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HomeMy WebLinkAboutPLANS Multi-Family Buidling 1734 Widfire Rd Building H 2021-07-1410/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G0.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS Cover Sheet CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 COVER/CODE PLANS ELEVATIONS SECTIONS SCHEDULES, ASSEMBLIES RCP G0.0 G1.0 G1.1 G1.2 A2.0 A2.1 A2.2 A2.3 A3.0 A4.0 A4.1 A5.0 A6.0 Cover Sheet CODE/ASSEMBLIES ASSEMBLIES, BLOCKING LIFE SAFETY / ACCESSIBILITY GROUND FLOOR SECOND FLOOR PLAN THIRD FLOOR PLAN ROOF PLAN ELEVATIONS SECTIONS SECTIONS DOORS & WINDOWS Reflected Ceiling Plan CD 01 02 03 CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL 1 S1 S2 S3 S4 S5 S6 S7 S8 S9 M0.0 M0.1 M0.2 M0.3 M1.1 M1.2 M1.3 M1.4 P0.0 P0.1 P0.2 P1.1 P1.2 P1.3 P2.1 P2.2 P2.3 E0.0 E0.1 E0.2 E0.3 E2.1 E2.2 E2.3 BUILDING H SITE PLAN GENERAL NOTES FOUNDATION PLAN SECOND FLOOR FRAMING THIRD FLOOR FRAMING ROOF FRAMING PLAN GROUND FLOOR BRACED WALL PLAN SECOND FLOOR BRACED WALL PLANE THIRD FLOOR BRACED WALL PLAN STRUCTURAL DETAILS MECHANICAL INDEX, LEGEND AND NOTES MECHANICAL SPECIFICATIONS MECHANICAL SCHEDULES MECHANICAL DIAGRAMS GROUND FLOOR - MECHANICAL SECOND FLOOR - MECHANICAL THIRD FLOOR - MECHANICAL ROOF PLAN - MECHANICAL & PLUMBING PLUMBING INDEX, LEGEND & NOTES PLUMBING SCHEDULES PLUMBING DIAGRAMS GROUND FLOOR - WATER & GAS SECOND FLOOR - WATER & GAS THIRD FLOOR - WATER & GAS GROUND FLOOR - SEWER & VENT SECOND FLOOR - SEWER & VENT THIRD FLOOR - SEWER AND VENT ELECTRICAL INDEX & LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL SINGLE-LINE & PANEL SCHEDUL… ELECTRICAL CALCULATIONS GROUND FLOOR - ELECTRICAL PLAN SECOND FLOOR - ELECTRICAL PLAN THIRD FLOOR - ELECTRICAL PLAN CD 01 02 03 VICINITY MAP OWNER PROJECT TEAM STRUCTURAL ENGINEER CONTRACTOR BAS1S Architecture, P.C. Steve Lane, AIA 1692 Big Thompson Ave. Estes Park, CO 80517 steve@bas1s.com 970.586.9140 ARCHITECT The Meadow Condominiums at Wildfire Building H G2 Consulting Engineers, INC. David Manring, P.E. 1039 Main St. Unit G Windsor, CO 80550 dmanring@g2e.com 970.460.7400 MECHANICAL & ELECTRICAL ENGINEER * CIVIL ENGINEER Van Horn Engineering Cory Berg, Project Manager 1043 Fish Creek Rd. Estes Park, CO 80517 cory@vanhornengineering.com 970.586.9388 ARCHITECTURAL 5/21/21 REV1 REVIEW 1 REVISIONS DEFERRED SUBMITTALS 07 80 00 FIRESTOPPING -GC TO RETAIN FIRESTOP SYSTEMS CONTRACTOR TO PROVIDE ALL PROPOSED THROUGH-PENETRATION FIRE STOP SYSTEMS AND DETAILS 21 03 00 FIRE SUPPRESSION 23 09 00 FIRE ALARM NOTE: DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR REVIEW . ONCE REVIEWED, CONTRACTOR SHALL FORWARD TO THE BUILDING DEPARTMENT FOR APPROVAL. FABRICATION AND/OR INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT OCCUR UNTIL APPROVAL OF THE BUILDING DEPARTMENT IS RECEIVED. ISSUE DATE ISSUE ID DESCRIPTION ISSUE HISTORY Wildfire Homes LLC Mark Westover 1789 Wildfire Rd. Estes Park, CO 80517 mark@westoverconstruction.com 970.481.9821 Trail Ridge Consulting Engineers Inc. David Bangs, P.E. 1191 Woodstock Dr. Estes Park, CO 80517 dbangs@trailridgece.com 970.308.8221 Wildfire Development, LLC Mark Westover - President 1789 Wildfire Rd. Estes Park, CO 80517 mark@westoverconstruction.com 970.481.9821 PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Building Code, 2015 edition as amended by the Town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Provide fire-blocking per IBC Section 718. Provide fire-blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. Penetrations: **(Pre-approved) Firestop subcontractor or (pre-approved) special inspector required, submit proposed systems to Building Dept*** 5. Design Loads: RE: Structural Hazard Zones: Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes 6. Typical exterior wall: Siding (see elevations) on housewrap on 7/16-inch sheathing on 2x6 stud wall (16"o.c.). Provide blown fiberglass insulation in stud cavity. 5/8-inch non-rated gypsum wallboard at interior, unless otherwise noted. 7. Typical roof: Composition roofing on min. 30# felt on nominal 5/8-inch roof sheathing on roof trusses or rafters as noted. Provide Ice & water shield to all roof surfaces with slope <4/12, Ice & Water shield 2' inside wall line, Typ. Provide blown-in insulation in roof joist cavity, with preformed air vent, over conditioned space. Air Leakage: **Blower Door Test required on thermal envelope in accordance with ASTM E 779 per IECC C402.5** INTERIOR FINISH 8. Provide blocking in wall for mounting all grab bars, cabinets, towel bars, closet rods, etc. 9. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide metal edge trim where gypsum wallboard meets a different material. 10. Provide DenShield Tile Backer or equal fiber reinforced gyp behind all tiled surfaces. Provide water-resistant gypsum wallboard at all other wet locations. MECHANICAL AND PLUMBING 11. All heating equipment, piping and installation to comply with the I.M.C., 2015 edition, and all other applicable codes. 12. All plumbing materials and equipment to comply with the I.P.C., 2015 edition, and all other applicable codes. 13. Mechanical & plumbing contractor to provide design and installation of heating system, and service and connections for all appliances and fixtures. 14. Coordinate installation of equipment with Electrical contractor. 15. Mechanical system: Forced Air Gas Furnace (system design by others). ELECTRICAL 16. Electrical materials and installation to comply with the N.E.C., 2017 edition, and all other applicable codes. 17. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 18. Power, lighting and smoke alarm location to comply with code requirements. 19. