1 Office 14 –3'-0" x 8'-0" x 1¾"Wood Pre-Stain - D2.1 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Office Set, Silencers, Wall Stop Office (& changeable slot) 210.1 Office 7 –3'-0" x 8'-0" x 1¾"Wood Pre-Stain - D2.1 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Office Set, Silencers, Wall Stop Office (& changeable slot) 211.1 Office 7 –3'-0" x 8'-0" x 1¾"Wood Pre-Stain - D2.1 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Office Set, Silencers, Wall Stop Office (& changeable slot) 213.1 SCADA 11 –3'-0" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Storeroom Set, Silencers, Wall Stop, Ventilation Grille SCADA 214.1 Testing Lab 12 sim –2'-8" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 Over Handle Hollow Metal Paint D2.1 4¾"Hinges, Passage Set, Silencers, Floor Stop Testing Lab 215.1 Storage 10 –2'-6" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Storeroom Set, Silencers, Wall Stop – 216.1 Janitor 10 –2'-6" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Passage Set, Silencers, Overhead stop for approx 170°Janitor 217.1 Office 9 –3'-0" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Office Set, Silencers, Wall Stop Office (& changeable slot) 217.2 Closet 11 –3'-0" x 6'-8" x 1¾"Wood Pre-Stain - D2.1 –Hollow Metal Paint D2.1 4¾"Hinges, Passage Set, Silencers, Wall Stop – 218.1 Sample Dropoff Ext 4 –3'-0" x 6'-8" x 1¾"Aluminum Entrance Prefinished - D3.1 Full Lite Aluminum Curtain Wall Prefinished - D3.1 4½" Hinges, Closer, Entrance Set, Electronic Security, Panic Device, Weather Seal, Door Bottom, Threshold – 218.2 Sample Dropoff Int 8 –3'-0" x 6'-8" x 1¾"Insulated Hollow Metal Paint - D2.2 Full Lite Hollow Metal Paint D2.1 4¾"Hinges, Closer, Entrance Set, Electronic Security, Panic Device, Weather Seal, Door Bottom, Threshold Testing Lab 250.1 Mechanical Platform 15 –34" x 62" x 1¾" Wood Pre-Stain - D2.1 –Hollow Metal*Paint D2.1 4¾" Mechanical Platform * 4-sided frame Window Schedule ID Description Size (W x H) Manufacturer and Model Finish Glazing Safety Glass Remark A Fiberglass side-by-side Casement - mulled together 3'-10" x 3'-10"Pella Impervia Pella Brown 11/16" Advanced Low-E w/ Argon –Refer to Fiberglass Unit Windows notes on Sheet ____B Fiberglass side-by-side Casement - mulled together 3'-10" x 2'-10"Pella Impervia Pella Brown 11/16" Advanced Low-E w/ Argon – C Aluminum Storefront 8'-8" x 7'-2"Kawneer or Manko Trifab 601UT or 2600XPT Permadized Medium Bronze 1" Insulated Low-E – Refer to Aluminum Curtain Wall, Storefront and Entrances notes on Sheet ____ D Aluminum Curtain Wall 11'-6" x 11'-8"Kawneer or Manko 1602 or 200XPT-3 Permadized Medium Bronze 1" Insulated Low-E X E Aluminum Curtain Wall 4'-10" x 11'-8"Kawneer or Manko 1602 or 200XPT-3 Permadized Medium Bronze 1" Insulated Low-E X F Aluminum Curtain Wall 11'-0" x 11'-8"Kawneer or Manko 1602 or 200XPT-3 Permadized Medium Bronze 1" Insulated Low-E X G Fiberglass side-by-side Casement - mulled together 3'-2" x 4'-4"Pella Impervia Pella Brown 11/16" Advanced Low-E w/ Argon –Refer to Fiberglass Unit Windows notes on Sheet ____ H Glass Block 1'-4" x 2'-8"8" square x 4" thick units ––– J Fiberglass side-by-side Casement - mulled together 3'-10" x 2'-10"Pella Impervia Pella Brown 11/16" Advanced Low-E w/ Argon – Refer to Fiberglass Unit Windows notes on Sheet ____K Fiberglass side-by-side Casement - mulled together 3'-0" x 3'-6"Pella Impervia Pella Brown 11/16" Advanced Low-E w/ Argon – L Fiberglass side-by-side Casement - mulled together 3'-10" x 2'-6"Pella Impervia Pella Brown 11/16" Advanced Low-E w/ Argon – M Aluminum Storefront 2'-6" x 11'-8"Kawneer or Manko Trifab 601UT or 2600XPT Permadized Medium Bronze 1" Insulated Low-E X Refer to Aluminum Curtain Wall, Storefront and Entrances notes on Sheet ____N Aluminum Storefront 11'-0" x 11'-8"Kawneer or Manko Trifab 601UT or 2600XPT Permadized Medium Bronze 1" Insulated Low-E X P Hollow Metal Fixed Transom 6'-4" x 9'-8"Custom Hollow Metal Frame Paint Black D2.1 ¼" Clear – Refer to Hollow Metal Frames notes on Sheet ____ Q Hollow Metal Fixed Transom 3'-4" x 9'-8"Custom Hollow Metal Frame Paint Black D2.1 ¼" Clear – R Hollow Metal Fixed Transom 6'-6" x 1'-8"Custom Hollow Metal Frame Paint Black D2.1 ¼" Clear – S Hollow Metal Fixed Window 2'-6" x 3'-0"Custom Hollow Metal Frame Paint Black D2.1 ¼" Clear X T Hollow Metal Fixed Window 3'-0" x 6'-2"Custom Hollow Metal Frame Paint Black D2.1 ¼" Clear – 6. Panes of glass marked "T" on Window Elevations are to be tempered as Safety Glass complying with IBC Section 2406. Door and window supplier shall be responsible for bidding and supplying such unit as required by code, including but not limited to those shown. 7. Supplier shall be responsible for verification of all door and window quantities, sizes, and rough opening sizes as related to matching door & window rough openings so that trim aligns. 8. All window elevations this sheet depict the exterior side of windows. 9. Aluminum Storefront, Aluminum Framed Windows, and matching brake metal are to all have Permadized Medium Bronze finish. 10. Refer to additional Door and Window notes on Sheet A23. 96 " 72"72" 10 " 72" 96 " 36" 96 " T4.1 1 1 1 1 March 27, 2020 3/27/20 Sheet Number A18 Joseph E Calvin Date Sheet Title Window & Door Schedules and Elevations January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1. STANDARDS AND QUALITY: Meet requirements and recommendations of applicable portions of the Standards listed: a. Underwriters Laboratories, Inc. UL b. Acoustical and Insulation Materials Association AIMA c. Suspended Ceiling Manufacturers Association SCMA 2. QUALITY ASSURANCE a. Applicator Qualifications: Shall have satisfactorily installed accepted suspension system and acoustical units on at least three (3) other projects of equal scope. b. Design Criteria: i. Deflection: Suspension system components, hangers and fastening devices shall support light fixtures, ceiling grilles, and acoustical units without deflecting more than 1/360 of the span. ii. Test for deflection in accordance with methods and procedures prescribed by ASTM C636 with latest revisions. iii. Reduce hanger spacing as required to satisfy design criteria. iv. Increase hanger sizes as required to satisfy design criteria. v. Increase members and components of system, as required, to satisfy design criteria. c. Fire Safety Requirements: Maximum Flame Spread and Maximum Smoke Development as indicated by Code Information on Sheet A00 of the Drawings d. Allowable tolerance of finished acoustical ceiling system: Level within 1/8” in 12’. 3. SUBMITTALS - Submit a sample of each ceiling tile and suspension system that is being proposed for the installation to the Architect for approval. 4. DELIVERY, STORAGE AND HANDLING - Schedule deliveries to avoid delays in the Work. Deliver and store materials in their original unopened protective containers. Deliver materials with Manufacturer’s labels indicating brand name, pattern, size, thickness, and fire rating, as applicable, legible and intact. Store materials off the floor to assure proper protection from water and cover if necessary. Handle material so as to prevent soiling of finished acoustical units. 5. SUSPENSION SYSTEMS INTERIOR a. Grid at Acoustic Ceiling Tile Ceilings Manufacturer: Armstrong, USG or approved substitute Product: Refer to Finishes Key Hanger Wire: 12 gauge galvanized annealed. b. Concealed Grid at Drywall Applications Manufacturer: Armstrong, USG or approved substitute Product: Shortspan Hanger Wire: 12 gauge galvanized annealed. Warranty: 10-year 6. ACOUSTICAL TILES Manufacturer: Armstrong, USG or approved substitute Products: Refer to Finishes Key Anti-Microbial Protection. 7. ACCESSORIES: Provide all accessories as recommended by Manufacturer. 8. PREPARATION a. Examine spaces and correct defects that could interfere with proper installation. b. Lay out spaces and arrange suspension system in regular pattern as shown on the Drawings. c. Beginning of Work indicates acceptance of substrates. 9. INSTALLATION a. Installation shall be by experienced craftsman trained to do this type of Work. Contractor shall use a laser device for installation of ceiling grid. b. Install acoustic treatment after moist materials have been installed. Maintain temperature of not less than 50°F in spaces requiring installation of acoustical materials. c. Perform all installation according to the Code of Practices of Acoustical Ceiling System Installation as prepared by NACA, and Specifications for Acoustical Tile and Lay-in Panel Ceiling System as prepared by AMA. d. Install hanger wires not over 48” oc above main beam, unless otherwise indicated or approved. e. Securely anchor hanger wires to structure above. f. Secure lower ends of hanger wires to main tees by three (3) twists around itself. Space main tees 2’0” O.C. in 2’x4’ grid. Join cross tees to main tee with a positive interlock. At perimeter areas, columns, etc., secure angle molding to vertical surfaces. Rest tees on angle moldings at corners of all light fixtures. g. Install main runner beams at 4’0” O.C. in 2’x2’ and 2’x4” grid. h. Install cross tees perpendicular to the main runner beams on both sides of light fixtures and ceiling diffusers. j. Roll form angle moldings that must follow a curved wall, plane, radius or bend. NOTE: Notching or cutting the exposed leg at angle molding to fit radius or bend will not be accepted. k. Install angle moldings at all points where ceiling abuts a dissimilar material. m. Unless indicated otherwise, lay out suspension system to the column center lines in areas where columns are free standing. Lay out system to center lines of rooms working in all four directions in areas that have no free standing columns. Cut units next to walls shall be more than 1/2 board width and/or length. n. Install acoustical treatment and suspension system according to instructions and recommendations of the Mfg'r. p. Suspension system for ceilings shall be erected strong and rigid enough to carry the acoustical tile and support the light fixtures in a true and level plane. q. Erect suspension system level, straight, and parallel to walls. r. Cutting and splicing shall be done in a neat workmanlike manner. w. Expose no acoustic tile cut edges. t. Cut holes in acoustic units as required for lighting fixtures, air conditioning outlets, sprinkler heads and speakers. NOTE: Do not split tiles into two pieces to accommodate fixtures. 10. CLEANING AND PROTECTION a. Complete cleaning and protections in accordance with Division 01 – General Requirements, Section 01 50 00, Construction Facilities and Temporary Controls. b. Upon completion of the Work, remove all damaged and soiled acoustical boards and replace with new matching material. c. Protect materials and accessories from damage at all times. d. Remove excess materials, packaging, and debris from the job site 11. EXTRA STOCK - Provide ten percent (10%) additional ceiling tile material, of each type, identical to that installed, for maintenance and replacement use. Do o r s a n d W i n d o w s Fl o o r i n g W0.0 None / Unfinished -- F6.1 One-Piece Rubber Stair Treads and Risers Roppe, Raised Circular Rubber Tread Style: Vantage #96 with Riser, Color: 182 ToffeeAll Stairways F2.1 F3.1 F4.1 F1.0 F5.1 Existing Concrete cure-seal-hardener Refer to Notes on this Sheet Carpet Shaw Contract, Broadloom, Style: Mainframe 5A140, Color: Harvest Brown 40740 Polished and Sealed Concrete Vinyl Laminate Plank Shaw, Hard Surface, Style: 0835V Mineral Mix 720C Plus, Color: Rust 00611 Shop 100 and Parts Room 103 Entry 200 (partial) Offices, Conference Room 202 Parts of Level 1, Majority of Level 1.5, Parts of Level 2 Recessed Walk-Off Mat Entrance 200 (partial) F0.0 -Mechanical Platform 250None / Unfinished Ba s e B1.0 Existing Repair or Replace as needed B2.1 B3.1 B0.0 None / Unfinished Rubber Cove Base Wood B4.1 Tile with Schluter Cove - Roppe Pinnacle, Standard Toe, Preformed Corners, Color: 100 Black - Schluter, Dilex-AHKA, Color: ATGB Brushed Nickel Anodized Aluminum Wa l l s W2.1 W2.2 W2.5 W1.0 W3.1 Existing Texture: Level 4 Finish, Light Orange Peel Paint: Benjamin Moore, Country Redwood E-23, Eggshell Textured and Painted Texture: Level 4 Finish, Light Orange Peel Paint: Benjamin Moore, Sierra Hills 1053, Eggshell DalTile, Style: Affinity, Color: AF02 Beige Field: 10x14, Bullnose: 3x10, Corner: 3x3 Grout: Mapei 44 Pale Umber Repair or Replace as needed Porcelain Tile - Field W3.2 Porcelain Tile - Trim W4.1 W5.1 Marlite, P106 BeigeFRP - - Entire Building - Restrooms on Level 2 and Waterfall in Reception 101 - "Tan" Main Color "Red" Accent Color Restrooms on Level 2 and Waterfall in Reception 101 RRs on L1 and L1.5, Around all Janitor Sinks, Behind Washer & Dryer in Locker Room, Behind Ladder to Level 2.5 Waterfall in Reception 101 W2.3 Texture: Level 4 Finish, Light Orange Peel Paint: Benjamin Moore, Gettysburgh Gold 1064, Eggshell"Brown" Accent Color W2.4 Texture: Level 4 Finish, Light Orange Peel Paint: Benjamin Moore, Hale Navy HC-154, Eggshell"Blue" Accent Color W3.3 DalTile, Style: Stone Radiance, Color: SA60 Butternut Emperador Blend, Size: 5/8 Random - Grout: Mapei 44 Pale UmberDecorative Tile 5/8" Gyp Bd A.C.T. 5/8" Gyp Bd 5/8" Gyp Bd F3.1 F1.0Concrete F4.1 F1.0 F5.1 Exist. C.M.U. Exist. Conc.5/8" Gyp Bd & Exist. Conc.Exist. Conc. 154 Mechanical C0.0Exist. Conc.