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. ENGINEERING 3/19/21 CD PERMIT APPLICATION FULL SET SHOP DRAWINGS / SUBMITTALS LIST PROVIDE FOLLOWING SHOP DRAWINGS AND SELECTIONS FOR REVIEW AND APPROVAL PRIOR TO ORDERING: DIVISION 03 - CONCRETE -MIX DESIGNS -EMBED SHOPS -COLORED CONCRETE COLOR SELECTIONS DIVISION 04 - MASONRY -CMU -STONE VENEER, WATER TABLE AND CAP SELECTIONS DIVISION 05 - METALS -REBAR SHOPS -STEEL BEAMS & COLUMNS -METAL FABRICATIONS -BAR-JOISTS & PAN DECK DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES -TRUSSES -DECKING -ARCHITECTURAL WOODWORK -CASEWORK (CABINETS) & COUNTERTOPS DIVISION 07 - THERMAL & MOISTURE PROTECTION -DECK DRAINAGE & PEDESTAL SYSTEMS -ROOFING MATERIAL -GUTTERS & DOWNSPOUTS -SIDING DIVISION 08 - OPENINGS -DOORS -WINDOWS -HARDWARE SELECTIONS DIVISION 09 - FINISHES -TILE FLOOR SELECTIONS -CARPET -WALL FINISHES -INTERIOR PAINT SELECTIONS -WALL APPLICATIONS -SUSPENDED CEILINGS -EXPOSED METAL COATINGS -KITCHEN EPOXY FLOORING DIVISION 10 - SPECIALTIES -TOILET PARTITIONS -BATHROOM ACCESSORIES DIVISION 14 - CONVEYING EQUIPMENT -ELEVATOR SHOPS & SELECTIONS DIVISION 21 - FIRE SUPPRESSION -SPRINKLER LAYOUT DIVISION 22 - PLUMBING -PLUMBING FIXTURES DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING - EQUIPMENT SPECS DIVISION 26 - ELECTRICAL - PHASE CONVERTER SPECS - GEAR/PANEL SPECS - LIGHT FIXTURES DIVISION 31 - EARTHWORK - NOTIFICATION OF VARIATION FROM CIVIL DIVISION 32 - EXTERIOR IMPROVEMENTS - RETAINING WALL SELECTIONS & PLANS - SITE FURNISHINGS SELECTIONS * ANY ALTERNATES TO SPECIFIED MATERIALS/METHODS AND AS OTHERWISE REQ'D BY GENERAL NOTES/ DRAWINGS (SEE STRUCTURAL AND MEP) APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 07/14/2021 THIS STRUCTURE MUST COMPLY WITH THE REQUIREMENTS OF THE 2020 NATIONAL ELECTRICAL CODE Reviewed by SAFEbuilt 07/14/2021 Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS CODE/ ASSEMBLIES CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 W2 W1 -EXTERIOR SIDING - RE: ELEVATIONS -WEATHER RESISTANT BARRIER ("TYVEK" OR EQ) -1/2" OSB -2x6 WD STUDS @ 16" OC (PT WD PL @ CONC) -MIN. R-21 BLOWN INSULATION -4MIL POLY VAPOR BARRIER -5/8" TYPE 'X' GYPSUM WALL BOARD (GWB) -5/8" TYPE 'X' GWB -2x4 WD STUDS @ 16" OC -ACOUSTIC INSUL. (BED/BATH) -5/8" TYPE 'X' GWB -COMPOSITE DECKING -2x SLEEPERS -EPDM ROOF MEMBRANE -3/4" PLYWOOD -JOISTS (ANGLED) (RE STRUCT) -MIN. 3" CLOSED CELL INSUL. (R-18) -LOOSE FILL INSULATION (FULL DEPTH OF CAVITY)(MIN. R-27) -(2) LAYERS 5/8" TYPE 'C' GWB W3 -5/8" TYPE 'X' GWB -2x6 WD STUDS @ 16" OC -ACOUSTIC INSUL. (BED/BATH) -5/8" TYPE 'X' GWB W4 - FIRE PARTITION - 5/8" TYPE 'X' GWB - 1/2" SOUNDBOARD - 2x6 WD STUDS @ 16" OC - ACOUSTIC INSULATION IN CAVITY - 5/8" TYPE 'X' GWB H5 -WOOD TRUSS BOT. CHORD -BLOWN-IN INSULATION (MIN. R-45) -CEILING DAMPER -RESILIENT CHANNEL @ 12" O.C. -(1) LAYER 5/8" TYPE 'C' GWB H2 -1 1/2" TOTAL FLOOR TOPPING MIXTURE + MAT -1/4" ACOUSTI-MAT AT TILE/LVT (NOT REQ'D AT CARPET) -23/32" T&G OSB FLOOR SHEATHING -PARALLEL CHORD TRUSS -CEILING DAMPER -LOOSE FILL INSULATION (ACOUSTIC) -5/8" RESILIENT CHANNEL @ 12" O.C. & DOUBLED @ END JOINT -(1) LAYER 5/8" TYPE 'C' GWB DOUBLE TOP PLATE REQ'D FOR FIRE BLOCK ALL INTERIOR PARTITIONS TO BE TYPE 'X' GYP PER ASSEMBLIES W6 - FIRE PARTITION -5/8" GWB -ACOUSTIC INSULATION IN CAVITY -CROSS BRACING FOR ANGLE CLIPS -2x4 WD STUDS @ 16" o.c. -3/4" AIR GAP -1" GWB -NO. 25 GALV. STEEL 'H' STUDS, 1 1/2" FLANGE WIDTH, SPACED 24" O.C. -1" GWB -3/4" AIR GAP -2x4 WD STUDS @ 16" o.c. (STAGGERED) -CROSS BRACING FOR ANGLE CLIPS -ACOUSTIC INSULATION IN CAVITY -5/8" GWB H1 -1 1/2" TOTAL FLOOR TOPPING MIXTURE + MAT -1/4" ACOUSTI-MAT AT TILE/LVT (NOT REQ'D AT CARPET) -23/32" T&G OSB FLOOR SHEATHING -PARALLEL CHORD TRUSS -LOOSE FILL INSULATION (MIN. R-45) -(1) LAYER 5/8" TYPE 'C' GWB -1/2" RESILIENT CHANNEL @ 12" O.C. & DOUBLED @ END JOINT -(2) LAYERS 5/8" TYPE 'C' GWB H2.1 ASSEMBLY -(2) LAYERS 5/8" TYPE 'X' OR 'C' GWB TO INSIDE FACE JOISTS & UNDERSIDE OF FLOOR SHEATHING EXHAUST VENTS 3-SIDED GYP WRAP W5 - FIRE BARRIER - 5/8" TYPE 'X' GWB - 5/8" TYPE 'X' GWB - 2x6 WD STUDS @ 16" OC - MIN R13 FIBERGLASS INSULATION IN CAVITY - 5/8" TYPE 'X' GWB - 5/8" TYPE 'X' GWB CONTINUOUS BLOCKING, SHEATHING OR BATT INSULATION AS DRAFT STOP TO UNDERSIDE FLOOR SHEATHING AT RATED WALL LINES, TYP. TO UNDERSIDE ROOF SHEATHING AT DRAFT STOP LINE PER ROOF PLAN W4S - FIRE BARRIER - 5/8" TYPE 'X' GWB - 1/2" SOUNDBOARD - 2x6 WD STUDS @ 16" OC - ACOUSTIC INSULATION IN CAVITY - 5/8" TYPE 'X' GWB W4G - FIRE BARRIER - 5/8" TYPE 'X' GWB - 2x6 WD STUDS @ 16" OC - 5/8" TYPE 'X' GWB ASSEMBLIES EXTERIOR INTERIOR EXTERIOR WALL - W1 0-HR LISTING: NA ALL BATT INSULATION IN EXTERIOR WALL ASSEMBLIES TO BE INSTALLED TO GRADE I STANDARDS DRAINED DECK/CEILING - H3 1-HR LISTING: GA 2601 EXTERIOR INTERIOR 2x4 INTERIOR WALL - W2 0-HR LISTING: NA W2* - 1/2-HR FIRE PARTITION IBC TABLE 721.1(2) # 14-1.5 (1-HR RATING) CORRIDOR WALL - W4 1-HR LISTING: UL-U305 2x6 INTERIOR WALL - W3 0-HR LISTING: NA HALL APARTMENT ROOF/CEILING - H5 1-HR LISTING: GA 2606 FLOOR/CEILING - H2 1-HR LISTING: UL L574 Main Ceiling - 2nd Floor WALL TO CEILING CONNECTIONS UNIT SEPARATION WALL - W6 2-HR NON-BEARING (NOTE: 1-HR REQUIRED) LISTING: U-375 (CONFIG. D) FLOOR/CEILING - H1 2-HR LISTING: UL M500 Parking Ceiling - Main Floor NON-RATED PARTITION INTERSECTION - SEE ITEM 7 NON-RATED PARTITION INTERSECTION - SEE ITEM 12 CHASE WRAP - H2.1 1-HR IBC TABLE 721.1(3) #21-1.1 - W5 2-HR LISTING: GA-WP 4136 *NO PENETRATION IN FIRE BARRIER NO BEAM POCKETS INTO WALL STAIR WALL - W4S 1-HR LISTING: UL-U305 HALL/APARTMENT STAIR *NO PENETRATION IN FIRE BARRIER NO BEAM POCKETS INTO WALL *CONTINUE ASSEMBLY TO UNDERSIDE OF FLOOR SHEATHING GARAGE-GARAGE WALL - W4G 1-HR LISTING: UL-U305 GARAGE GARAGE *CONTINUE ASSEMBLY TO UNDERSIDE OF FLOOR SHEATHING GARAGE-HALL/APARTMENT SEPARATION WALL NOTE: FIRE BARRIER'S CONTINUOUS TO FLOOR/ROOF SHEATHING, TYP. H3 WILDFIRE BUILDINGS G,H & I 2015 IBC Code Study Use & Occupancy Class -- Chapter 3 Proposed:R-2 Apartments U Private Garages Special Requirements -- Chapter 4 Group R 420 Walls Walls separating sleeping units – fire partitions per 708 Floors Floor assemblies separating sleeping units: horizontal assemblies per 711 Fire Sprinkler system + alarms req’d per 903.2.8 + 907.2.8 Group U 406.3 Classification Private garages (max 1,000SF) separated from ea. other by 1 hr fire barriers Clear Height Min. 7 feet ceiling height at vehicles and pedestrian traffic areas Floor Noncombustible material floor sloped to drain Separation Separation per section 508 Height & Area Limitations -- Chapter 5 Construction Type:V-B S13R Use Group: R-2 U Allowable Height:Table 504.3 60’ (R) No. Stories:Table 504.4 3 (R) Area Limitation Allowable area: Table 506.2 7,000sf (R-2) Frontage Increase: 506.2.4 506.3.3 3,500sf (R-2) If = 0.75 [F/P-.25]*W/30 F=356’ P = 356’ W=20’ Total Allowable (Per Floor): 506.4 10,500sf (R-2) Mixed Occupancy, Multi-story 506.4 508.2 Ground Floor 5,413sf (R-2, U) 2nd Floor 4,241sf (R-2) 506.1.3 3rd Floor 2,780sf (R-2) Occupancy Separation Table 508.4 2hr (R: U) Accessory Use 508.2 Storage - 6% of floor area (No separation except @ dwelling units) Incidential Uses 509 None Types of Construction -- Chapter 6 Type V-B Any materials permitted by code Fire-resistive rating Table 601 Structural Frame 0hr Non/Bearing walls 0hr Floor/Roof 0hr Exterior wall protection Table 602 All Walls 0hr > 10’ Fire - Resistive Construction -- Chapter 7 Opening Protectives: Table 705.8 All new walls:No Limit > 30’ Fire Walls:None Fire Barriers:713.4 1 hr 2 hr Stair enclosure Garage Separations Occupancy Separation (R-2 + U Fire Partitions:1 hr 0.5hr (Table 1020.1 note c) 708.4 708.4 Ex 5 Sleeping unit Demising walls Sleeping unit Corridor walls *Note supporting construction not req’d to be fire resistance rated Attic draftstopping req’d above every two dwelling units, R-2, < 4stories (see 718.4.2) Smoke Partitions/ Barriers: None Horizontal assemblies: 1 hr 711.2.3 1hr 713.12 2 hr 711.2.4.5 509.4.2 Separation between Sleeping Units *Note supporting construction not req’d to be fire resistance rated Ceiling enclosure @ top of stair (707.5 ex.2) Separation between R + U per 508.4 Incidental uses protected by sprinkler designed to resist passage of smoke Shaft Enclosures:1 hr 713.4 Stair enclosure Penetrations: 1 hr protection except as note in 714.4 or 714.5 **Firestop subcontractor required, submit proposed assemblies to Building Dept as Delayed Submittal** 714.4.2 Ex 7 Ceiling membrane of 1 hr & 2 hr horizontal assemblies permitted to be interrupted w/ double top plate of wall sheathed w/ type ‘X’ wallboard, provided that penetrating items through the top plate are protecte Opening Protectives Table 716.5 Exit Access Fire Barriers:60 min.Max 100sq in glazed vision panel 3rd floor apartment doors to stair Corridor wall Fire Partitions: 20 min R - U Separation 90 min.Garage to Corridor Doors Ducts and Transfer Openings: Concealed Spaces 718 Fireblocking 718.2 At ceiling & floor level + horiz at 10’ max Draftstopping, Floors:718.3 eq’d above dwelling unit separations Draftstopping, Attics 718.4.2 Ex.3 Attic draftstopping req’d above every two dwelling units, R-2, < 4stories Interior Finishes - Chapter 8 Flame Sprea Table 803.11 R/U Class C Corridors, Exit Access Stairs, ooms + Spaces Fire Protection Systems -- Chapter 9 Automatic Sprinkler systems 903.3.1.2 NFPA 13 Manual Fire Alarm 907.2.9.1 Ex.2 Not eq’d: Sprinklered w/notification Single + Multiple station smoke alarms 907.2.11.2 equired in and directly outside of each sleeping room, interconnected within each unit Carbon Monoxide 915.2.1 equired directly outside of each sleeping area Means of Egress - Chapter 10 Ground Floor Unit 101 1/200 (gross)775sf/200 = 4 Unit 102 1/200 (gross)1,080sf/200 = 6 Garages 1/200 (gross)265/200ea. (8 total) =16 Total Ground Floor 26 Second Floor Unit 201:1/200 (gross)1,040sf/200 = 6 Unit 202:1/200 (gross)990sf/200 =5 Unit 203:1/200 (gross)675sf/200 = 4 Unit 204:1/200 (gross)940sf/200 =5Total Second Floor:20Third FloorUnit 301:1/200 (gross)1,245sf/200 =7Unit 302:1/200 (gross)1,223sf/200 =7 Total Third Floor:14 Number of Exits Table 1006.3.2(1) 1 means of egress req’d from each floor Max (4) dwelling units Max 125’ Common Path Egress Travel Dist (Max exit access distance from unit 204 to stair door 200 = 71’) Egress Illumination:1008.2 Ex 3 Not req’d within dwelling units Stairway width 1011.2.1 Min width = 36” (occ load < 50) Exit Signs 1013.1 Ex 3 Not req’d within dwelling units Exit Access Stairways 1019.3 Shaft enclosure in accordance w/ 713 Corridors Rating Table 1020.1 0.5hr Min width Table 1020.2 36-inches (occ load <50) Accessibility -- Chapter 11 Accessible oute Parking Table 1106.1 16 spaces provided = 1 accessible req’ 1 accessible provided (Garage 102) Dwelling Units 1107.6.2.2.1 1107.7.1.1 1107.7.4 Wildfire Condos includes Meadows (9) buildings and Divide (2) building x 8 unites = 88 units * 0.02 = 2 Type ‘A’ unites required. Two Bedroom unit Type ‘A’ unit at Apartment 102 in Building ‘H’ and a One Bedroom Type ‘A’ unit to be provided in Divide Building ‘J’ - Both with ground floor garage access. Number of Units ‘required’ Bldgs A-F: 24 (6x4 units) Bldgs G-I: 6 (3x2 units) 30 Site impracticality: existing slope >10% All buildings non-elevator Meadows site area = 226,000sf Area < 10% grades = 151,420sf (67%) Therefore: 20 Type B req’ Bldgs G-I: 6 provide Bldgs A-F: 14 units 1 Type B + 1 Type A unit provide (See CRS 9-5 Master Plan) Per CRS 9-5-105: 99 units; 42 points req’ Min. (11) Type B (4pts ea) and (2) Type A (6pts ea) Provided = 56 points earne Interior Environment -- Chapter 12 Attic Ventilation 1202.2.1 Ex 2 1/300 of space ventilated Natural Light 1204.2 Min glazed area = 8% of the floor area of room served Sound Transmission 1206.2 1206.3 STC = 50+ IIC = 50+ Access to unoccupied space 1208.2 Attic access min 20x30 inches Total Allowable (Per Floor): 506.4 10,500sf (R-2) Mixed Occupancy, Multi-story 506.4 508.2 Ground Floor 5,413sf (R-2, U) 2nd Floor 4,241sf (R-2) 506.1.3 3rd Floor 2,780sf (R-2) Occupancy Separation Table 508.4 2hr (R: U) Accessory Use 508.2 Storage - 6% of floor area (No separation except @ dwelling units) Incidential Uses 509 None Types of Construction -- Chapter 6 Type V-B Any materials permitted by code Fire-resistive rating Table 601 Structural Frame 0hr Non/Bearing walls 0hr Floor oof 0hr Exterior wall protection Table 602 All Walls 0hr > 10’ Fire - Resistive Construction -- Chapter 7 Opening Protectives: Table 705.8 All new walls:No Limit > 30’ Fire Walls:None Fire Barriers:713.4 1 hr 2 hr Stair enclosure Garage Separations Occupancy Separation (R-2 + U Fire Partitions:1 hr 0.5hr (Table 1020.1 note c) 708.4 708.4 Ex 5 Sleeping unit Demising walls Sleeping unit Corridor walls *Note supporting construction not req’ to be fire resistance rate Attic draftstopping req’d above every two dwelling units, R-2, < 4stories (see 718.4.2) Smoke Partitions Barriers: None Horizontal assemblies:1 hr 711.2.3 1hr 713.12 2 hr 711.2.4.5 509.4.2 Separation between Sleeping Units *Note supporting construction not req’ to be fire resistance rate Ceiling enclosure @ top of stair (707.5 ex.2) Separation between R + U per 508.4 Incidental uses protected by sprinkler designed to resist passage of smoke Shaft Enclosures:1 hr 713.4 Stair enclosure Penetrations: 1 hr protection except as noted in 714.4 or 714.5 **Firestop subcontractor required, submit proposed assemblies to Building Dept as Delayed Submittal** 714.4.2 Ex 7 Ceiling membrane of 1 hr & 2 hr horizontal assemblies permitted to be interrupted w/ double top plate of wall sheathed w/ type ‘X’ wallboard, provided that penetrating items through the top plate are protected Opening Protectives Table 716.5 Exit Access Fire Barriers:60 min.Max 100sq in glazed vision panel 3rd floor apartment doors to stair Corridor wall Fire Partitions: 20 min R - U Separation 90 min.Garage to Corridor Doors Ducts and Transfer Openings: Concealed Spaces 718 Fireblocking 718.2 At ceiling & floor level + horiz at 10’ max Draftstopping, Floors: 718.3 Req’d above dwelling unit separations Draftstopping, Attics 718.4.2 Ex.3 Attic draftstopping req’d above every two dwelling units, R-2, < 4stories Interior Finishes - Chapter 8 Flame Spread Table 803.11 R/U Class C Corridors, Exit Access Stairs, Rooms + Spaces Fire Protection Systems -- Chapter 9 Automatic Sprinkler systems 903.3.1.2 NFPA 13 R Manual Fire Alarm 907.2.9.1 Ex.2 Not Req’d: Sprinklered w/notification Single + Multiple station smoke alarms 907.2.11.2 Required in and directly outside of each sleeping room, interconnected within each unit Carbon Monoxide 915.2.1 Required directly outside of each sleeping area Means of Egress - Chapter 10 Ground Floor Unit 101 1/200 (gross)775sf/200 =4 Unit 102 1/200 (gross)1,080sf/200 =6 Garages 1/200 (gross)265/200ea. (8 total) =16 Total Ground Floor 26 Second Floor Unit 201:1/200 (gross)1,040sf/200 =6 Unit 202:1/200 (gross)990sf/200 =5 Unit 203:1/200 (gross)675sf/200 =4 Total Allowable(Per Floor):506.4 10,500sf (R-2)Mixed Occupancy,Multi-story 506.4508.2 Ground Floor 5,413sf (R-2, U)2nd Floor 4,241sf (R-2)506.1.3 3rd Floor 2,780sf (R-2)Occupancy Separation Table 508.4 2hr (R: U)Accessory Use 508.2 Storage - 6% of floor area(No separation except @ dwelling units)Incidential Uses 509 NoneTypes of Construction -- Chapter 6Type V-B Any materials permitted by codeFire-resistive rating Table 601Structural Frame 0hrNon/Bearing walls 0hrFloor oof 0hrExterior wall protection Table 602 All Walls 0hr > 10’ Fire - Resistive Construction -- Chapter 7 Opening Protectives: Table 705.8 All new walls:No Limit > 30’ Fire Walls:None Fire Barriers: 713.4 1 hr 2 hr Stair enclosure Garage Separations Occupancy Separation (R-2 + U Unit 204:1/200 (gross)940sf/200 = 5 Total Second Floor:20 Third Floor Unit 301:1/200 (gross)1,245sf/200 = 7 Unit 302:1/200 (gross)1,223sf/200 =7 Total Third Floor:14 Number of Exits Table 1006.3.2(1) 1 means of egress req’d from each floor Max (4) dwelling units Max 125’ Common Path Egress Travel Dist (Max exit access distance from unit 204 to stair door 200 = 71’) Egress Illumination:1008.2 Ex 3 Not req’d within dwelling units Stairway width 1011.2.1 Min width = 36” (occ load < 50) Exit Signs 1013.1 Ex 3 Not req’d within dwelling units Exit Access Stairways 1019.3 Shaft enclosure in accordance w/ 713 Corridors Rating Table 1020.1 0.5hr Min width Table 1020.2 36-inches (occ load <50) Accessibility -- Chapter 11 Accessible oute Parking Table 1106.1 16 spaces provided = 1 accessible req’ 1 accessible provided (Garage 102) COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Title: 2015 IECC Project Type:New Construction Vertical Glazing / Wall Area:16% Location:Estes Park, Colorado Climate Zone:5b Construction Site: Owner/Agent: Designer/Contractor: Project Information Energy Code: Wildfire Buildings H Credits: 1.5 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Additional Efficiency Package(s) Building Area Floor Area 1-Residential (Multifamily) : Residential 10050 Envelope Assemblies Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter Floor Over Garage/Outside: Wood-Framed, [Bldg. Use 1 -Residential]1215 45.0 0.0 0.023 0.033 Ext. Framed Walls: Wood-Framed, 16in. o.c., [Bldg. Use 1 -Residential]8828 21.0 0.0 0.062 0.064 Windows/Patio Doors: Wood Frame: Operable, Perf. Specs.:Product ID Pella Lifestyle Series or Eq., SHGC 0.23, [Bldg. Use 1- Residential] (b) 1223 ------ 0.330 0.450 Entry Doors: Wood, Perf. Specs.: Product ID TBD, SHGC 0.16,[Bldg. Use 1 - Residential] (b)75 ------ 0.320 0.770 Garage Entry Doors: Insulated Metal, Swinging, [Bldg. Use 1 -Residential]147 ------ 0.380 0.370 Roofs: Attic Roof, Wood Joists, [Bldg. Use 1 - Residential]4255 45.0 0.0 0.023 0.021 Slab on Grade: Unheated Slab-On-Grade, [Bldg. Use 1 -Residential] (c)166 ------ 0.730 0.540 (a)Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application. The proposed envelope systems have beendesigned to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicablemandatory requirements listed in the Inspection Checklist. Envelope PASSES: Design 12% better than code Project Title: Data filename: Wildfire Buildings H 03/18/21Report date: 81 ofPage Name - Title Signature Date Project Title: Data filename: Wildfire Buildings H 03/18/21Report date: 82 ofPage Jayson McMurren - PM Bas1s 3/18/21 Unit 204:1/200 (gross)940sf/200 =5Total Second Floor:20Third FloorUnit 301:1/200 (gross)1,245sf/200 =7Unit 302:1/200 (gross)1,223sf/200 =7Total Third Floor:14 Number of Exits Table 1006.3.2(1) 1 means of egress req’d from each floor Max (4) dwelling units Max 125’ Common Path Egress Travel Dist (Max exit access distance from unit 204 to stair door 200 = 71’) Egress Illumination:1008.2 Ex 3 Not req’d within dwelling units Stairway width 1011.2.1 Min width = 36” (occ load < 50) Exit Signs 1013.1 Ex 3 Not req’d within dwelling units Exit Access Stairways 1019.3 Shaft enclosure in accordance w/ 713 Corridors Rating Table 1020.1 0.5hr Min width Table 1020.2 36-inches (occ load <50) Accessibility -- Chapter 11 Accessible Route Parking Table 1106.1 16 spaces provided = 1 accessible req’d 1 accessible provided (Garage 102) Dwelling Units 1107.6.2.2.1 1107.7.1.1 1107.7.4 Wildfire Condos includes Meadows (9) buildings and Divide (2) building x 8 unites = 88 units * 0.02 = 2 Type ‘A’ unites required. Two Bedroom unit Type ‘A’ unit at Apartment 102 in Building ‘H’ and a One Bedroom Type ‘A’ unit to be provided in Divide Building ‘J’ - Both with ground floor garage access. Number of Units ‘required’ Bldgs A-F: 24 (6x4 units) Bldgs G-I: 6 (3x2 units) 30 Site impracticality: existing slope >10% All buildings non-elevator Meadows site area = 226,000sf Area < 10% grades = 151,420sf (67%) Therefore: 20 Type B req’d Bldgs G-I: 6 provided Bldgs A-F: 14 units 1 Type B + 1 Type A unit provided (See CRS 9-5 Master Plan) Per CRS 9-5-105: 99 units; 42 points req’d Min. (11) Type B (4pts ea) and (2) Type A (6pts ea) Provided = 56 points earned Interior Environment -- Chapter 12 Attic Ventilation 1202.2.1 Ex 2 1/300 of space ventilate Natural Light 1204.2 Min glazed area = 8% of the floor area of room serve Sound Transmission 1206.2 1206.3 STC = 50+ IIC = 50+ Access to unoccupie space 1208.2 Attic access min 20x30 inches Unit 204:1/200 (gross)940sf/200 =5Total Second Floor:20Third FloorUnit 301:1/200 (gross)1,245sf/200 =7Unit 302:1/200 (gross)1,223sf/200 =7Total Third Floor:14 Number of Exits Table 1006.3.2(1) 1 means of egress req’d from each floor Max (4) dwelling units Max 125’ Common Path Egress Travel Dist (Max exit access distance from unit 204 to stair door 200 = 71’) Egress Illumination:1008.2 Ex 3 Not req’d within dwelling units Stairway width 1011.2.1 Min width = 36” (occ load < 50) Exit Signs 1013.1 Ex 3 Not req’d within dwelling units Exit Access Stairways 1019.3 Shaft enclosure in accordance w/ 713 Corridors Rating Table 1020.1 0.5hr Min width Table 1020.2 36-inches (occ load <50) Accessibility -- Chapter 11 Accessible oute Parking Table 1106.1 16 spaces provided = 1 accessible req’ 1 accessible provided (Garage 102) GENERAL ASSEMBLY NOTES 1. REFER TO CODE AND ARCHITECTURAL PLANS FOR DESIGNATION OF PARTITION TYPES AND RATINGS 2. ALL PARTITIONS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE UNLESS NOTED OTHERWISE (IE DROPPED CEILINGS) 3. WHERE TWO DIFFERING PARTITION TYPES ABUT IN A LINE AND ALONG A CONTINUOUS LENGTH OF PARTITIONS, THE CONTINUOUS FINISHED SURFACES OF THESE PARTITIONS SHALL ALIGN UNLESS NOTED OTHERWISE. 