- Key Finish Type Locations Manufacturer, Material, and Notes Ce i l i n g C1.0 Existing Repair or Replace as needed C2.1 C0.0 None / Unfinished Textured and Painted C3.1 - Texture: Level 4 Finish, Light Orange Peel Paint: Benjamin Moore, Super White Interior 02, Matte C3.2 Acoustical Ceiling Tile Acoustical Ceiling Tile Tile: Armstrong, Beveled Tegular, White, 24x24 Frame: Armstrong, Prelude, White, 24x24 Tile: Armstrong, Clean Room FL, White with Splatter, 24x24 Frame: Armstrong, Prelude, White, 24x24 T2.1 Plastic Laminate Cabinetry Boxes and Frames Laminate: Formica, 2200-58 Dark Chocolate, Matte Finish 3D Edgebanding: Dollken 3D24R4 or Rehau CP20018 T2.2 Laminate: Formica, 5884-58 Chestnut Woodline, Matte Finish 3D Edgebanding: Dollken 8011 or Rehau CP40996 T3.1 Wainscot Ca b i n e t r y a n d C o u n t e r t o p s Corian, Granola, Eased Edge Ex t e r i o r X1.0 Existing to Remain Repair or Replace as needed X2.1 Hard-Coat Stucco System BASF Senergy System Finish: STO Medium, Color: STO 01007 Navajo White X3.1 Thin-cut Stone Veneer with Sandstone Cap Stone: Procoat, Colorado Blend Sandstone Cap: Colorado Buff X4.1 Standing Seam Metal Roofing Berridge Metals, Color: Copper Brown 22ga, Zee-Loc, standing seam, Kynar 500 finish, Refer to additional notes on Sheet A9X5.1 Prefinished Metal Gutters and Downspouts X6.1 Exterior Grade Paint Benjamin Moore, Charlton Brown CW-265 - - Where Specified Majority of Building Testing Lab 214 Refer to Plans Conference Room 202 - North and East elevations Existing Building and New Entry Entire Building Bollards Key Finish Type Locations Manufacturer, Material, and Notes Room Name Material 100 Shop 101 Locker Room 102 Restroom 103 Parts Room 104 Office 150 Hallway Wood 151 Janitor 152 Men's Restroom 153 Women's Restroom 154 Training Room 200 Entrance 201 Reception 202 Conference Room 203 Hallway 204 Women's Restroom 205 Men's Restroom 206 Office 207 Office 208 Office 209 Office 210 Office 211 Office 212 Hallway 213 SCADA 214 Testing Lab 215 Storage 216 Work Area 217 Office 218 Sample Drop-Off 250 Mechanical Platform Le v e l 1 Le v e l 1 . 5 Le v e l 2 2. 5 Ro o m # Le v e l Finish Floor Wood Concrete F4.1 F2.1 & F5.1 F4.1 F3.1 F5.1 F0.0 Base B2.1 B4.1 B2.1 B0.0 Material Finish North Wall W2.1 W3.1 & W3.2 and W2.1 W2.2 W2.1 W2.5 W0.0 5/8" Gyp Bd 5/8" Gyp Bd Material Finish East Wall W1.0 W2.1 & W4.1 W2.3 W0.0 Exist. Conc. 5/8" Gyp Bd Material Finish South Wall W1.0 W2.1 W2.3 W2.4 W0.05/8" Gyp Bd Material Finish West Wall W2.1 & W1.0 W2.3 W0.05/8" Gyp Bd Material Finish Ceiling C1.0 C2.1 C0.0 & C3.1 C2.1 C0.0 & C3.1 C2.1 C3.1 C3.1 C3.1 C2.1 C0.0 ACT & Conc. 5/8" Gyp Bd 5/8" Gyp Bd Notes and Remarks - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Room Finishes Schedule Finishes Key F3.1 F3.1 F4.1 X7.1 Powdercoat Paint Interpon 600, RAL8028 HG2603Steel Pipe Columns at Entry 1. Provide blocking in framed walls for door stops, cabinetry, and other items. 2. All interior finishes are to meet class requirements per Chapter 8 of the IBC -- Refer to "Code Analysis" on Sheet A2 for Classes and Locations. 3. Rubber base shall be installed with preformed corners. 4. Refer to "Finishes Key" on this Sheet for Manufacturer, grade, and color requirements for finishes. 5. For flooring products and materials, contact: (or approved substitute) Park Flooring of Estes Park 860 Dunraven St - Estes Park, CO 80517 Phone: 970.577.9855 - parkflooring.com Gypsum Wallboard & Ceilings General Notes Floor Transitions1Full Scale 2x PT wood sill plate 5/8" tile backer wall board Thinset per tile manufacturer's instructions Porcelain tile Schluter DILEX-AHKA cove trim Caulk all joints Laminate plank flooringLine of concrete slab or plywood subfloor Wall Tile to Laminate Plank Flooring Accoustical Ceilings - X8.1 Composite Deck Material Trex Select, 1" Grooved Board, Hidden Fasteners, Color: Woodland Brown, Treads and Risers to matchNew Deck on Level 1.5 F7.1 Armstrong, Medintone, H5306 Natural Gray DarkTesting Lab 214Commercial Sheet Vinyl Texture: Level 4 Finish, Light Orange Peel Paint: Benjamin Moore, Gray Owl OC-52, Eggshell"Gray" Main Color (Lab) Restrooms on Level 2 Plastic Laminate Cabinetry Drawer and Door Faces All hardware to be: Finish 315/711 Black Anodized Solid SurfaceT4.1 All Countertops and Window Sills Wood Panels: Brothers Door Supply, Birch Natural Veneer, Rotary Cut, Ravine Finish RA07Interior DoorsD2.1 Entire Building Metal Frame Paint: Benjamin Moore, Dark Black Door Panel Paint: Benjamin Moore, Charlton Brown CW-265 Exterior DoorsD2.2 Entire Building Metal Frame Paint: Benjamin Moore, Charlton Brown CW-265 Interior WindowsD3.1 Pella, Lifestyle, Color: PR0151 BrownExterior WindowsD3.2 Shown as Casement Provide Alternate Pricing for Slider Exterior WindowsD3.3 Aluminum Storefront or Curtain Wall Raynor, TC200, Dark Brown, Windows as shown on ElevationsOverhead Garage DoorsD4.1 Shop 100 Thin-cut Stone Veneer with Sandstone Cap Stone: Procoat, Colorado Blend Sandstone Cap: Colorado Buff Kawneer, Color: Permadized Medium BronzeAluminum Storefront or Hollow Metal All sides of Building and above stone veneer and cap Fortress Infinity, 1" Grooved Board, Hidden Fasteners, Color: Tiger Cove (Distressed), Treads and Risers to matchOp t i o n s All hardware to be: Finish 315/711 Black Anodized Op t i o n s Clopay, 3715, Mocha Brown, Windows as shown on Elevations Recessed Walk-Off Mat in Entry 3/ 8 " Reese Perfec Mat, Roll-Up, Frameless, Trimmable Tread: 543 Polypropylene Brush, Brown Tread Rails: 6063-T52 Anodized Aluminum, Dark Bronze Op t i o n s Construction Specialties, Pedimat M1, Roll-Up, Frameless, Trimmable Tread: MonoTuft HD, 9327 Dry Brown Tread Rails: Anodized Aluminum, Black Recessed roll-up walk-off mat no frame and trimmable Verify depth with manufacturer Line of concrete slab F8.1 Schluter Transition As Needed Schluter, VINPRO-S, Color: ABGB Brushed Antique Bronze Anodized Aluminum Laminate plank flooringCommercial carpeting Schluter VINPRO-S transition strip and anchor screws per manufacturer Line of concrete slab or plywood subfloor Carpet to Laminate Plank Flooring Transition Kawneer, Color: Permadized Medium Bronze Rubber Tile Roppe, Raised Circular Rubber Tile Style: Vantage #996, Color: 182 ToffeeStair Landings and SCADA 213F7.2 105 Storage 106 Stairs - -F7.2 (2) layers 5/8" typeX gyp bdConc. & Wood F1.0 F7.2 X9.1 Hardie Soffit Boards James Hardie, Smooth Vented Soffit, Cobble StoneEntire Building Concrete Concrete Concrete Concrete Concrete Wood Wood Wood Wood Wood Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete Concrete F4.1 F4.1 F4.1 F4.1 F4.1 F4.1 F4.1 F4.1 F3.1 F3.1 F3.1 F3.1 F3.1 F7.2 F5.1 F5.1 B4.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 B2.1 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd & 5/8" Tile Board 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd ACT & Conc. ACT & Conc. ACT & Conc. A.C.T. A.C.T. 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd 5/8" Gyp Bd A.C.T. A.C.T. A.C.T. A.C.T. A.C.T. A.C.T. A.C.T. A.C.T. C2.1 C2.1 C2.1 C0.0 & C3.1 C0.0 & C3.1 C2.1 C2.1 C2.1 C2.1 C2.1 C2.1 C3.1 C3.1 C3.1 C3.2 C3.1 C3.1 C3.1 C2.1 C2.1 C3.1 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 5/8" Gyp Bd & 5/8" Tile Board 5/8" Gyp Bd & 5/8" Tile Board 5/8" Gyp Bd & 5/8" Tile Board 5/8" Gyp Bd & 5/8" Tile Board 5/8" Gyp Bd & 5/8" Tile Board 5/8" Gyp Bd & 5/8" Tile Board 5/8" Gyp Bd & 5/8" Tile Board W3.1 & W3.2 and W2.1 W3.1 & W3.2 and W2.1 W3.1 & W3.2 and W2.1 W3.1 & W3.2 and W2.1 W3.1 & W3.2 and W2.1 W3.1 & W3.2 and W2.1 W3.1 & W3.2 and W2.1 5/8" Gyp Bd & 5/8" Tile Board W3.1 & W3.2 and W2.1W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.2 W2.4 W2.3 W2.4 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1 W2.1 & W4.1W2.1W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1W2.1W2.1W2.1 W2.1 W2.1 W2.1 W2.1 Textured and Painted Textured and Painted Textured and Painted Textured and Painted 1. SUMMARY - Single application sealer-hardener for existing concrete floors. Precautions for avoiding staining concrete before and after application. 2. REFERENCES ASTM C779 Std Test Method for Abrasion Resistance of Concrete Surfaces. ASTM C805 Standard Test Method for Rebound Number of Hardened Concrete. ASTM D3359 Standard Test Methods for Measuring Adhesion by Tape Test. ASTM G23 Practice for Operating Light-Exposure Apparatus (Carbon-Arc Type) With and Without Water for Exposure of Nonmetallic Materials 3. SUBMITTALS a. Product Data: Submit product data, including manufacturer’s data sheet, installation instructions and technical bulletins for specified products. b. Certificates: Manufacturer’s certification that the installer is acceptable. c. Maintenance Data: Maintenance instructions, including precautions for avoiding staining after application. 4. QUALITY ASSURANCE - Installer shall be acceptable to the Manufacturer. Installer shall have experience with at least (3) previous installations of this product 5. MANUFACTURER Manufacturer: Curecrete Distribution, Inc. or Approved Substitute Address: 1203 W. Spring Creek Place, Springville, UT 84663-0551 Telephone: (800) 998-5664, (801) 489-5663; Fax: (801) 489-3307 Email: info@ashfordformula.com Website: www.ashfordformula.com 6. MATERIAL - Cure-Seal-Hardener: Ashford Formula, a water-based, chemically reactive penetrating sealer and hardener that densifies concrete to seal against water molecules, but allows air and water vapor to pass, so that concrete can achieve full compressive strength for minimized surface crazing and elimination of dusting. a. Abrasion Resistance to Revolving Disks: At least a 32.5% improvement over untreated samples when tested in accordance with ASTM C779. b. Surface Adhesion: At least a 22% increase in adhesion for epoxy when tested in accordance with ASTM D3359. c. Hardening: As follows when tested in accordance with ASTM C39: i. After 7 Days: An increase of at least 40% over untreated samples. ii. After 28 Days: An increase of at least 38% over untreated samples. d. Coefficient of Friction: 0.86 dry, 0.69 wet when tested in accordance with ASTM C1028. e. Rebound Number: An increase of at least 13.3% over untreated samples when tested in accordance with ASTM C805. f. Light Exposure Degradation: No evidence of adverse effects on treated samples when tested in accordance with ASTM G23. 7. MANUFACTURER’S INSTRUCTIONS - Compliance: Comply with manufacturer’s product data, including product technical bulletins, product catalog installation instructions and product carton instructions for installation. 8. EXAMINATION - Do not begin installation until substrates have been properly prepared and are suitable for application of product. Notify Architect of unsatisfactory conditions. 9. PREPARATION a. Clean surfaces thoroughly prior to installation. b. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. c. Do not use frozen material. Thaw and agitate prior to use. d. If construction equipment must be used for application, diaper all components that might drip oil, hydraulic fluid or other liquids. 10. INSTALLATION a. New Concrete: Apply cure-seal hardener to new concrete as soon as the concrete is firm enough to work on after troweling; with colored concrete, wait a minimum of 30 days before application. i. Spray on at rate of 200 ft2/gal (5 m2/L). ii. Keep surface wet with cure-seal-hardener for a minimum soak-in period of 30 minutes without allowing it to dry or become slippery. If slipperiness occurs before the 30 minute time period has elapsed, apply additional cure-seal-hardener, as needed, to keep the entire surface in a non- slippery state for the first 15 minutes; for the remaining 15 minutes, mist the surface as needed with water to keep the material in a non-slippery state. In hot weather conditions, follow mfgr's application procedures. iii. When the treated surface becomes slippery after this period, lightly mist with water until slipperiness disappears. iv. Wait for surface to become slippery again, and then flush entire surface with water to remove all cure-seal-hardener residue. v. Squeegee surface completely dry, flushing any remaining slippery areas until no residue remains. vi. Wet vacuum or scrubbing machines can be used in accordance with manufacturer’s instructions to remove residue. b. Existing Concrete: Apply cure-seal-hardener only to clean, bare concrete. i. Thoroughly remove previous treatments, laitance, oil and other contaminants. ii. Saturate surface with cure-seal-hardener; respray or broom excess onto dry spots. iii. Keep surface wet with cure-seal-hardener for a minimum soak-in period of 30–40 minutes. iv. If most of the material has been absorbed after the 30 minute soak-in period, remove all excess material, especially from low spots, using broom or squeegee. v. If most of the material remains on the surface after the 30 minute soak-in period, wait until the surface becomes slippery and then flush with water, removing all cure-seal-hardener residue. Squeegee completely dry, flushing any remaining slippery areas until no residue remains. vi. If water is not available, remove residue using squeegee. 11. PROTECTION - Protect installed floors for at least 3 months until chemical reaction process is complete. a. Do not allow traffic on floors for 3 hours after application. b. Do not allow parking of vehicles on concrete slab. c. If vehicles must be temporarily parked on slab, place drop cloths under vehicles during entire time parked. d. Do not allow pipe cutting using pipe cutting machinery on concrete slab. e. Do not allow temporary placement and storage of steel members on concrete slabs. f. Clean up spills immediately and spot-treat stains with degreaser or oil emulsifier. g. Clean floor regularly in accordance with manufacturer’s recommendations. Concrete Floor Finishing 1. STANDARDS a. ASTM C 36: Specification for Gypsum Wallboard b. ASTM C 79: Test Method for Gypsum Sheathing Board c. ASTM C 422: Spec for Gypsum Backing Board and Coreboard d. ASTM C 620: Spec for Water-Resistant Gypsum Backing Board e. ASTM C 840: Spec for Application & Finishing of Gypsum Board f. ASTM C 931: Specification for Exterior Gypsum Soffit Board g. ASTM C 1047:Specification for Accessories for Gypsum Wallboard h. Gypsum Association GA-214: Levels of Gypsum Board Finish. 2. SUBMITTALS - Submit product data for each product listed herein. 3. PROJECT CONDITIONS - During gypsum board application and finishing, maintain temperatures within the building within the range of 50°F to 70°F. Provide adequate ventilation to eliminate excess moisture. Environmental Requirements: Maintain environment in accordance with ASTM C 840. 4. QUALITY ASSURANCE: Single-Source Responsibility: Obtain gypsum board products, joint treatment products, and textured coatings from single mfgr. 5. DELIVERY, STORAGE AND HANDLING a. Packing and Shipping: Have materials shipped in Manufacturer’s original packages showing Mfgr and brand name. b. Storage and Protection: Store materials inside and protected from damage by the elements. Protect ends, edges, and faces of gypsum boards from damage. Protect furring channel accessories from bending. 