4. ALL FRAMING TO BE SPACED PER STRUCTURAL REQUIREMENTS. 5. DO NOT PLACE GYPSUM BOARD JOINT AT CORNER OF DOOR FRAME. 6. CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS AT ALL WET LOCATIONS. MAINTAIN FIRE RATING AT ALL PARTITIONS. 7. ALL FIRE RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH TESTING REQUIREMENTS AND MANUFACTURERS RECOMMENDATIONS FOR CONDITIONS AS REQUIRED. CONSTRUCTION OF ALL SYSTEMS SHALL EQUAL THAT OF THE TESTED ASSEMBLY. CONTRACTOR MAY SUBSTITUTE ANOTHER LISTED ASSEMBLY FOR THAT INDICATED WITH PRIOR APPROVAL OF THE ARCHITECT AND THE BUILDING DEPARTMENT. TESTING FACILITIES ARE ABBREVIATED AS FOLLOWS: UL - UNDERWRITERS LABORATORIES, INC; GA - GYPSUM ASSOCIATION; NER - NATIONAL EVALUATION REPORT; WHI - WARNOCK HERSEY INTERNATIONAL 8. THROUGH PENETRATIONS IN RATED PARTITIONS SHALL BE FIRESTOPPED IN ACCORDANCE WITH IBC 712.3.1 9. MEMBRANE PENETRATIONS IN RATED PARTITIONS SHALL BE IN ACCORDANCE WITH IBC 713.3.2 10. ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE UNLESS NOTED OTHERWISE. 11. REFER TO COMCHECK TABLE FOR ALL ASSEMBLY INSULATION VALUES Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS ASSEMBLIES, BLOCKING CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U305 June 28, 2019 Bearing Wall Rating — 1 Hr Finish Rating — See Items 3, 3A, 3D, 3E, 3F, 3G, 3H, 3J and 3L. STC Rating - 56 (See Item 9) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2. Joints and Nail-Heads — Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 3. Gypsum Board* — 5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or verticall . Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontall . For an alternate method of attachment of gypsum panels, refer to Items 6 through 6F, Steel Framing Members*. When Items 6, 6B, 6C, 6D, 6E, or 6F, Steel Framing Members*, are used, gypsum panels attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 6A, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle-head steel screw spaced 12 in. OC. All joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7, resilient channels are used, 5/8 in. thick, 4 ft wide gypsum panels applied verticall . Screw attached furring channels with 1 in. long, self-drilling, self-tapping Type S or S-12 steel screws spaced 8 in. OC, vertical joints located midwa between studs. min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type SCX (finish rating 24 min), Type SGX (finish rating 24 min), Type ULX (finish rating 22 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type ULIX (finish rating 20 min) USG BORAL DRYWALL SFZ LLC — Type SGX (finish rating 24 min). USG MEXICO S A DE C V — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type ULX (finish rating 22 min) 3A. Gypsum Board* — (As an alternate to Item 3) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO — Types AGX-1 (finish rating 25 min.), M-Glass (finish rating 25 min.), AG-C (finish rating 25 min.), LighttRoc (finish rating 25 min.) CERTAINTEED GYPSUM INC — Type C, Type X or Type X-1 (finish rating 26 min) CGC INC — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min) NATIONAL GYPSUM CO — Type FSW (finish rating 24 min) UNITED STATES GYPSUM CO — Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type SGX (finish rating 24 min), Type C (finish rating 24 thick board as outlined in Item 3) — Nominal 1-3/8 in. thick, 4 ft wide panels, applied vertically or horizontall . Fastened with #6 x 2 in. long drywall screw spaced 8 in. OC along the perimeter and 12 in. OC in the field. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 545 4. Steel Corner Fasteners — (Optional) — For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails. 5. Batts and Blankets* — (Optional — Required when Item 6A is used (RC-1)) — Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be friction-fitted to completely fill the stud cavities. CERTAINTEED CORP JOHNS MANVILLE KNAUF INSULATION LLC MANSON INSULATION INC ROCK WOOL MANUFACTURING CO — Delta Board ROCKWOOL — Acoustical Fire Batts THERMAFIBER INC — Type SAFB, SAFB FF 5A. Fiber, Sprayed* (Not Shown — Not for use with Item 6) — As an alternate to Batts and Blankets (Item 5) — Spray applied cellulose material. The fiber i applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product. When Item 6B is used, Fiber, Sprayed shall be INS735, INS745, INS765LD or INS770LD. U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. facilitate the installation of the sprayed fiber from the opposite row. 14. Mineral and Fiber Board* — (Optional, Not Shown) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with 2 in. long Type W steel screws, spaced 12 in. OC. The required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO — Homasote Type 440-32 14A. Mineral and Fiber Board* (Optional, Not Shown) — For use with Items 14B-14E) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with minimum 1-3/8 in. long ring shanked nails or 1-1/4 in. long Type W steel screws, spaced 12 in. OC along board edges and 24 in. OC in field of board along intermediate framing. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO — Homasote Type 440-32 14B. Glass Fiber Insulation (For use with Item 14A) — 3-1/2 in. thick gla fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall. See Batts and Blankets (BKNV or BZJZ) categories for names of Classified companies. 14C. Batts and Blankets* (As an alternate to Item 14B, For use with Item 14A), 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the 3- 1/2 in. face of the studs with staples placed 24 in. OC. THERMAFIBER INC — Type SAFB, SAFB FF 14D. Adhesive (For use with Item 14A) — Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 14A). 14E. Gypsum Board* (For use with Item 14A) — 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 14A) with vertical joint located anywhere over stud cavities. Secured to mineral and fiber boards with 1- 1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 14A). Secured to outermost studs and bearing plates with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. Finish Rating 30 Min. D. Item 6, above — Steel Framing Members* Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall assembl . E. Item 8, above — Caulking and Sealants (Not Shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound control. F. Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10. Wall and Partition Facings and Accessories* (Optional, Not Shown) Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembl . Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR-500 and QR-510 11. Cementitious Backer Units* (Optional Item Not Shown — For Use On Face Of 1 Hr Systems With All Standard Items Required) - 7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide. Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO — Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plu 12. Non-Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 in. studs or nominal 2 by 6 in. studs nailed together with two 3 in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 13. Mesh Netting (Not Shown) — Any thin, woven or non-woven fibrou netting material attached with staples to the outer face of one row of studs to Assembly type Walls and Partitions Protection type Wood Stud, Gypsum Board, Lath &/or Plaster Rating Rating ≥ 2 hr and < 3 hr FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer Search Parameters BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U375 July 30, 2019 Nonbearing Wall Rating - 2 HR (Area Separation Wall, See Items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See Items 4 and 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, See Item 4B and 4C) Finish Rating - (See Item 6) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. AREA SEPARATION WALL (Nonbearing Wall) — (Max Height - See Item 3) 1. Floor, Intermediate or Top Wall Track — 2 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs — Steel members formed from No. 25 MSG galv steel having "H" - shaped flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 3. Gypsum Board* — Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" - shaped studs. AMERICAN GYPSUM CO — Types AG-S (Max Height - 66 ft), M-Glass (Max Height - 66 ft) GEORGIA-PACIFIC GYPSUM L L C — Type TP-6 (Max Height - 66 ft), Type DGUSL (Max Height - 44 ft), Type TRSL (Max. Height - 44 ft) PROTECTED WALL: (Bearing or Nonbearing Wall as indicated under Items 4, through 4G. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4. Wood Studs Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face parallel to liner panels (Item No. 3). Stud cross-braced where necessary for clip attachment. Min 3/4 in. separation between wood framing and area separation wall. Studs may be also be orientated with 2 in. face perpendicular to liner panels if Type AG-S or M-Glass panels are used. 4A. Steel Studs (As an alternate to Item 4, not shown) — For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold- Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembl , including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screw on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross-braced with stud. Min 3/4 in. separation between steel framing and area separation wall. 4B. Steel Studs (As an alternate to Items 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min 3- 1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tra shall be channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor 3. Gypsum Board* — Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" - shaped studs. AMERICAN GYPSUM CO — Types AG-S (Max Height - 66 ft), M-Glass (Ma Height - 66 ft) GEORGIA-PACIFIC GYPSUM L L C — Type TP-6 (Max Height - 66 ft), Type DGUSL (Max Height - 44 ft), Type TRSL (Max. Height - 44 ft) PROTECTED WALL: (Bearing or Nonbearing Wall as indicated under Items 4, through 4G. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4. Wood Studs — Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face parallel to liner panels (Item No. 3). Studs cross-braced where necessary for clip attachment. Min 3/4 in. separation between wood framing and area separation wall. Studs may be also be orientated with 2 in. face perpendicular to liner panels if Type AG-S or M-Glass panels are used. 4A. Steel Studs (As an alternate to Item 4, not shown) — For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold- Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembl , including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screw on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross-braced with stud. Min 3/4 in. separation between steel framing and area separation wall. 4B. Steel Studs (As an alternate to Items 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min 3- 1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tra shall be channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. 4C. Framing Members* — Steel Studs (As an alternate to Item 4, 4A, and 4B) - For Nonbearing Wall. Proprietary channel shaped studs, 3-5/8 in. wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tracks, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25 CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK CRACO MFG INC — SmartStud25 MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25 FUSION BUILDING PRODUCTS — Viper25 IMPERIAL MANUFACTURING GROUP INC — Viper25 STUDCO BUILDING SYSTEMS — CROCSTUD TELLING INDUSTRIES L L C — Viper25 CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK 5. Gypsum Board — Classified or Unclassified — Min 1/2 in thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC or 1 in. long Type W coarse thread steel screws spaced 12 in. OC. Gypsum board attached to steel studs with 1 in. long Type S or S-12 steel screws spaced 12 in. OC. Vertical joints located over studs. Joints may or may not be covered with paper tape and joint compound. Nail or screw heads may or may not be covered with joint compound. 5A. Gypsum Board — (As an alternate to Item 5) Nom 5/8 in thick, 4 ft wide, applied either horizontally or verticall . Gypsum board attached to wood stud with 1-1/4 in. long steel drywall nails space 8 in. OC or 1 in. long Type W coarse thread steel screws spaced 12 in. OC. Gypsum board attached to steel studs with 1 in. long Type S or S-12 steel screws spaced 12 in. OC. Vertical joints located over studs. Joints may or may not be covered with paper tape and joint compound. Nail or screw heads may or may not be covered with joint compound. GEORGIA-PACIFIC GYPSUM L L C — Type X ComfortGuard Sound Deadening Gypsum Board 5B. Plywood Sheathing or OSB (Not Shown) — As an alternate to Item 5 or 5A, Min 1/2 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint. Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. 5C. Batts and Blankets* (Not Shown) — As an alternate to Items 5, 5A and 5B when Types AG-S, M-Glass or TP-6 are used. Glass fiber or mineral wool insulation, min. 3-1/2 in. thick, placed to completely fill the wood or steel stud cavities. See Batts and Blankets (BKNV) category in the Building Material Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. Min 3/4 in. separation between insulation and area separation wall. 5D. Loose Fill Material* — (Optional) — To be used in addition to Items 5, 5A, or 5B. Any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics, installed at a max thickness of 3-1/2 in. may be used. Min 3/4 in. separation between insulation and area separation wall. 6. Attachment Clips — Aluminum angle, min. 0.063 in. thick, min 2 in. wide with min 2 in. and 2-1/4 in. legs or min. 0.050 in. thick, min. 2 in. wide with min 2 in. and 2-1/2 in. legs. Clips secured with Type S screws min. 3/8 in. long to "H" studs or steel studs and with Type W screws min. 1-1/4 in. long to wood framing through holes provided in clip. For wood studs, the Finish Rating of the various Configurations is 120 minutes, unless Configuration A, C or E are used at a height exceeding 44 ft., in which case the Finish Rating is 115 min. Finish rating has not been evaluated for steel studs. System 1 6A. Clip placement (Item 6) for separation walls up to 23 ft high: Space clips a max of 10 ft OC vertically between wood or steel framing and "H" studs. System 2 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips a described in Item 6A for upper 24 ft. Remaining wall area below requires clip spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. System 3 6C. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips a described in Item 6A for upper 24 ft. Space clips as described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OC vertically between wood or steel framing and "H" studs. 7. Non-Bearing Wall Partition Intersection (Optional) — For wood framing Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. verticall . Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. verticall . Maximum one non-bearing wall partition intersection per stud cavit . Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. For wood studs, the Finish Rating of the various Configurations is 120 minutes, unless Configuration A, C or E are used at a height exceeding 44 ft., in which case the Finish Rating is 115 min. Finish rating has not been evaluated for steel studs. System 1 6A. Clip placement (Item 6) for separation walls up to 23 ft high: Space clips a max of 10 ft OC vertically between wood or steel framing and "H" studs. System 2 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips a described in Item 6A for upper 24 ft. Remaining wall area below requires clip spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. System 3 6C. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips a described in Item 6A for upper 24 ft. Space clips as described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OC vertically between wood or steel framing and "H" studs. 7. Non-Bearing Wall Partition Intersection — (Optional) — For wood framing — Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. M500 May 07, 2019 Unrestrained Assembly Rating — 2 Hr. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Flooring Systems — The flooring system shall consist of one of the following: System No. 1 Subflooring — Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood or panels secured to trusses with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier — (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1500 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. MAXXON CORP — Type D-C, GC, GC2000, L-R, T-F, CT, SS RAPID FLOOR SYSTEMS — Type RF, RFP, RFU, Ortecrete Floor Mat Materials* (Optional) Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. FORMULATED MATERIALS LLC — Types M1, M2, M3, Elite, Duo, R1, and R2 System No. 7 Subflooring Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood or panels secured to trusses with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Finish Flooring - Floor Topping Mixture* Min 1 in. thickness of floor topping mixture having a min compressive strength of 4500 psi. Refer to manufacturer' instructions accompanying the material for specific mix design. SIKA DEUTSCHLAND GMBH — Type SCHONOX AP Rapid Plu 2. Trusses — Parallel chord trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Min truss depth is 12 in. Truss members secured together with min 0.0356 in. thick galv steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approx. 7/8 in. centers with four rows of teeth per inch of plate width. 3. Gypsum Board* — Three layers of 5/8 in. thick by 4 ft wide gypsum board. Top layer boards installed with the long dimension perpendicular to trusses with end joints located under bottom of trusses. End joints in adjacent rows shall be staggered on adjacent trusses. Top layer boards secured to bottom chord of trusses with 1-5/8 in. long Type S bugle head screws, spaced max 8 in. OC. Screws located 1-1/2 to 2 in., and 3/4 in. from side and end joints, respectively. Bottom two layers of gypsum board installed perpendicular to furring channels with end joints centered on the furring channels. Middle layer boards secured to each furring channel with 1 or 1-1/4 in. long Type S-12 bugle head steel screws spaced max 8 in. OC. Screws located 1-1/2 to 2 in. and 5/8 to 3/4 in. from side and end joints, respectively. Face layer boards secured to each furring channel through the middle layer with 1-5/8 or 1-7/8 in. long Type S-12 bugle head steel screws, spaced a max of 8 in. OC. Screws located 1-1/2 to 2 in. and 5/8 to 3/4 in. from side and end joints, respectively. End joints and side joints of the face layer boards shall be staggered a min of 16 in. from the joints in the middle layer. If end joints of the face layer boards are not centered on the furring channels, the end of boards at the end joint shall be attached to the middle layer boards with 1-1/2 in. long Type G steel screws spaced 8 in. OC and located 1-1/2 in. from the end joint. All screws shall be driven no further than flush with the face of the boards in order not to damage the core of the boards. AMERICAN GYPSUM CO — Type AG-C CERTAINTEED GYPSUM INC — Type C CGC INC — Types C, IP-X2, IPC-AR CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC- C/A GEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC, TG-C NATIONAL GYPSUM CO — Types FSK-C, FSK-G, FSW-C, FSW-G UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, ULIX USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR 4. Furring Channels — Resilient channels, 1/2 in. deep, or inverted hat type furring channels, 7/8 in. deep, formed from 0.019 in. thick galv steel, spaced 12 in. OC perpendicular to trusses. Channels secured to each truss with 1-7/8 in. long Type S steel screws. 