6. MANUFACTURERS OF STANDARD PRODUCTS a. USG b. National Gypsum Co. c. G-P Gypsum Corp. 7. MATERIALS a. Wall Board for Partitions: 5/8" thick tapered gypsum board. Install water resistant wallboard in restrooms equal to USG "WR". Comply with ASTM C630 'X'. Seal cut edges of water resistant wall boards. b. Gypsum Ceiling Board: A gypsum core ceiling panel with additives to enhance the sag resistance of the core and surfaced with paper on front, back and long edges. 5/8" thick unless noted otherwise. c. Wall Board for partitions at tile location: Georgia Pacific 5/8 inch Dens-Shield Tile Backer or Approved Substitute. d. Adhesive: As recommended by the Gypsum Wallboard Manufacturer. e. Fasteners i. Wallboard or Framing: USG Hi-Lo Type S Bulge Head Screws ii. Stud to Door Frame: 1/2" USG Type S-12 Pan Head Screws iii. Wallboard to Wallboard: 1½" USG Type G Bulge Head Type S Screws. f. Joint Treatment - Prefiller: USG "Durabond 90" or approved substitute. Tape: USG "Perf-a-tape". Filler: USG "Ready-Mixed Joint Compound". g. Metal Trim i. Control Joints: USG Control Joint #093, roll-formed of zinc or Approved Substitute. ii. Corner Beads: USG "Durabead" corner reinforcement #103 or Approved Substitute. iii. Casing Beads: USG Metal Trim #200-B. h. Access Doors: Shall be Milcor or approved substitute. Style DW at all gypsum wallboard locations and style M stainless steel at tile locations. Installation of doors provided by MEP is considered part of this. Size as shown or as required by Trades. Provide quantity as required by code. 8. INSTALLATION a. General: Apply and finish in accordance with Gypsum Association GA216. Install Work in accordance with Mfgr's recommendations, and the Gypsum Construction Handbook published by US Gypsum Co. Install tile backer board at all wall locations to receive tile. Install water-resistant gypsum board in restrooms, and janitors rooms (walls and ceilings) which do not receive tile. b. Isolate perimeter of non-load-bearing partitions at structural abutments. Provide 1/4" to 1/2" space and trim edge with casing bead. Seal joints with acoustical sealant. Do not fasten drywall directly to runner tracks. c. Layout: Apply wall panels vertically full height. Apply ceiling panels in as long lengths as practical to keep joints to a minimum. d. Fasteners: Apply boards to framing with screws in accordance with the Manufacturer’s recommendations. e. Moisture Resistant: Apply WR sealant to cut edges and nail heads. f. Cut Holes for devices, pipes, etc. shall not exceed size of cover plate or escutcheon. Repair oversize holes w/ new panel; spackle not permitted. g. Apply Trim at corners, where drywall abuts dissimilar, and as indicated. h. Acoustical Sealant: Apply at all penetrations of gypsum board at walls with acoustical insulation, and as noted on Drawings. j. Finishing: The Gypsum Association levels of finish shall be provided at the following locations: i. Level 1 Finish is acceptable at Attics, Plenum spaces, other concealed locations unless otherwise indicated. ii. Level 2 Finish is acceptable behind tile application, and in rooms used only for Mechanical and/or Electrical Equipment unless otherwise indicated. iii. Level 3 Finish may be used behind rigid or heavy-weight wall coverings unless otherwise indicated. iv. Level 4 Finish is typical throughout the building and shall be provided unless otherwise indicated v. Level 5 Finish not required this project k. Priming: Gypsum board shall be primed m. Texturing: Light orange peel texture. n. Exposed Edges i. At all exposed edges, use corner beads or casing beads to provide a true edge. Install with joint treatment finish per Mfgr's recommendations. ii. Complete metal framing at corners, other than 90 degree corners, using sheet metal of same gauge as adjacent framing to provide solid backing for gypsum board application. iii. Provide Corner Guards as indicated. p. Provide framing, furring and chases as required to incorporate Work of other trades including mechanical and electrical to provide recessed mounting unless specifically noted otherwise and a smooth, flush finish appearance. q. Cleaning i. Do not allow the accumulation of scraps and debris arising from the Work of this section. ii. Maintain the premises in a neat and orderly condition at all times. iii. In the event of spilling or splashing compound onto other surfaces, immediately remove the spilled or splashed materials and traces of residue to the approval of the Architect. Steel Pipe Handrails 1. 1½" dia steel pipe shall be provided on both sides of stairs. 2. Top of handrail to be 36" above walking surface. 3. Edges shall be rounded. All welded joints to be ground smooth. All railings are to have Black Powder Coat finish unless otherwise noted. 4. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback stairs shall be continuous between flights. 5. Clearance between handrail gripping surface and adjacent surfaces shall be 1½". 6. At the top and bottom of a stair flight, handrails shall extend horizontally above the landing for 12" from the stair nosing. Extensions shall return to a wall, post, or landing surface. Line of concrete slab or plywood subfloor Laminate plank flooring Schluter VINPRO-S transition strip and anchor screws per manufacturer Johnsonite reducing strip 1/8" to 0" x 12" wide Roppe rubber tile flooring Rubber Tile to Laminate Plank Flooring Transition W4.2 Marlite, P151 Light GreyFRPEmergency Shower in Lab 1 1 March 27, 2020 Sealing not required 1 3/27/20 Sheet Number A19 Joseph E Calvin Date Sheet Title Finishes Schedule, Notes and Details January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 2 A16 3 A16 15" min 18" typ 24" max 12" Conference Room - North3Scale: 1/4" = 1'-0" Conference Room - East2Scale: 1/4" = 1'-0" Ofﬁce - North14Scale: 1/4" = 1'-0" Hallway - East13Scale: 1/4" = 1'-0" Hallway - West12Scale: 1/4" = 1'-0" Reception - South9Scale: 1/4" = 1'-0" Reception - Desk Back8Scale: 1/4" = 1'-0" Reception - Desk Side7Scale: 1/4" = 1'-0" Reception - Desk Side6Scale: 1/4" = 1'-0" Reception - Desk Front5Scale: 1/4" = 1'-0" Reception - West4Scale: 1/4" = 1'-0" General Notes Fill 21"30"39"18" 34 " Fill 18"33" 1½" Furring 30 " Fill 36"39"36"Fill Fill 15" 34 " 33 " 33 " 12 " D e e p 24 " D e e p 24 " D e e p 33 ½" 26 ½" 36 " 36"36"36"36" Fill 48"48"48" Fill Fill Fill 8' - 0 " 12 " D e e p Fill 42" 34 " 20 " 42 " Fill 42" 8' - 0 " 60 " 24 " D e e p 12 " D e e p 30 " 24 " 42 " 8' - 0 " Fill 30"30"36" Fill Fill 30"30"30" 48 " 36" 12" 42" 12"Fill 30" 30 " 24 " 42 " 8' - 0 " 24 " D e e p 12 " D e e p 32"30" Leg 30"30"Leg 48 " 12 " 36 " 8' - 0 " 12 " D e e p P 202.1 202.2 209.1 208.1 207.1 206.1 8' - 4 " 205.1 204.1 202.2 203.1 211.1 R R 211.1 P 202.1 200.2 N assembly Typical Restroom Elevations1Scale: 1/4" = 1'-0" 18"18" 36"6" 40 " 36 " 24" 36 " 39"15" 18 " 36 " 40" 18 " 40 " 42" 18" 24" 34 " 46 " Varies 30" deep drawers for blueprints & drawings 8'-2" min 34 " 8½" 24 " 76"9" 30 " Restroom Accessories Surface Mounted Paper Towel Dispenser Sink Mirror — bottom of reflective surface at 40” aff max Protective Drain Pipe Padding Wall Mounted Soap Dispenser 36” Horizontal Grab Bar at 36” aff 42” Horizontal Grab Bar at 36” aff 18” Vertical Grab Bar at 40” aff Surface Mounted Large Roll Toilet Paper Dispenser Sanitary Napkin Disposal — Women’s Restrooms Only Coat Hook at 42” aff Bobrick B-165 24” x 42” Bobrick B-5050 1 2 3 4 5 6 7 8 9 10 Bobrick B-4262 Bobrick B-5806-36 Bobrick B-5806-42 Bobrick B-5806-18 Bobrick B-2892 Bobrick B-270 Bobrick B-682 1 2 3 4 3 5 6 7 8 9 10 Dashed line represents required knee clearances Re: Detail 1/A2 72" TV by Owner with A/V, power, and data connections in wall behind Sink 60 " Accessible Height Under counter Refg by Owner Standard coffee pot by Owner Sconce lighting Re: Electrical Adjustable height computer base with countertop to match other areas Plotter by Owner Printer Copier by Owner 45" min Drinking fountain Re: Plumbing Drawings 6'-3" min Certificates and Awards Stackable chair storage space 3D metal signage Reception Desk Detailing10Not to Scale 10 A20 10 A20 10 A20 10 A20 Reception Desk Signage11Scale: 1/2" = 1'-0" 12" X3.1 W3.1 W3.1W3.3 W3.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.1 W2.3 W2.3 W2.4T4.1 W2.1 W2.1 W2.1 W2.3 W2.1 W2.1 W2.1 W2.3 Frame wall below cabinets where concrete slab floors vary in height. Cover with 5/8" gyp bd W2.1 W3.1 W3.1 1. Provide blocking in all restroom walls as required for toilet partitions, grab bars, and toilet accessories -- verify locations with Architect prior to drywall installation. 2. Provide submittals for new toilet partitions, toilet accessories, and plumbing fixtures. 3. Verify all finishes and fixtures with Owner and Architect prior to ordering. 4. Install tile backer behind wall tile and under floor tile, typical. 5. Refer to Sheet A22 for Interior Finish Renderings. 6. Vinyl base shall be installed with preformed corners. 7. Refer to Finish Key on Sheet A19 for manufacturer, grade, and colors for finishes. 8. Refer to notes on Sheet A21 for typical cabinetry construction. 9. Frame the ceiling (lid) of the new restrooms with 2x8 at 16" oc. Ceiling to be min 5/8" gyp bd -- Refer to Finish Schedule Sheet A19. Provide min 4" sound batt insulation between joists on top of ceiling. Install 1/2" plywood or OSB decking on top of joists to allow for access to and mounting of plumbing and/or mechanical equipment. Refer to Plumbing and Mechanical drawings. Frame walls on top of restroom lid as needed to receive ceiling planes of surrounding spaces, but maintain above-acoustic-ceiling access to platform. 10. All work shall comply with governing codes for construction and universal accessibility including the 2015 International Building Code (IBC), 2017 ICC/ANSI A117.1 Accessibility Guidelines, and the Americans with Disabilities Act (ADA). 11. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. Alternately 8" galv steel 24ga plates or strapping may be used. 11 A20 Furring, wainscoting, and solid surface tops continuous along south wall of Conference Room 2'-6" 2' - 6 " 4" 4' - 0 " 4'-8" 2'-6" 1' - 4 " 5" 4" 5" 7½"2¼" 8" T4.1 2¼" tall individual characters sign 4½" tall individual characters sign T4.1 T4.1 3/4" thick solid surface 2'-0" wide x 1/2" thick steel plate3" dia steel pipe legs4" x 8" x 1/4" steel plate 2" x 6" x 1/2" steel plate 1/2" dia x 1" long steel stud welded to bottom plate and embedded into 1" deep hole drilled into concrete 30° X7.1 1 ½" thick solid surface with bullnose edge 2½" radius edge X4.1 W2.4 W2.4 X7.1 (2) 1/2" steel rods at each post Create 1"x1" chamfer in in steel plate Caulk between steel plate and tile 1' - 0 " 3' - 0 " 4' - 0 " 1 1 1 1 1 1 1 5'-0" min clr 1 1 1 1 March 27, 2020 3/27/20 Sheet Number A20 Joseph E Calvin Date Sheet Title Interior Elevations January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC Training Room - South6Scale: 1/4" = 1'-0" Training Room - West5Scale: 1/4" = 1'-0" Locker Room - North1Scale: 1/4" = 1'-0" Locker Room - West2Scale: 1/4" = 1'-0" Locker Room - South3Scale: 1/4" = 1'-0" Drop-Off - East8Scale: 1/4" = 1'-0" Drop-Off - South7Scale: 1/4" = 1'-0" Testing Lab - North16Scale: 1/4" = 1'-0" Testing Lab - East15Scale: 1/4" = 1'-0" Testing Lab - South14Scale: 1/4" = 1'-0" Testing Lab - West13Scale: 1/4" = 1'-0" Lab - Island12Scale: 1/4" = 1'-0" Lab - Island11Scale: 1/4" = 1'-0" Lab - Island10Scale: 1/4" = 1'-0" Lab - Island9Scale: 1/4" = 1'-0" 18"30"36" 34 " 36"36" 32 " 21 "15 " 72 " 7' - 3 " 24 " D e e p 12 " D e e p 6' - 4 " So f f i t Fill (9) Lockers at 18" wide = 13'-6" 30 " 30"30"Fill 61 " 18 " D e e p 6' - 4 " So f f i t Fill (7) Lockers at 18" wide = 10'-6" 42"48"48"48" Fill 48" Fill 36"Hold away from wall 7" same as existing 32" 36 " 18 " 30 " 13" 18"36"18" 30 "36 " 18 " 30 " 13" Hold away from wall 7" same as existing 18"36" 1" 30 " 18 " 36 " 18"36"Fill 12 " D e e p 24 " D e e p Hold away from wall 7" same as existing T 214.1 LL Hold away from wall 7" same as existing Fill 36"42"32"Hold away from wall 7" same as existing 36 " 18 " 30 " Hold apart 14" same as existing 36 " 48"36"24"24" 36 " Knee Space Hold apart 14" same as existing 36 " 48"36"24"24" 36 " Knee Space 218.2 102.1101.1 Women's RR4Scale: 1/4" = 1'-0" 30" Support Leg 69" 34 " 22 " 22 " 22 " 22 " 22 " 22 " 25" F4.1 Fill 30"30" Fill 72 " 21"21"15"15" 30 "36 " 18 " 30 " 48" 48"24"24" Fill 48" 18 " D e e p Soffit above lockers Soffit above lockers 30"W Free-standing shelving by Owner Wall hung labatory HVAC ductwork soffit Sample sign-in station Three-tier shelving for coolers 36" Refg by Owner Sample Refg by Owner Metal Lockers 18" W x 24" D x 72" T on top of 4" base Metal Lockers 18" W x 24" D x 72" T on top of 4" base Sink High-capacity coffee maker with water connection Hood Book shelves Convection microwave by Owner Standard microwaves and coffee pots by Owner Sample Refg by Owner Sink Sink Water heater for emergency shower Re: Plumbing Fill 30"30"53" +/-30"30"30" Fill 15"30"Fill 83" +/-15"30"30"Fill 34 " 23 " 30 " 34 " 20 " 33 " 12 " D e e p 24 " D e e p 12 " D e e p 24 " D e e p Open Shelving 48" 18"18" 30 " ♿♿ W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W2.5 W4.2 W2.5 W2.5 W2.5 W2.5 W2.1 W2.1 W2.1 W2.1 W4.1 W2.1 W4.1 W2.1 W2.1 W2.1 General Notes 1. Provide blocking in all restroom walls as required for toilet partitions, grab bars, and toilet accessories -- verify locations with Architect prior to drywall installation. 2. Provide submittals for new toilet partitions, toilet accessories, and plumbing fixtures. 3. Verify all finishes and fixtures with Owner and Architect prior to ordering. 4. Install tile backer behind wall tile and under floor tile, typical. 5. Refer to Sheet A22 for Interior Finish Renderings. 6. Vinyl base shall be installed with preformed corners. 7. Refer to Finish Key on Sheet A19 for manufacturer, grade, and colors for finishes. 8. Refer to notes above typical cabinetry construction. 9. Frame the ceiling (lid) of the new restrooms with 2x8 at 16" oc. Ceiling to be min ⅝" gyp bd -- Refer to Finish Schedule Sheet A19. Provide min 4" sound batt insulation between joists on top of ceiling. Install ½" plywood or OSB decking on top of joists to allow for access to and mounting of plumbing and/or mechanical equipment. Refer to Plumbing and Mechanical drawings. Frame walls on top of restroom lid as needed to receive ceiling planes of surrounding spaces, but maintain above-acoustic-ceiling access to platform. 10. All work shall comply with governing codes for construction and universal accessibility including the 2015 International Building Code (IBC), 2017 ICC/ANSI A117.1 Accessibility Guidelines, and the Americans with Disabilities Act (ADA). 11. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. Alternately 8" galv steel 24ga plates or strapping may be used. 60" TV by Owner with A/V, power, and data connections in wall behind Laminate-Clad Cabinetry 1. REFERENCES - Minimum standards for Work within this section shall be in conformity with the Architectural Woodworking Institute (AWI) Architectural Woodworking Standards (AWS), latest edition, Standards of the Architectural Millwork Industry, as adopted by the Architectural Woodworking Institute. 2. SUBMITTALS - Submit in conformance with AWS Section 1, “Basic Requirements for Architectural Millwork Shop Drawings". Submit (2) samples of each laminate and melamine finish on min 6"x12" substrate in patterns selected. Submit a sample of each item of cabinet hardware, in the job specified finish, visible at exposed surfaces when the cabinet doors and drawers are closed. 3. QUALITY ASSURANCE - Grade: Semi-Custom Qualifications: Contractors and their personnel engaged in the Work shall be able to demonstrate successful experience with Work of comparable extent, complexity and quality to that shown and specified. 4. DELIVERY, STORAGE AND HANDLING - Deliver materials only when the project is ready for installation and the GC has provided clean, dry storage area. 5. CABINET CONSTRUCTION - Multiple Self Supporting (and wall- mounted) Units. Cabinets are to be fabricated to the size illustrated, as adjusted to fill the intended area, with trim and fillers as required for flush and aligned appearance. Cabinet box construction with face frames comprises of rails and stiles. Drawer and Door Style shall be flat Slab type. Doors and drawers shall Overlay frames in Standard (aka Partial) arrangement with min ½" and max 1" reveal of the face frame. Substrate to receive melamine or plastic laminate shall be min 48 pcf particle board. Fabrication shall comply to First Class Workmanship, as defined by the AWI Architectural Woodwork Standards Adhesive used shall be Type II. 6. FINISHES - High-Pressure Decorative Laminates (HPDL) shall be applied to all exposed and semi-exposed exterior surfaces. Face frames have a different laminate color and pattern than drawer and door faces - see Finish Key at right. Bottom surfaces of wall (upper) cabinets shall match finish of face frames. Interior exposed surfaces HPDL or melamines to be white. Door and drawer edge faces are to be Doellken or approved substitute edge tape, machine applied, matching color of faces. Edges between adjacent surfaces shall be clean, even and smooth without projections or snags. 7. HARDWARE - Casework hardware shall be the desired type, Manufacturer, and finish listed as follows: a. Shelf Pilasters and Rests: Heavy-duty slotted metal pilasters. b. Shelf Brackets: Heavy-duty brackets for open shelving applications only. c. Drawer & Door Pulls: Ives 3½" wire pull, 315/711 Black Anodized finish. d. Drawer & Door Locks: Flush mounted of suitable durability. Key per Client. e. Catches: Magnetic Touch Latch - E.B. Bradley or Approved Substitute. f. Drawer Slides: Blum Tandem plus Blumotion full-extension concealed, Blum Standard 230M Series, or KV MuV self-close undercount slides. g.Hinges: Blum or aprvd. substitute - concealed, min 100° swing, self-closing. h. Leveler Legs: Blum or Approved Substitute Leveler Legs, as required. j. Bumpers: Surface applied bumpers for silencing all doors and drawers. 8. ADJUSTABLE HEIGHT COUNTERTOP - Install at location shown at reception desk - nominally 42" wide - Jarvis Standing Desk Frame or approved substitute - color black - countertop material and finish to match surrounding desk - all electric devices and controls to be provided and installed at location to be confirmed by Client - monitor arm and CPU holder accessories not required. 9. EXAMINATION - Verify the adequacy and proper location of any required blocking/backing or support framing. Verify that mechanical, electrical, plumbing and other building items (supplied by others) effecting Work in this section is in place and ready. 10. INSTALLATION - All Work shall be secured in place, square, plumb and level. All Work abutting other components shall be properly scribed. All mechanical fasteners at exposed and semi-exposed surfaces, excluding installation attachment screws, shall be countersunk. Method of attachment, including the type, size, frequency, and/or spacing of anchoring devises and fasteners shall comply to AWS minimum requirements or as indicated on the Drawings. Work must meet the requirements of the International Building Code (IBC), ANSI A117.1 Accessibility Guidelines, and the Americans with Disabilities Act (ADA). 11. ADJUSTING - Before completion of the installation, the Installer shall adjust all moving or operating parts to function smoothly and correctly. 12. CLEANING - Upon completion, Installer shall wipe down all millwork surfaces and shall clean all items installed of pencil or ink marks and broom clean the area of his operations, depositing debris in containers provided by the GC. Metal Lockers Manufacturer: Republic Storage Systems or approved substitute Material: Cold-rolled steel: 16 ga door, 24 ga body Assembly: Knock Down with bolts and nuts Unit Configuration: Single Tier, Single Door, Flat Top Unit Dimensions: 18" W x 24" D x 72" T End Panels: 16 ga end finishing panels Bases: 16 ga 4" tall Zee-base - floor with welded joints to extend up base Color: 98 Light Beige Ventilation: Standard Louvers Hinge: Full loop, 2" 5-knuckle hinges nested in door slot; welded to frame and double-riveted to door. Handle: Stainless steel recessed handle with plastic-protected lifting trigger. Built-in lock. Meets ADA requirements for accessibility. Latching: Quiet, multi-point latching on heavy gauge frame hooks with rubber silencers. Concealed quiet lock bar locked in place and isolated from metal-to-metal contact by polyethylene glides. Locking: Grooved key spring bolt with master key Interior: (1) hat shelf - northwest accessible locker have shelves at 4'-0" aff (1) double prong rear hook (2) single prong side wall hooks All hooks shall be made of steel, formed with ball points, zinc-plated and attached with two bolts or rivets. Number Plates: Mrgr Standard single numeral, no logo Numbered in clockwise (left to right) direction from the northwest (2) northwest lockers to have international symbol of accessibility. Blocking: Install blocking in walls per mfgr recommendations Benches: Pedestal Benches: (1) unit at 8'-0"L x 9½" W x 17½"T (1) unit at 3'-6"L x 24"W x 17½"T Accessible 1¼" full finished thickness, laminated maple (4) Pedestals: 1¼"ϕ tubing with 10 gauge steel flanges welded Attach to floor per mfgr recommendations Unisex Accessible Restroom Sign Refer to Signage Notes on Sheet A23 4' - 0 " T O c o a t h o o k 1 Bench 42"W x 24"D x 17½" with (4) pedestals Installed immediately against the south wall 1 1 1 1 1 Washer and Dryer by Owner - Equipment to comply with ICC A117.1 Section 611 for accessibility 1 Dashed line represents required knee clearances Re: Detail 1/A2 36"x30" White Board 1 48"x36" bulletin board 60"x36" white board 1 1 March 27, 2020 3/27/20 Sheet Number A21 Joseph E Calvin Date Sheet Title Interior Elevations January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC Hall 203 looking toward RestroomsConference Room 202 looking northwestConference Room 202 looking northeastAt Conference Room Door 202.1 looking south Women's Restroom 204 looking northeastReception 201 looking westReception 201 looking northeastLevel 1.5 Training Room looking northeast Hall 203 looking southeastReception 201 looking southwestReception 201 looking southeastLevel 1.5 Training Room looking southwest Hallway 212 looking south and up at Mechanical Platform door 250.1Hallway 212 looking southwestOfﬁce 210 looking east Testing Lab 214 looking northeastTesting Lab 214 looking southwest with Work Area 216 beyondSample Drop Off 218 looking southeast W2.5 W2.5 W2.5 F4.1 T4.1 W2.5 C3.1 W2.5 W2.5 W4.1 W2.5 C3.1 F4.1 W4.1 C3.2 W2.5 W2.5 W2.5 F4.1 W2.5 W2.5 C3.1 W2.5 W2.5 W2.5 C3.1 W2.3 F3.1 F4.1 F7.2 W2.5 C3.1 C3.1 C2.1C2.1 F4.1 F4.1 W2.5 W2.5 W2.5 F4.1 C3.1 X3.1 W3.1 T4.1 W2.4 F4.1 F4.1 F3.1 W2.5 W2.5 C3.1 C3.1 W2.3 W2.3W2.5 W2.5 F4.1 W2.5 W2.5 C3.1 T4.1 W2.3 F4.1 W2.5 W2.5 C3.1 C2.1 C3.1 F4.1 W2.4 T4.1 W2.5 W2.5 F3.1 C3.1 W2.3W2.3 W2.5 W2.5 W2.5 F4.1 T4.1 W2.5 W2.5 W2.5 W2.5 C2.1 W3.1 W3.1 W3.1 W3.1 F4.1 W3.3 W3.3 W3.3 C2.1 W2.5 W2.5 W2.5 W2.5 F4.1F4.1 W3.1 W3.1 W3.1 W3.3 W3.3 W3.3 F3.1 W2.5 W2.5 W2.5 W2.5 W2.5 C3.1 W2.3 W2.5W2.5 C3.1 F3.1 F4.1 W2.3 W2.3 C3.1 W2.5 F3.1 General Notes 1. This sheet is provided for reference only to represent colors and finishes. Refer to other sheets for accurate dimensions, notes, and details. 3/27/20 Sheet Number A22 Joseph E Calvin Date Sheet Title Interior Finish Renderings January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC Door & Window Notes Fiberglass Unit Windows Mrgr: Pella or approved substitute Product: Impervia Fiberglass Glass: 11/16" Advanced Low-E Insulated Glazing with argon Operation: Casement Windows Alternate: Provide deductive price to change to Horizontal Slider Operation Performance: Thermal Max U0.28; SHGC 0.37 Frame Color: Brown Solid Interior and Exterior Hardware: Fold0away Crank - Cam-action Lock - Finish: Mat Black Grilles: None Screens: Mfgr Standard Insect Screen Trim: Head and Jamb: Drywall with corner beads; Sill: Corian Solid Surface - Granola Aluminum Curtain Wall, Storefront and Entrances Mfgr: Kawneer, Manko, Arcadia or approved substitute - all products shall come from a single manufacturer Curtain Wall Product: Kawneer 1602 or Manko 200XPT-3 Storefront Product: Kawneer Trifab 601UT or Manko 2600XPT Entrance Door Product: Kawneer 500T Insulpour Thermal - 5" side and top rails and 10" bottom rail Structural Design: Delegated Design: Design glazed aluminum curtain walls, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. Design shall be in accordance with Aluminum Association “Specification for Aluminum Structures”. There shall be no deflection in excess of L/175 of the span of any framing member at design load. Wind loads: Provide systems; include anchorage, capable of withstanding wind load design pressures of 55 psf inward and 55 psf outward. The design pressures are based on the 2015 IBC Air Infiltration: In accordance with ASTM E 283. Air infiltration rate shall not exceed 0.06 cfm/sf at a static air pressure differential of 6.24 psf Water Resistance: In accordance with ASTM E 331. There shall be no leakage at a static air pressure differential of 10 psf as defined in AAMA 501. There shall be no leakage at a dynamic air pressure differential of 10 psf as defined in AAMA 501. Performance: Max U0.38 (AAMA Specification 1503) Condensation: CRF shall not be less than 68 frame and 67 glass (AAMA Specification 1503) Submittals: Product Data including specifications, calculations/structural performance curves, and sample warranty Shop drawings including elevations, sections and anchorage Finish Samples Dimensions: Width and Height: Approximate dimensions as illustrated - Field verify dimensions and conditions Mullion Width: 2" Sight Line Curtain Wall Depth: Approximately 7": Storefront Depth: Approximately 6" Alum Extrusions: Alloy and temper recommended by glazed aluminum curtain wall manufacturer for strength, corrosion resistance, and application of required finish and not less than 0.070" wall thickness at any location for the main frame and complying with ASTM B 221: 6063-T6 alloy and temper Aluminum Sheet: Alloy shall meet the requirements of ASTM B209. Fasteners: Aluminum, nonmagnetic stainless steel or other materials to be non-corrosive and compatible with system. Anchors & Accessories: Aluminum, nonmagnetic stainless steel, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated. When steel parts are used, provide insulation between steel material and aluminum material to prevent galvanic action. Pressure Plate: Aluminum fastened to the mullion with stainless steel screws. Reinforcing: (As required by Structural Design above) Aluminum, nonmagnetic stainless steel, or nickel/chrome-plated steel complying with ASTM B 456 for Type SC 3 severe service conditions, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated. Sealant: Permanently elastic, non-shrinking, and non-migrating type recommended for joint size and movement Thermal Barrier: Extruded of a silicone compatible elastomer that provides a minimum 3/16" separation. Glazing System: 4 sided captured. Field Installed from Exterior Glass: 1" Insulated double-pane units - comprised of ¼" Cardinal LoE2-270 glass, ½" air filled sealed cavity and ¼" clear glass - providing a U-factor of max 0.30 and SHGC of max 0.37 - EnduIG perimeter seals/spacers including primary and secondary seals, stainless steel spacer, and desiccant - tempered units to meet Code safety glass requirements at required locations and as illutrated by drawings. Glazing Gaskets: Meet the requirements of ASTM C864. Spacers & Blocks: Manufacturer's standard elastomeric type. Bond-Breaker Tape: Manufacturer's standard TFE-fluorocarbon or polyethylene material to which sealants will not develop adhesion. Glazing Sealants: As recommended by manufacturer for joint type Operable Units: Refer to Aluminum Entrance Doors below - no other operable units Aluminum Finish: Kawneer Permadized Medium Bronze inside and outside Entrance Hardware: Hardware to be supplied by entrance door manufacturer - hardware per door schedule - supply of each leaf of paired doors Butt Hinges - min 3 per leaf Locking - Kawneer Controller 3-point Locking System Door Pull - Kawneer CO-12 Panic Device - Kawneer 1686 (concealed rod) with dark bronze finish and hex key dogging - or alternately Von Duprin 9947 Push Bar - Kawneer CP (where panic hardware is not installed) Closer - Norton 1601 Stainless Steel Kick Plate Weather Stripping Door Bottom - Pemko automatic door bottom with drop seal actuation and double nylon brush for concealed (mortised) installation Threshold - stainless steel - ADA compliant Warranty: Curtainwall framing manufacturer: 2-years from date of substantial completion Insulated glass seal failure: 10-years from date of substantial completion Installer workmanship: 2-year from date of substantial completion Window Coverings Window coverings may includes operable horizontal and/or vertical blinds. Provide an allowance of $7000.00 for window coverings. Supplier/Installer to coordinate with Owner and Architect for products and selection. Locations to include all fiberglass unit windows, and storefront/curtain wall at Conference Room 202, Offices 211 and 217, and Sample Drop Off 202. Sectional Overhead Doors Mfgr: Front Range Raynor, Clopay or approved substitute Product Line: Raynor TC200, Clopay 3715 Sizes: 12'-0"x12'-0" verify in field Structural Criteria: Certified Wind Loading Panel Construction: Laminated polystyrene between 26 ga steel panels Panel Thickness: 2" Performance: Min R10 Panel Finish: Outside steel panel - Color Raynor Dark Brown or Clopay Mocha Brown - Texture Stucco Inside steel panel - Color Standard Kynar White - Texture Stucco Glazed Panels: 24"x12" insulated glass in arrangement illustrated Seals: Top, Jambs, Joints, 3" EPDM Bottom, Vinyl Thermal Break between interior and exterior panels Hinges: Min 11 ga Track and Rollers: Min 3", 12 ga galvanized normal head room Hanger Angles: Min 11 ga Counterbalance: Min Tandem Shaft Torsion Spring, High Cycle 100K; Optional Black Powder Coat Operation: Commercial Motor Driven Warranty: Min 10-yr rust, delamination, hardware; 5-yr Springs; Hollow Metal Insulated Doors and Frames Fire Ratings: Provide UL label on doors indicated on Door Schedule. Submittals: Shop Drawings shall indicate door and frame configurations, locations for cut-outs of hardware reinforcement, jamb/frame sizes, and all hardware Storage and Handling: Store doors on edge. Store frames in such a position as to prevent twisting. Doors with dimples or dents will be rejected. Warranty: Provide written warranty for doors for the life of the installation to include reasonable cost of rehanging and refinishing. References: Perform Work in accordance with the following: 1. Steel Door Institute “Recommended Specifications for Standard Steel Doors and Frames” SDI-100 for the following Classifications: a. Interior Doors: SDI-100 Grade III, Heavy-Duty, Model 1. b. Exterior Doors: SDI-100 Grade III, Extra Heavy-Duty, Model 2. 2. ICC/ANSI 117.1 Accessible and Useable Buildings and Facilities. 3. DHI – Door Hardware Institute - The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames, and Builder’s Hardware. Manufacturer: Company specializing in manufacturing steel doors and frames with minimum three (3) years experience in fabrication methods and product quality meeting the standards set by the Steel Door Institute (SDI). Ceco Doors, Steelcraft or approved substitute Materials: Steel Doors hot-rolled, pickled and oiled per ASTM and Frames: A569 and A568; cold-rolled per ASTM A366 and A568. Anchors and Manufacturer’s standard units. Use Accessories: galvanized items for units built into exterior walls, complying with ASTM A153. Fire Rated Doors Provide UL Rated Doors and Frames as and Frames: indicated on the Door Schedule. Fabrication: Fabricate units to be rigid, neat in appearance and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush and invisible. Prepare steel doors and frames to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, comply with ANSI A115 “Specifications for Door and Frame Preparation for Hardware”. Reinforce units to receive surface-applied finish hardware to be field applied. Locate finish hardware using templates supplied. Shop paint exposed surfaces of doors and frame units, including galvanized surfaces, using Manufacturer’s standard baked-on rust inhibitive primer. Door Panels: Nominal 1-3/4” thick to comply with SDI-100, of the types and styles indicated. Material: 16-gauge, ASTM A366 cold-rolled steel for interior doors at framed wall application, and 14- gauge hot dipped galvanized for exterior doors. Insulation: R4.8 for exterior doors and interior doors separating conditioned from unconditioned space R2.4 at other interior doors Frames: Comply with SDI-100, of the types and styles indicated. Material: 16-gauge cold-rolled for interior framed wall application, and 14-gauge hot dipped galvanized at exterior walls. Dimensions: 2" sight line faces - ½" returns to drywall - at interior doors, frames are to wrap framing and drywall - "Depth" given in Door Schedule is framing and drywall thickness, not overall frame dimension - at exterior doors, frames are to be installed between masonry/concrete jambs with interior and exterior finishes wrapping construction and dying into face of steel frame - tile wall finishes may die into frame returns Construction: Face Welded Transoms: At transom windows, frames are to be constructed as a single unit with no more than 2" of unbroken face between the top edge of the door bottom of glass (not including glass stops). Reinforce: 7-gauge at hinges - min 14-gauge at other hardware locations Anchors: Furnish anchors of type and number required for anchoring frames to structure, partitions, etc., as follows: (3) jamb anchors on 7’ high jamb (5) jamb anchors on jambs over 7’ Silencers: Drill stop of lock jamb of each interior frame for installation of pneumatic rubber door silencers. Provide hollow metal frames to receive 1-3/4” thick hollow metal doors as indicated on Door Schedule. Finish: Cleaning and Primer: Thoroughly clean surfaces of grease, rust and scale to ensure paint adherence. Apply one (1) coat of factory primer. Apply two (2) finish coats. Installation: Set steel frames accurately, straight and free of twist with head level and jambs plumb. Rigidly anchor to walls and partitions and securely brace until surrounding work is completed. Wherever possible, leave spreader bars in place until frames are securely anchored. Access Panels 1. Provide access panels at all locations required by Code or as required by Mechanical and Plumbing Contractors 2. Manufacturer: JL Industries, Karp Associates, Milcor, Bilco or approves substitute 3. Size: As required by code or in coordination with Mechanical and Plumbing Contractors 4. Door & Frame: 16-gauge - primed and painted steel to match painted wall finishes - stainless steel at tile and other wall finishes. 5. Lock: Key operated cylinder lock 6. At fire-rated construction, doors shall be UL or Warnock Hersey labeled. These doors shall be self-closing and self-latching. Interior Wood Doors Fire Ratings: Provide UL label on doors indicated on Door Schedule. Submittals: Shop Drawings shall indicate door configurations, locations for cut-outs of hardware reinforcement, and all hardware Samples: 1’-0” square of each type of core construction, face material and finish required. Stain Samples on wood species indicated, to match existing. Storage and Handling: Do not deliver doors until the building is entirely enclosed, drywall work is complete, and and humidity in the building has reached average relative humidity of the locality. Stack doors flat and off the floor. Do not drag doors across one another. Doors with scratches or dents will be rejected. Warranty: Provide written warranty for doors for the life of the installation to include reasonable cost of rehanging and refinishing. References: Perform Work in accordance with the following: 1. NWMA Industry Standard 1.S.1.78 - Wood Flush Doors. 2. AWI Architectural Woodwork Quality Standard, latest edition . Manufacturer: VT Industries, Weyerhaeuser, Simpson Door Co, Pinecrest, or approved substitute Door Panels: Thickness: 1-3/4” unless otherwise indicated. Faces: Unfinished Red Oak for on-site transparent finish, in 5-ply veneer, minimum. AWI Grade: Custom. Finish: Stain per Finish Key on Sheet A19 For surface mounted closer, pivot hinges, concealed closers or holders or other hardware mortised into the top or bottom edges of wood doors, edges shall be a minimum of 4 ½" (115mm) thoroughly kiln-dried hardwood Window Kit: Sizes illustrated - metal frames painted to match HM door frames - exposed fasteners permitted on pull-side only - coordinate frame profile with door levers so that levers clear frames without striking or scratching - Glass to be ¼" clear tempered - Under Cutting: Preserve full bottom rail. Installation: Fit to width by planing & fit to height using hand cross-cut saw - in no case shall doors be cut down to opening size smaller than for which they were manufactured - installation shall be by skilled finish carpenters authorized by manufacturer - comply with AWI standards - hang doors to be free of binding with hardware functioning properly - adjust doors and hardware as required and leave in proper operating condition Clearances (non-rated): Jamb: ⅛", ⅛" bevel in 2". Head: ⅛" Between double doors: ⅛" Bottom at decorative flooring: ½" Bottom at Thresholds: ¼" Bottom at Janitor and Mechanical Rooms: Coordinate with Mechanical Contractor Finish Hardware 1. The hardware supplier must have in his employ a regular member, in good standing, of the American Society of Architectural Hardware Consultants, who shall be responsible for the detailing, scheduling and ordering of the finish hardware. 2. Furnish hardware items of proper design for use in doors and frames of the thicknesses, profile, security and similar requirements indicated, as necessary for proper installation and function, regardless of omissions or conflicts in the information in the Contract Documents. 3. Submittals: a. Hardware Schedule with Hardware Cut Sheets b. Proposed Keying Schedule c. Templates: Within ten (10) days after receipt of the approved corrected hardware schedule, submit four (4) sets of templates and schedules to the hollow metal frame supplier. d. Operating and Maintenance Data - Provide Owner with Mfgr's parts list and maintenance instructions for each type of hardware supplied and necessary wrenches and tools required for proper maintenance of hardware. 4. When hardware must be installed at the factory, the hardware supplier shall send all such needed items to the respective supplier for their use in installation. The cost of this shipping requirement shall be borne by the Hardware Supplier. 5. Warranty: Provide manufacturer's written warranty for the folliwng... Closers - warrant agains mechanical failure for min 5 years Other Hardware (including cylinder locks) - warrant agains failure for min 2 years 6. References: Comply with the following standards: a. ICC/ANSI A117.1: Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. b. ANSI/NFPA 80: Fire Doors and Windows c. UL Standard 305: Panic Hardware d. Americans with Disabilities Act "ADA" e. Any item furnished or installed that does not meet code requirements shall be removed and proper items substituted at no additional expense to the Owner. f. Hardware for doors accessible to use by the handicapped shall comply with all federal, state and local codes which shall supersede these notes. The Architect must be notified of any conflicts between regulations and these notes prior to the purchase and installation of any hardware. 7. Hardware on all doors leading to or from electrical rooms, mechanical rooms, service stairs, and the like which represent a hazard to the blind, shall have knurling or abrasive coating on the door lever handle, or bar which will alert the user to potential perils present. The hardware product and installation shall satisfy all governing handicapped codes. 8. Should certain hardware items be unavailable or have been replaced by new series, Contractor shall supply hardware which has same appearance, function and quality. 9. Approved Manufacturers: Hinges Hager, Stanley, McKinney Locks & Latches Sargent Closers LCN, Norton, Corbin-Russwin, Sargent Exit Devices VonDuprin, Corbin-Russwin, Sargent, Dor-O-Matic Stops Glynn-Johnson, Ives, Corbin-Russwin, Hager Weatherstrip Pemko, Reese, Zero, Hager Door Bottoms Pemko, Reese, Zero Thresholds Pemko, Reese, Zero, Hager Silencers Glynn-Johnson, Corbin-Russwin, Hager Trim Ives, Hager Overhead Stops Sargent, Dorma 12. All hardware is to meet ANSI/BHMA Grade 1 requirements. Notify Architect of any submittal hardware that does not meet this standard. 13. Manufacture hardware supplied for metal doors or jambs to template and secure with machine screws. 14. Furnish finish hardware with all necessary screws, bolts, or other fastenings of suitable size and type to anchor the hardware in position for heavy use and long life, and of compatible material and finish. Furnish fastenings with anchors according to the material to which it is applied, and as recommended by the Manufacturer. Furnish hardware fastened to concrete with machine screws and tampins. Fasten closers on wood or mineral core doors with conventional fasteners, unless sex nuts and bolts are required by UL. Other than that required by UL, no sex nuts and bolts shall be allowed for installation. 15. Finishes: 315/711 Black Anodized, unless scheduled otherwise. Submit sample to Architect for approval. 16. Butt Hinges: a. Provide non-removable pins on exterior outswinging doors and reverse bevel interior locked doors. b. Doors with closers shall have ball bearing hinges. c. Flat button, top and bottom tips required. d. Butt Hinge Length: 4½"x4½" for doors up to 36" wide - 5"x5" for doors 36" to 48" wide. e. Number of Butt Hinges Required: Three (3) for doors up to 7’-6"; Additional hinge for every 2’-6" higher. f. Provide heavy weight hinges for entrance and restroom doors and medium weight hinges for remainder of doors unless noted otherwise. 17. Door Locks and Latchsets: a. Design shall permit removal of cylinder without removing lock from door so that construction cylinders can be replaced with permanent cylinders at time of occupancy of building. b. Provide locks and latchsets with 2-3/4" (70mm) backset and 1/2" throw latchbolt unless otherwise noted. c. Provide strikes with extended lip where required to protect trim from being marred by latch bolt. d. Provide wrought boxes with ANSI (1-1/2" x 4-7/8") strike. e. Provide heavy duty mortise locksets, 8800 Series or approved substitute for exterior doors. f. Provide Series 5400LN cylindrical locks for doors unless noted otherwise. g. Provide matching lever handles style Augusta AU, or similar, throughout. h. Provide knurled finish on lever sets to electrical rooms, mechanical rooms, stairs and other spaces, as required by ADA. j. Operations shall be as scheduled with the following definitions... PASSAGE SET -- Latch bolt always retracts by use of lever from either side. No lock. LOCK SET -- When lock is deactivated, latch bolt retracts by use of lever from either side. When lock is activated, latch bolt retracts by use of lever from inside and use of key from outside. Lock is activated/deactivated by use of key from outside or use of button press on inside ENTRANCE SET -- When lock is deactivated, latch bolt retracts by use of lever from either side. When lock is activated, latch bolt retracts by use of lever from inside and use of key from outside. When the button is pressed, the lock is activated, and is thereafter deactivated when either lever is turned. When the button is pressed and rotated, the lock remains activated until the button is turned back to it’s default position. STOREROOM SET -- Latch bolt retracts by use of key outside or use of lever inside. Outside lever is always inoperative. Inside lever is always free for egress. OFFICE SET -- When lock is deactivated, latch bolt retracts by use of lever from either side. When lock is activated, latch bolt retracts by use of lever from inside and use of key from outside. Lock is activated/ deactivated by use of key from outside. Lock is activated by use of button on inside and deactivated by turn of lever on inside. PRIVACY SET -- Latch bolt retracts by use of lever from either side unless push-button is activated. The lock is deactivated by either use of lever from the inside of the door, or by use of emergency coin-turn or pin-insert on the outside. CLASSROOM SET -- When lock is deactivated, latch bolt retracts by use of lever from either side. When lock is activated, latch bolt retracts by use of lever from inside and use of key from outside. Lock is activated/ deactivated by use of key from outside. Lock is deactivated by turn of lever on inside. Lock can not be activated without key. Inside lever is always free for egress. 18. Electronic Security Hardware: a. Supplier: Colorado Doorways, Inc. or approved substitute b. Address: 5151 Bannock Street #17, Denver, CO 80216 c. Contact: Mr. Danny Dupuis, Security Integration Account Manager Direct: (303) 312-0332 Fax: (303) 312-0376 Email: danny@doorwaysinc.com d. Manufacturer: Medeco by Assa Abloy or approved substitute e. Product: Medeco XT or approved substitute f. Description: Electronic cylinder locks installed in place of lever-set manufacturer's standard cylinder locks. These replacement cylinders are not directly powered, signaled, or programmed. These cylinders are actuated by electronic keys which provide the power and the access control for the particular door opening. The electronic keys are programmed via "the cloud" and are paired with the individual user's smart cell phone. Programming identifies which doors (which cylinders) can be accessed, during certain ranges of dates and times. The keys programming will also include "expiration dates" and therefore require occasional syncing via the smart phone and cloud in order to remain operational. Programming and charging may be done through standard USB cables using computers or tablets provided by Client. g. Components Quantity i. Non-powered, non-signaling, cylinders (4) doors + (1) spare ii. Electronic Keys (20) keys iii. USB Wall Power Chargers for Keys (20) chargers (with cables) iv. USB Vehicle Chargers (20) vehicle chargers v. Programming Cable for iPhone (lighting) (2) cables vi. Programming Cable for Android (2) cables vii. Programming Cable for Desktop/Laptop (2) cables h. Installation - Install cylinders at doors indicated on the Door Schedule j. Programming - Program standard "Staff" and "Select Public" keys k. Testing - Demonstrate operation to Town Staff and refine operation as needed m. Documentation and Training - Provide written documentation, assist in installing software, and thoroughly demonstrate software use to Town Staff 19. Door Closers: a. Provide LCN 4010 Series closers, surface mounted with removable covers, finish sprayed to match other hardware. b. Bodies to be close grained malleable iron, with (3) separate control valves (for adjusting closing and latching speeds and hydraulic backcheck) ANSI Grade 1 or Aluminum. c. Closer to be equipped with size adjustment in the field by the installer. d. Equip closers mounted on wood or mineral core doors with conventional fasteners. Sex nuts and bolts shall not be allowed. e. Closers to be installed on interior (push side) of door. f. Provide Heavy Duty arms for parallel applications. g. All closers on non-labeled interior doors shall have a maximum opening force of five (5) pounds. h. All closers shall be adjusted until the sweep period (from an open position of 70°) takes at least three 3 seconds to move to a point 3" from the latch (measured from the leading edge of the door). j. Provide closers with hold open function as Scheduled, except on doors at rated openings. 20. Stops and Bumpers: a. Wall type shall be used when possible. Provide Glynn Johnson WB35 or Approved Substitute. b. Locate wall bumpers to prevent lockset lever or closer from touching wall. Align with lockset, so that locking pushbuttons do not contact stops. c. Walls to receive proper backing for wall bumpers as specified in Section 05 40 00 Cold-Formed Metal Stud Framing. 21. Silencers: a. At metal frames: (3) at each jamb of single doors, (2) at each jamb of double doors. b. Not required on doors having weatherstrip or seals. 22. Weatherstripping, Smoke Seals and Door Bottoms: a. Provide continuous neoprene weatherstripping at head and jamb of all exterior doors. b. Provide continuous smoke seals at head and jamb of rated doors, as indicated on Door Schedule. c. Provide door bottoms on all doors requiring smoke seal or weatherstripping. d. Fasten all weatherstripping, smoke seals, and door bottoms by Manufacturer’s approved methods. 23. Thresholds: a. Sized for opening - max height ½" - max slope 50%. b. Provide thresholds equal to Pemko 2005DS, as scheduled 24. Trim: Supply kickplates with min 0.05" thick, 10" tall x 2" less than the nominal door width of single doors, and 1" less for double doors, installed on push side. 25. Overhead Stop: Provide Sargent 690 Series for exterior doors and 1530 for interior doors - Contractor shall coordinate preparation of doors and frames to receive stops. 26. Keying: All keying shall be keyed to a master key system. Prepare a Keying Schedule for review and approval of the Owner and Architect. All locksets shall be construction keyed. Supply keys in quantities as directed by Owner. Keys shall be nickel silver. Master keys shall be stamped as follows: AA1, AB1, AA2, AB2, etc. for each occupancy group. 27. Attach hardware to masonry or concrete with expansion bolts or similar drilled anchors to develop full strength of attached device. Set expansion anchors in solid masonry, not mortar joints. 28. Weatherstripping and Thresholds: Run weatherstripping full height of both jambs and full width of head. Run thresholds full width of opening. Run door bottoms full width of doors. Set thresholds in caulking. 29. Mounting Heights: Maintain ANSI A117.1 and ADA standard mounting heights for doors from finished floor to centerline of Hardware item. 30. Painting: Do not install door silencers, kickplates, pushplates, door bottoms, and wall stops until after painting is complete. Loosen locksets and panic hardware prior to painting and retighten after painting is complete. Mask hardware or otherwise protect during painting operation. 31. Adjusting: Prior to final inspection, hardware Manufacturer’s representative shall inspect and adjust door closers, locks and items requiring close adjustment and regulation and check all keying. 32. Operating And Maintenance Data: a. Maintenance Manuals: Include printed sheets from Mfgrs covering hardware furnished. Include name, address and phone number of hardware suppliers. b. Maintenance instructions and parts list for each type of operating hardware including: Locks and Closers c. Warranty for closers and other hardware. Contract Closeout 1. FINAL CLEANING: Clean interior and exterior surfaces; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. Clean all windows inside and out and clean all mirrors. Clean equipment and fixtures to a sanitary condition; clean or replace filters of mechanical equipment. Clean site; sweep paved areas, rake clean other surfaces. 2. PROJECT RECORD DOCUMENTS: Store record documents separate from those used for construction. Mark any revisions or additions and locations of concealed construction and utilities. Keep documents current; do not permanently conceal any Work until required information has been recorded. At Contract Closeout, submit two (2) copies of As-Built Drawings and documents to the Town and Architect. 3. OPERATION AND MAINTENANCE DATA: Submit three (3) copies of operation and maintenance instructions for equipment and systems in a loose-leaf binder. Include parts lists and local service agency. 4. SYSTEMS DEMONSTRATION: Prior to final inspection, demonstrate operation of each system to Architect and Town Staff. Instruct in operation and maintenance of equipment and systems. 5. WARRANTIES AND LIEN WAVERS: Provide (3) notarized copies executed by Subcontractors, and Manufacturers. 6. SPARE PARTS AND MAINTENANCE MATERIALS: Provide products, spare parts, and maintenance materials in quantities specified in each Section, in addition to that required for completion of Work. Deliver to Client. 7. CERTIFICATES: General Contractor shall provide Certificate of Substantial Completion, signed by appropriate parties. General Contractor shall provide Certificate of Occupancy and written approval from all required agencies. Exterior & Interior Signs 1. DESCRIPTION OF SIGNS - Provide and install... a. West Exterior Sign - Building address, Town Log and the word "WATER" measuring 8'-7" overall wide x 2'-8" tall - the textual characters are 12" tall - 3/4" laser cut logo using aluminum matching standard cast aluminum letter and numerals - mounting is by drilling and gluing in a threaded stud and pad - Sign is illuminated (not by Sign Contractor) from the building eave (refer to Electrical) b. East Exterior Sign - sheet aluminum measuring 8'-0" x 2'-9" - min ⅛" thick - radiused corners - 2-color printing, painting and/or applied vinyl - non-reflective - (8) standoffs - lettering, logo and arrow as illustrated on Sheet A13 - sign is not illuminated c. Interior Reception Desk Face Sign - multiple individual pieces mounted on the water-fall edge of a countertop - See detail 11/A20 - Town logo measures 7½" x 16" and the letters are 2¼" x and 4½" tall - white pre- finished ½" thick laser cut acrylic - square corners and polished edges - mounting is by drilling and gluing in a threaded stud and pad - sign is not illuminated d. Accessible Restroom Signs - Men's and Women's triangle and circle restroom signs including tactile figure pictograms and international symbol of accessibility - plastic - 12" diameter circle and 12" tall triangle - grade 2 braille - See Hall 203 illustration in the lower right corner of Sheet A22 - signs shall be centered 60" aff - comply with ADA and ICC/ ANSI A117.1 e. Unisex Restroom Sign - Similar to item d - Composite circle/triangle with both men's and women's pictograms and the international symbol of accessibility - plastic - grade 2 braille - sign shall be centered 60" aff and 12" from latch-side door jamb f. Room Identification Signs - at rooms identified on the Door Schedule on Sheet A18 - minimum 1/32” raised text - grade 2 braille - rectangular plastic panels with radiused edges - colors of panel and text to be selected - face panels shall have smooth beveled edges, and shall be constructed of UV stable high-impact acrylic or ABS plastic g. Individual Office Signs - similar to item f, but also with Changeable Content Area - Paper insert window with clear plastic cover integral to sign face (not applied) h. Stencil painted signs as called for on the Door Schedule on Sheet A18 j. Other code required signs 2. RESPONSIBILITY FOR SIGNS - Refer to the Matrix of Responsibility provided with the bid documents 3. SUPPLIER / INSTALLER a. Mr. Kent Smith Smith Sign Studio P.O. Box 2385 Estes Park, CO 80517-2385 Phone: 970-586-4546 Kent@SmithSignStudio.com b. Approved Substitute 4. SUBMITTALS a. Provide Shop Drawings for each type of sign, with typeface, size, color and insert indicated. b. Sign Schedule and reproduction of floor plan identifying sign locations c. Manufacturer’s technical data and installation instructions in accordance d. Samples: i. Typical Office Sign ii. An individual acrylic letter of size specified iii. Color chips for final selection by Architect and Owner iv. Stud for exterior mounting 5. ENVIRONMENTAL REQUIREMENTS: Do not install signs when ambient temperature is below 70°F. Maintain this minimum during and after installation of signs. Store adhesive at ambient room temperature Visual Display Boards 1. WORK INCLUDES - Markerboards and Bulletin Boards 2. REFERENCES: ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials. 3. SUBMITTALS a. Product Data: Manufacturer's data sheets on each product to be used, including preparation instructions and recommendations, Storage and handling requirements, and Installation methods. b. Shop Drawings: Layout and construction of units including joints, frames and trim. c. Selection Samples: For each finish product specified, one complete set representing Manufacturer's full range of available colors and patterns. 4. DELIVERY, STORAGE, AND HANDLING: Deliver units fully assembled to the greatest extent practical. Handle and store in accordance with Manufacturer's recommendations. 5. ACCEPTABLE MANUFACTURER: Aywon Chalkboard & Corkboard, Inc., located at: 100 E. Diamond Ave.; Hazleton, PA 18201; 800.523.6671; www.aywon.com or Approved Substitute 6.MARKERBOARDS - Aywon Big Apple Markerboard a. Frame: Aluminum, with full-length factory installed mounting rail. b. Sizes and Locations: as indicated on the Plan c. Material: White porcelain enamel 6100 low gloss. d. Chalk/marker Tray: Aluminum, AY-10, with closed-end design. e. Cork Display Rail: 1 in. f. Accessories: i. Combination map hook and paper holders. ii. Magnets. iii. Magnetic drymarkers. iv. Magnetic eraser marker holders. v. Velco replaceable erasers. 7. BULLETIN BOARDS a. Frame: Aluminum, with full-length factory installed mounting rail. b. Sizes and Locations: as indicated on the Plan c. Material: Fabric Covered High-Density Cork. 8 FABRICATION: Field measure and verify blocking installation prior to fabrication and installation. Shop assemble units to the greatest extent practical. 9. EXECUTION a. EXAMINATION - Do not begin installation until substrates have been properly prepared. b. PREPARATION - Clean surfaces thoroughly prior to installation. c. INSTALLATION - Install in accordance with Manufacturer's instructions, in proper alignment with adjacent materials. d. PROTECTION - Protect installed products until completion of project. Touch-up, repair or replace damaged products before Substantial Completion Corner Guards CORNER GUARDS 1. LOCATIONS: Interior exposed drywall corners at all public accessible locations and at Level 1.5 2. SUBMITTALS a. Product data and detailed specifications for each system component and installation accessory required, including installation methods for each type of substrate. b. Shop drawings showing locations, extent and installation details of corner guards. Show methods of attachment to adjoining construction. 3 QUALITY ASSURANCE a. Installer qualifications: Engage an installer who has no less than 3 years experience in installation of systems similar in complexity to those required for this project. b. Manufacturer’s qualifications: Not less than 5 years experience in the production of specified products and a record of successful in-service performance. c. Single source responsibility: Provide all components of the wall protection system manufactured by the same company to ensure compatibility of color, texture and physical properties. 4. DELIVERY, STORAGE AND HANDLING - Deliver materials to the project site in unopened original factory packaging clearly labeled to show Manufacturer. Material must be stored flat. 5. PROJECT CONDITIONS: Installation areas must be enclosed and weatherproofed before installation commences. 6. ACCEPTABLE MANUFACTURERS a. Korogard b. Acrovyn c. Approved Substitute 7. MATERIALS a. Corner guards are to extend minimum of 48” above finish floor, except at the Gymnasium, they are to extend 96”. b. Color to match wall finishes. c. All necessary fasteners to be supplied by the Manufacturer. 8. FABRICATION - Fabricate wall corner guards to comply with requirements indicated for design, dimensions, detail, finish and sizes. Preassemble components in shop as much as possible to minimize field assembly. 9. EXAMINATION: Verification of conditions: Examine areas and conditions under which Work is to be performed and identify conditions detrimental to proper or timely completion. Do not proceed until unsatisfactory conditions have been corrected. 10. PREPARATION - Prior to installation, clean substrate to remove dirt, debris and loose particles. Perform additional preparation procedures as required by Manufacturer’s instructions. 11. INSTALLATION a. Install the Work of this section in strict accordance with the Manufacturer’s recommendations, using only approved mounting hardware, and locating all components firmly into position, level and plumb. b. Corner guards are to extend from the finish floor surface to minimum 4’-0” above finish floor. Floor base is to be discontinuous and terminate cleanly against the edges of guards. Transitions between different types of base are to occur at corner guards where possible. 12. CLEANING a. General: Immediately upon completion of installation, clean material in accordance with Manufacturer’s recommended cleaning method. b. Remove surplus materials, rubbish and debris resulting from installation as Work progresses and upon completion of Work. 13. PROTECTION: Protect installed materials to prevent damage by other trades. Use materials that may be easily removed without leaving residue or permanent stains. 1 March 27, 2020 1 3/27/20 Sheet Number A23 Joseph E Calvin Date Sheet Title Additional Notes January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC General Notes Phase 2 - Level 1 Floor Plan Scale: 3/32" = 1'-0"north 0 4 8 12 16 20 Phase 2 - North Exterior Elevation Scale: 3/32" = 1'-0" 0 4 8 12 16 20Phase 2 - East Exterior Elevation Scale: 3/32" = 1'-0" 0 4 8 12 16 20 Phase 2 - South Exterior Elevation Scale: 3/32" = 1'-0" 0 4 8 12 16 20Phase 2 - West Exterior Elevation Scale: 3/32" = 1'-0" 0 4 8 12 16 20 Phase 2 - Level 2 Floor Plan Scale: 3/32" = 1'-0" 40'-0"80'-0" 30'-0"120'-0" 150'-0" 25 ' - 0 " 30 ' - 0 " 25 ' - 0 " 80 ' - 0 " 70 ' - 0 " 10 ' - 0 " 80 ' - 0 " 80'-0"40'-0" 120'-0"30'-0" 40'-0" 28 ' - 0 " 17 ' - 0 " 15 ' - 0 " 17 ' - 0 " 28 ' - 8 " 8' - 0 " 16 ' - 0 " 12 2 122 Parts Storage Future Ofﬁces Stairs Down Shop Shop Water Filling Station 12 ' - 8 " St a i r s Up 1. This sheet is provided for reference only, and is not part of the Bid/Permit Scope for Phase I of this project. Not in Contract For Reference Only Sheet Number A24 Joseph E Calvin Date Sheet Title Phase II Schematic January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 C D " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC Bike Rack Detail4Not to Scale #4 rebar around each bike rack min 24" oc Edge of concrete slab or face of building Hoop bicycle rack from "Bike Rack" Model: "The Bike Rib 2.0" or approved substitute Color: Black Hammered In ground mounting min 2" steel tubing over 1¾" steel tubing embedded and anchored into slab Min 4" thick concrete slab Min 8" thickened slab under bike racks as shown Face of stone veneer or rock wall Concrete Drain Pan2Scale: 1 1/2" = 1'-0" 24" wide 6" t h i c k 1½" 6"x6" W2.1xW2.1 WWF mid-depth shaped as shown #4 rebar 2" from sides and across ends Air entrained concrete slope drain pan to the south min 1/4" per foot Parking surface Parking Block3Scale: 1 1/2" = 1'-0" 6' - 0 " m i n Standard rubber or pre-cast concrete parking bumper Minimum of (2) #4 rebar 24" long embedded through parking surface and into the ground Bonding adhesive as specified by parking bumper manufacturer 2'-6" min Parking surface Curb Detail1Scale: 1 1/2" = 1'-0" 1'-0"6" 6½" 6" 6" 1' - 0 " 1'-6" 4" packed gravel base 4" packed gravel base Parking surface 2" of decorative landscaping rock on top of weed barrier 4" topsoil mix Concrete curb and gutter (3) #4 rebar continuous General Notes 5. Water and sanitary sewer pipe shall be bedded and installed in accordance with Town & District standard specifications. 6. All areas disturbed due to grading & other construction activities shall be reseeded with native grasses. 7. Asphalt paving shown shall be 3" asphaltic concrete complying with Colorado Department of Transportation Grade S or SX specification over 4" sand and 4" gravel aggregate base course comply with CDOT Class 5 or Class 6 specification requirements. Depressions shall not exceed ¼" in 10'-0". 8 Excavated organic soils are to be reclaimed and stored on site for reuse in final grading. Accessible Parking Sign7Scale: 3/4" = 1'-0" 1' - 0 " 2' - 0 " 3' - 0 " 5' - 0 " 1' - 6 " 1' - 0 " 10" dia concrete peir Dome top of concrete Line of grade Post sleeve base embedded into concrete 2" x 2" x 1/8" galvanized Unistrut type post Plastic cap 16ga aluminum sign to meet all ANSI design requirements Provide curf in post for sign mounting Parking Plan Scale: 1/16" = 1'-0"north 0 4 8 16 24 32 20'-0"20'-0"20'-0"6'-0" 34 ' - 0 " 37 ' - 0 " 6'- 8 " 43 ' - 8 " Exist11% Existing sidewalk and curb cuts 8% 5 % 5% 5 %5% pa n 4. 6 9 % Prune tree branches as necessary for stair head clearance New Deck New stairs down to grade Approx (5) landscape boulders arranged at change in grade - 3'-0" to 4'-0" diameter 1' - 6 " 19 ' - 8 " 20 ' - 2 " 42 ' - 1 0 " 17 ' - 9 " 31'-1 1 / 2 " 1 4 ' - 0 " 18'-0" 18'-0" 18 ' - 0 " 7620 7621 7622 76 2 3 7623 20'-0"R 10'-0"R 7619 76 1 8 7 6 1 8 7617 9' - 0 " t y p 76 1 7 7616 7615 7614 761 3 761 2 76 1 1 7 6 1 0 7 6 0 9 76 2 4 7 6 2 3 76 2 5 7630 7635 Line of exist toe of slope Line of exist toe of slope Existing sidewalk 7 6 2 0 7 6 1 5 FFE=7621.3 FFE=7623.3 Existing wood framed buildings to remain in Phase I7'-0" 49 ' - 0 " 21'-8"R 42' - 9 " R Prope r t y L i n e 76 3 5 7 6 3 5 76 3 0 7 6 2 5 7 6 2 0 7 6 1 5 7 6 1 0 761 0 7 6 0 5 Refer to other drawings and bid documents for work at lower level Zurn Z662-HF 16" area drain Rim Elev = 7616.8± within 4'-0" sq reinf conc pad Concrete retaining wall - re: Structural - Re: Dtl 5/A25 for railing Cross hatch illustrates area of backfill - Re: Dtl 5/A25 Excavate hillside to allow for parking lot expansion Excavate hillside to allow for parking lot expansion 4% 5% 8 % 8% 8' - 0 " 5' - 1 0 " 5' - 1 0 " Rip-Rap - min 2-layers 3"ϕ rocks in 6" deep geotech fabric lined recess - 10'-0" long, taper from 3'-0" to 6'-0" wide Zurn Z199 6" lambs tongue drain outlet from behind-wall drain system Zurn Z199 6" lambs tongue drain outlet from ductile pipe from area drain 2 % 2% 6. 5 % 8% N e w E x i s t 18.5 18.5 18.0 20.4 - verify match exist Exist retaining wall to remain River rock over weed barrier over 4" top soil Bike Racks per Dtl 4/A25 River rock over weed barrier over 4" top soil6'-0"Concrete crosswalk similar to sidewalk (flush with asphalt) w/ 4" gravel below 7' - 4 " 6' - 0 " 4' - 0 " 7 ' - 6 " 5'-0" Town Std Curb ramp 21.521.6 2 % 2 % 7.5 % 4 % 7623 Aca c i a D r i v e Brook Drive Brook Driv e Existing retaining wall 20'-0" 5'-0" New sidewalk per Dtl 8/A25 Gas Meter - re: Plumbing with bollards Fire Dpt Connection at lower level below 76 3 0 76 2 5 76 2 0 7 6 2 0 7 6 2 5 7 6 3 0 76 3 5 Light heads to be installed by Electrical Department Cut existing utility pull at grade level - temporarily support - install concrete base below per 6/A25 E E E Remove overhead line and reroute electrical service to wood framed building below grade Exist retaining wall Remove gravel, till soil and seed this area with native grasses Building address and sign high on this wall 5 % Remove top 12" from exist retaining wall Parking 17 spaces Remove existing trees & shrubs Roof Eave Open Site Existing sidewalk Vertical Accessible Parking Sign on post - re: Dtl 7/A25 Parking Blocks per Dtl 3/A25 Concrete drain pan per Dtl 2/A25 Phase I Building Remodel Concrete drain pan per Dtl 2/A25 Stripe parking spaces Stripe parking space Conc curb per Dtl 1/A25 Approx 8 4 ' - 0 " to Pro p e r t y L i n e River rock over weed barrier over 4" top soil Concrete retaining wall - re: Structural - Re: Dtl 5/A25 for railing 1. The Contractor shall be responsible for the locations and protection of all existing utilities shown on these plans, all existing utilities not shown, and all proposed utilities. The existing utilities shown have been plotted from available information. Contractor shall contact representatives from the respective utility companies to have all of their utilities and facilities located prior to construction. Refer also to the Existing Conditions Site Plan by Trail Ridge Engineering in this set of drawings. 2. Contractor shall protect all adjacent improvements from damage and erosion. All disturbed areas shall be restored to a minimum of their original condition. 3. Contractor to verify positive drainage away from building with top of foundation wall & finish floor elevation. 4. Provide footing drainage to day-light as required. All footing drains and retaining wall drains to have end grating for animal protection at day-light terminations. Drainage tile to be inspected by the Architect. 1'-0" VAN ACCESSIBLE sign 2'-0" m i n 3'-6"oc 2'-0" m i n 2'-6"m i n 1'-6"o c 2'-6" m i n G G G New buried gas service coordinate with Xcel Energy Retaining Wall Section5Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” 3' - 6 " 6" ± <4 " t y p Retaining wall, footer and key - Re: Structural 6" perf PVC drain pipe wrapped in geotech fabric silt sleeve - slope 2% Free draining gravel wrapped in geotech fabric Free draining gravel Asphalt paving - Re: General Notes Steel pipe railing with vertical posts at 6'-0"± oc Omega bracket with (4) ¾" expansion anchors Utility Pole Base6Not to Scale ½" steel plate - 2'-0" tall - width to match existing pole (4) ¾" bolts at 5" oc - counter sink washers into face of pole Notch existing utility pole to receive plate ¾" plate - 11" square set on ¾" structural grout (4) ¾" 1'-8" x 4" J-bolts 18" dia x 8'-0" tall sonotube concrete pier with ¾" bevelled upper edge (6) #5 vert bars #3 ties at 18"oc Surface condition varies - See Plan Concrete Sidewalk8Scale: 1 1/2" = 1'-0" 5" concrete sidewalk 1" deep sawcut control joints max 6'-0" oc #4 bars cont at 15" oc #4 bars across at 24" oc Curb and gutter per detail 1/A25 Asphalt paving per General Notes 1 1 March 27, 2020 3/27/20 Sheet Number A25 Joseph E Calvin Date Sheet Title Parking Plan and Details January 29, 2020 of 25 TO W N O F E S T E S P A R K WA T E R D I V I S I O N 13 6 0 B r o o k D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 2 1 – T O W N O F E S T E S P A R K W A T E R D I V I S I O N F i l e : " 1 8 2 1 S h e e t A 2 5 " M o d i ﬁ e d : T u e , M a r 3 1 , 2 0 2 0 P r i n t : 0 3 / 3 1 / 2 0 D r a w n b y : J P B C h e c k e d b y : J E C & J P B ©2020 Interstice Architectural Studio, LLC 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com DAB EXISTING CONDITIONS SITE PLAN 1360 BROOK DRIVE OWNER TOWN OF ESTES PARK P.O. BOX 1200 ESTES PARK, CO 80517 ENGINEER/CONTACT PERSON TRAIL RIDGE CONSULTING ENGINEERS, LLC 1191 WOODSTOCK DRIVE ESTES PARK, CO 80517 ZONING INFORMATION SUBJECT PROPERTY ZONING CLASSIFICATION: I-RESTRICTED INDUSTRIAL SURROUNDING PROPERTY ZONING CLASSIFICATION: E-ESTATE, RE-RURAL ESTATE, RM-MULTI FAMILY, R-1 RESIDENTIAL BUILDING SETBACKS = 15' FRONT, 10' SIDE AND REAR GENERAL NOTES 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE INTERPRETED AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY. 3/$77('%($5,1*6:(5(527$7(' &/2&.:,6(720$7&+*(2'(7,&%($5,1*60($685(217+(1257+(5/<3523(57</,1(2)/27$1' NORTHWESTERLY PROPERTY LINE OF LOT 1. BEARINGS FOR THIS SITE PLAN ARE BASED ON TWO MONUMENTS FOUND ON THE NORTH LINE OF KEARNEY 0,12568%',9,6,21$66+2:1+(5(21$6680('72%($56 :. 3. VISIBLE SURFACE UTILITIES AND BURIED UTILITIES (PER TOWN OF ESTES PARK GIS DATA) ARE SHOWN HEREON. TRAIL RIDGE CONSULTING ENGINEERS DID NOT CALL FOR UNDERGROUND UTILITY LOCATES PRIOR TO THE FIELD SURVEY AND DOES NOT WARRANT THE LOCATIONS OF THE UTILITIES AS SHOWN HEREON. THAT RESPONSIBILITY LIES WITH THE OWNER/CONTRACTOR. 4. CONTOURS SHOWN HEREON ARE BASED UPON 2013 LIDAR DATA SUPPLEMENTED BY GPS OBSERVATIONS. LIDAR DATA SHOW HEREON WAS FLOWN AND COLLECTED IN OCTOBER OF 2013, PRIOR TO THE DATE OF RECONSTRUCTION OF FISH CREEK ROAD. THE SUBJECT PROPERTY CONTAINS STOCKPILES THAT ARE ROUTINELY REMOVED AND PLACED IN DIFFERENT LOCATIONS ONSITE. THE EXISTING GRADE CONTOURS SHOWN HEREON MAY NOT BE REPRESENTATIVE OF THE CURRENT GRADES IN THE FIELD AT THOSE LOCATIONS. CONTOURS IN THE SUPPLEMENTED AREA REPRESENT GROUND DATA AT THE TIME OF THE FIELD WORK, APRIL 2019. LEGAL DESCRIPTION LOT 1, KEARNEY MINOR SUBDIVISION SCALE: 1" = 40' 80'40'0 36652 03/27/20 JANUARY 03, 2020 MARCH 27, 2020 P-0 36652 03/27/20 JANUARY 03, 2020 MARCH 27, 2020 P-0.1 150 151 153152 154 155 101 103 103 104 Mechanical Closet 150 151 153152 154 155 36652 03/27/20 JANUARY 03, 2020 MARCH 27, 2020 P-1.0 150 153152 154 155 151 101 103 103 104 Mechanical Closet 100 36652 03/27/20 JANUARY 03, 2020 MARCH 27, 2020 P-1.1 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 250 36652 03/27/20 JANUARY 03, 2020 MARCH 27, 2020 P-1.2 FEEDER SCHEDULE 36652 03/27/20 JANUARY 03, 2020 MARCH 27, 2020 SWITCHES LEGEND OUTLETS DESIGNATIONS SOUND and SIGNALCIRCUITRY and RACEWAYS CONTROL DEVICE MOUNTING HEIGHT DETAIL E-0.1 36652 03/27/20 JANUARY 03, 2020 MARCH 27, 2020 E-0.2 100 101 103 103 104 Mechanical Closet 150 151 153152 154 155 GENERAL LIGHTING NOTES: 36652 01/03/20 JANUARY 03, 2020 E-2.0 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 250 GENERAL LIGHTING NOTES: 36652 01/03/20 JANUARY 03, 2020 E-2.1 100 101 103 103 104 Mechanical Closet 150 151 153152 154 155 GENERAL POWER NOTES: 36652 01/03/20 JANUARY 03, 2020 E-3.0 200 201 202 203 204 205 206 207 208 209210 211 212 213 214 215216 217 218 250 GENERAL POWER NOTES: 36652 01/03/20 JANUARY 03, 2020 E-3.1 MECHANICAL & ELECTRICAL IECC COMPLIANCE ME-1 COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Title: 2015 IECC Project Type:New Construction Location:Estes Park, Colorado Climate Zone:5b Construction Site: 1360 BROOK DR. ESTES PARK, CO 80517 Owner/Agent:Designer/Contractor: Vance Richardson Pivotal Engineering West, LLC 7355 Greenridge Rd. Windsor, CO 80550 970-581-6224 vrichardson@pivotaleng.com Project Information Energy Code: TOWN OF ESTES PARK WATER DIVISION Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Additional Efficiency Package(s) Mechanical Systems List Quantity System Type & Description Heating: 1 each - Central Furnace, Gas, Capacity = 60 kBtu/h Proposed Efficiency = 96.50% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Split System, Capacity = 24 kBtu/h, Air-Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 1 | Level 1 -- Compliance (Motor nameplate HP method) : Passes Fans: AHU1 Supply, Constant Volume, 900 CFM, 0.8 motor nameplate hp, 0.8 fan efficiency grade EF2 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade EF3 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade 1 AHU1/CU1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 60 kBtu/h Proposed Efficiency = 96.50% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Split System, Capacity = 24 kBtu/h, Air-Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 2 | Level 1.5 -- Compliance (Motor nameplate HP method) : Passes Fans: AHU2 Supply, Constant Volume, 900 CFM, 0.8 motor nameplate hp, 0.8 fan efficiency grade EF4 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade EF5 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade 1 AHU2/CU2 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 60 kBtu/h Proposed Efficiency = 96.50% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Split System, Capacity = 24 kBtu/h, Air-Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 3 | Level 2 LAB -- Compliance (Motor nameplate HP method) : Passes Fans: AHU3 Supply, Constant Volume, 900 CFM, 0.8 motor nameplate hp, 0.8 fan efficiency grade 1 AHU3/CU3 (Single Zone): Project Title: Data filename: TOWN OF ESTES PARK WATER DIVISION C:\Pivotal West Drawings\2019\Estes Park Water Department - Joe Calvin - PME - 19-004\EPWD MECH.cck 12/19/19Report date: 161 ofPage Quantity System Type & Description SF1 Supply, Constant Volume, 850 CFM, 0.5 motor nameplate hp, 0.8 fan efficiency grade EF10 Exhaust, Constant Volume, 250 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade EF11 Exhaust, Constant Volume, 850 CFM, 0.5 motor nameplate hp, 0.8 fan efficiency grade Heating: 1 each - Central Furnace, Gas, Capacity = 60 kBtu/h Proposed Efficiency = 96.50% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Split System, Capacity = 30 kBtu/h, Air-Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 4 | Level 2 Office -- Compliance (Motor nameplate HP method) : Passes Fans: AHU4 Supply, Constant Volume, 1125 CFM, 0.8 motor nameplate hp, 0.8 fan efficiency grade AHU5 Supply, Constant Volume, 1950 CFM, 1.0 motor nameplate hp, 0.8 fan efficiency grade EF6 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade EF7 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade EF8 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade EF9 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade 1 AHU4/CU4 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 120 kBtu/h Proposed Efficiency = 96.50% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Split System, Capacity = 60 kBtu/h, Air-Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 4 | Level 2 Office -- Compliance (Motor nameplate HP method) : Passes Fans: AHU4 Supply, Constant Volume, 1125 CFM, 0.8 motor nameplate hp, 0.8 fan efficiency grade AHU5 Supply, Constant Volume, 1950 CFM, 1.0 motor nameplate hp, 0.8 fan efficiency grade EF6 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade EF7 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade EF8 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade EF9 Exhaust, Constant Volume, 70 CFM, 0.1 motor nameplate hp, 0.8 fan efficiency grade 1 AHU5/CU5 (Single Zone): Heating: 1 each - Unit Heater, Gas, Capacity = 250 kBtu/h Proposed Efficiency = 80.00% Ec, Required Efficiency: 80.00 % Ec Fan System: FAN SYSTEM 5 | Shop -- Compliance (Motor nameplate HP method) : Passes Fans: UH1 Supply, Constant Volume, 3202 CFM, 0.3 motor nameplate hp, 0.8 fan efficiency grade UH2 Supply, Constant Volume, 3202 CFM, 0.3 motor nameplate hp, 0.8 fan efficiency grade EF1 Exhaust, Constant Volume, 1650 CFM, 0.5 motor nameplate hp, 0.8 fan efficiency grade 1 UH1 (Single Zone): Heating: 1 each - Unit Heater, Gas, Capacity = 250 kBtu/h Proposed Efficiency = 80.00% Ec, Required Efficiency: 80.00 % Ec Fan System: FAN SYSTEM 5 | Shop -- Compliance (Motor nameplate HP method) : Passes Fans: UH1 Supply, Constant Volume, 3202 CFM, 0.3 motor nameplate hp, 0.8 fan efficiency grade UH2 Supply, Constant Volume, 3202 CFM, 0.3 motor nameplate hp, 0.8 fan efficiency grade EF1 Exhaust, Constant Volume, 1650 CFM, 0.5 motor nameplate hp, 0.8 fan efficiency grade 1 UH2 (Single Zone): Electric Storage Water Heater, Capacity: 19 gallons Proposed Efficiency: 0.92 SL, %/h (if > 12 kW), Required Efficiency: 1.72 SL, %/h (if > 12 kW) 1 DWH1,2,3,4: Project Title: Data filename: TOWN OF ESTES PARK WATER DIVISION C:\Pivotal West Drawings\2019\Estes Park Water Department - Joe Calvin - PME - 19-004\EPWD MECH.cck 12/19/19Report date: 162 ofPage Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Data filename: TOWN OF ESTES PARK WATER DIVISION C:\Pivotal West Drawings\2019\Estes Park Water Department - Joe Calvin - PME - 19-004\EPWD MECH.cck 12/19/19Report date: 163 ofPage Vance Richardson - Mech. Designer 01-03-2020 COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Title: 2015 IECC Project Type:New Construction Construction Site: 1360 BROOK DR. ESTES PARK, CO 80517 Owner/Agent:Designer/Contractor: Chris Weaver Pivotal Engineering West, LLC 7355 Greenridge Rd. Windsor, CO 80550 970-581-6224 cweaver@pivotaleng.com Project Information Energy Code: TOWN OF ESTES PARK WATER DIVISION Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Additional Efficiency Package(s) Allowed Interior Lighting Power A Area Category B Floor Area (ft2) C Allowed Watts / ft2 D Allowed Watts (B X C) 1-Office Space (Common Space Types:Office - Enclosed)5140 1.00 5140 2-Main Level Shop (Common Space Types:Workshop)2468 1.43 3529 3-Main Level Parts Storage (Common Space Types:Storage)490 0.57 279 8949Total Allowed Watts = Proposed Interior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures 1-Office Space (Common Space Types:Office - Enclosed) LED 1: A / AE: 2x4 Recessed Volumetric Troffer: LED Other Fixture Unit 28W:1 12 31 377 LED 1 copy 1: A2 / A2E: 2x2 Recessed Volumetric Troffer: LED Other Fixture Unit 28W:1 20 26 526 LED 1 copy 2: AS: 2x4 Surface Volumetric Troffer: LED Other Fixture Unit 36W:1 9 39 351 LED 1 copy 1: B: 2x4 Prismatic Troffer: LED Other Fixture Unit 28W:1 7 30 209 LED 5: C2: 2' Strip: LED Linear 15W:1 5 14 72 LED 5 copy 1: C4: 4' Strip: LED Linear 22W:1 2 27 54 LED 10: E2: 2' Surface Wrap: LED Other Fixture Unit 16W:1 1 17 17 LED 10 copy 1: E4: 4' Surface Wrap: LED Other Fixture Unit 28W:1 4 32 130 LED 12: F8: 8' Linear Wall Wash: LED Linear 33W:1 1 36 36 LED 13: L / LE: 6" Diam. Recessed Down Light: LED Other Fixture Unit 13W:1 19 10 198 LED 13 copy 1: LW: 6" Diam. Recessed Wall Wash: LED Other Fixture Unit 13W:1 7 10 73 LED 15: P1 / P2: Decorative Pendant: LED Other Fixture Unit 28W:1 7 32 224 LED 15 copy 1: S: Decorative Wall Sconce: LED Other Fixture Unit 16W:1 3 20 60 Track lighting 1: T4 / T8: Track Lighting: Wattage based on current limiting device capacity 0 0 240 240 LED 17: UC3: 3' Under Cabinet Light: LED Linear 15W:1 6 15 89 LED 17 copy 1: UC4: 4' Under Cabinet Light: LED Linear 20W:1 3 20 58 LED 19: W2: 2' Decorative Wall Bracket: LED Linear 8W:1 5 9 45 LED 19 copy 1: W2OS: 2' Wall Bracket: LED Linear 11W:1 3 12 37 Project Title: Data filename: TOWN OF ESTES PARK WATER DIVISION \\DESKTOP-18VQ11E\PIVOTAL WEST - New PC\19-000 Jobs\19-004 Estes Park Water Treatment\Design\EPWD LTG.cck 12/19/19Report date: 91 ofPage E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures LED 19 copy 2: W4OS: 2' Wall Bracket: LED Linear 17W:1 4 19 75 2-Main Level Shop (Common Space Types:Workshop) LED 5 copy 4: D: 8' Shop Strip: LED Linear 33W:1 8 66 532 LED 19 copy 3: W4: 2' Wall Bracket: LED Linear 17W:1 7 19 131 3-Main Level Parts Storage (Common Space Types:Storage) LED 5 copy 2: C8: 8' Strip: LED Linear 33W:1 2 38 77 3610Total Proposed Watts = Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Interior Lighting PASSES: Design 60% better than code Project Title: Data filename: TOWN OF ESTES PARK WATER DIVISION \\DESKTOP-18VQ11E\PIVOTAL WEST - New PC\19-000 Jobs\19-004 Estes Park Water Treatment\Design\EPWD LTG.cck 12/19/19Report date: 92 ofPage COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate Project Title: 2015 IECC Project Type:New Construction Construction Site: 1360 BROOK DR. ESTES PARK, CO 80517 Owner/Agent:Designer/Contractor: Chris Weaver Pivotal Engineering West, LLC 7355 Greenridge Rd. Windsor, CO 80550 970-581-6224 cweaver@pivotaleng.com Project Information Energy Code: TOWN OF ESTES PARK WATER DIVISION 2 (Residential mixed use area)Exterior Lighting Zone Allowed Exterior Lighting Power A Area/Surface Category B Quantity C Allowed Watts / Unit D Tradable Wattage E Allowed Watts (B X C) Front Entrance (Main entry)6 ft of door 20 Yes 120 Shop and Side Doors (Other door (not main entry))42 ft of door 20 Yes 840 Front Walk (Walkway < 10 feet wide)40 ft of 0.7 Yes 28 Total Tradable Watts (a) = Total Allowed Watts = Total Allowed Supplemental Watts (b) = 988 988 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures Front Entrance ( Main entry 6 ft of door width): Tradable Wattage LED 4: LE: 6" Diam. Recessed Down Light: LED Other Fixture Unit 6.5W:1 2 10 21 Shop and Side Doors ( Other door (not main entry) 42 ft of door width): Tradable Wattage LED 1 copy 1: WW1 / WW1E: Exterior Wall Mount: LED Other Fixture Unit 13W:1 3 13 39 LED 1 copy 2: WW2: Exterior Wall Mount: LED Other Fixture Unit 16W:1 3 19 57 Front Walk ( Walkway < 10 feet wide 40 ft of walkway length): Tradable Wattage LED 4 copy 1: LW: 6" Diam. Recessed Wall Wash: LED Other Fixture Unit 6.5W:1 3 10 31 LED 1 copy 1: WW: Decorative Exterior Wall Mount: LED Other Fixture Unit 16W:1 6 18 111 259Total Tradable Proposed Watts = Project Title: Data filename: TOWN OF ESTES PARK WATER DIVISION \\DESKTOP-18VQ11E\PIVOTAL WEST - New PC\19-000 Jobs\19-004 Estes Park Water Treatment\Design\EPWD LTG.cck 12/19/19Report date: 93 ofPage Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Exterior Lighting PASSES: Design 84% better than code Project Title: Data filename: TOWN OF ESTES PARK WATER DIVISION \\DESKTOP-18VQ11E\PIVOTAL WEST - New PC\19-000 Jobs\19-004 Estes Park Water Treatment\Design\EPWD LTG.cck 12/19/19Report date: 94 ofPage Chris Weaver - Senior Designer Chris Weaver 01-03-2020 Chris Weaver - Senior Designer Chris Weaver 01-03-2020 T e xt