5. Batts and Blankets* Any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. Insulation secured against the subflooring, held suspended in the concealed space or draped over the resilient channels (or furring channels) and gypsum panel membrane. There is no limit in the overall thickness of insulation. 5A. Loose Fill Material* As an alternate to Item 5, any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics. There boards shall be staggered a min of 16 in. from the joints in the middle layer. If end joints of the face layer boards are not centered on the furring channels, the end of boards at the end joint shall be attached to the middle layer boards with 1-1/2 in. long Type G steel screws spaced 8 in. OC and located 1-1/2 in. from the end joint. All screws shall be driven no further than flush with the face of the boards in order not to damage the core of the boards. AMERICAN GYPSUM CO — Type AG-C CERTAINTEED GYPSUM INC — Type C CGC INC — Types C, IP-X2, IPC-AR CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC- C/A GEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC, TG-C NATIONAL GYPSUM CO — Types FSK-C, FSK-G, FSW-C, FSW-G UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, ULIX USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR 4. Furring Channels — Resilient channels, 1/2 in. deep, or inverted hat type furring channels, 7/8 in. deep, formed from 0.019 in. thick galv steel, spaced 12 in. OC perpendicular to trusses. Channels secured to each truss with 1-7/8 in. long Type S steel screws. 5. Batts and Blankets* — Any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. Insulation secured against the subflooring, held suspended in the concealed space or draped over the resilient channels (or furring channels) and gypsum panel membrane. There is no limit in the overall thickness of insulation. 5A. Loose Fill Material* — As an alternate to Item 5, any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics. There UL and the UL logo are trademarks of UL LLC © 2019 All Rights Reserved. is no limit in the overall thickness of insulation. 6. Finishing System — (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2019-05-07 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those product bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2019 UL LLC".UL and the UL logo are trademarks of UL LLC © 2019 All Rights Reserved. BLUE RIDGE FIBERBOARD INC — SoundStop * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2019-06-28 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those product bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2019 UL LLC". 1. Flooring System — The flooring system shall consist of one of the following: System No. 2 Subflooring — Min 23/32 in. thick T & G wood structural panels installed perpendicular to trusses with joints staggered 4 ft. Plywood or non-veneer APA rated panels secured to trusses with construction adhesive and No. 6d ring shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Finish Flooring — Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1500 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. MAXXON CORP — Types D-C, GC, GC 2000, L-R, T-F, CT, SS 2. Trusses — Parallel chord trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Min truss depth is 18 in. when Ceiling Dampers* are used. Truss depth may be reduced to 12 in. when Ceiling Dampers* are not used. Truss members secured together with min 0.0356 in. thick galvanized steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tool has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approx. 7/8 in. centers with four rows of teeth per inch of plate width. 3. Air Duct* — Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 4A. Alternate Ceiling Damper* — For use with min 18 in. deep trusses. Max plenum box size nom 19 in. long by 19 in. wide and 11-7/8 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. AIRE TECHNOLOGIES INC — Models: CRD model 50 w/Boot, CRD model 50EA w/ Boot, CRD model 55 w/Boot, CRD model 55 EA w/Boot. 4C. Alternate Ceiling Damper* — For use with min 18 in. deep trusses. Max size ceiling outlet in plenum box nom 12 in. long by 12 in. wide. Plenum box fabricated from galv steel. Aggregate damper openings shall not exceed 72 sq in. per 100 sq ft of ceiling area. Installed in accordance with the manufacturers installation instructions provided with the damper. AIRE TECHNOLOGIES INC — Models: CRD model 50 w/Boot, CRD model 50EA w/ Boot, CRD model 55 w/Boot, CRD model 55 EA w/Boot 4Q. Alternate Ceiling Damper* — Ceiling damper & fan assembly for use with min 18 in. deep trusses. Max nom area shall be 103 sq in. with the length not to exceed 10-1/8 in. and the width not to exceed 10-1/8 in. Aggregate damper openings shall not exceed 52 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille (Item 9) shall be installed in accordance with installation instructions. PANASONIC CORPORATION, PANASONIC CORPORATION OF NORTH AMERICA — Model PC-RD05C5 5A. Loose Fill Material* — (Optional) — Loose fill material may be used as an alternate to batt insulation (Item 5). When used, the resilient channel and gypsum board attachment is modified as specified in Items 6 and 7. Any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics, having a min density of 0.5 pcf and installed at a max thickness of 3-1/2 in. may be used. When Type AG-C gypsum panels are used, there is no limit on overall thickness. The finished rating when loose fill material is used has not been determined. 6. Resilient Channels — Resilient channels formed of 25 MSG galv steel, spaced 16 in. OC perpendicular to trusses. When batt insulation (Item 5) is draped over the resilient channel/gypsum board ceiling membrane, or when loose fill insulation (Item 5A) is used, the resilient channel spacing shall be reduced to 12 in. OC. Channels secured to each truss with 1-1/4 in. long Type S bugle head steel screws. Channels overlapped 4 in. at splices. Two channels, spaced 6 in. OC, oriented opposite each gypsum board end joint as shown in the above illustration. Additional channels shall extend min 6 in. beyond each side edge of board. 7. Gypsum Board* — Nom 5/8 in. thick, 48 in. wide gypsum board installed with long dimension perpendicular to resilient channels. Gypsum board secured with 1 in. long Type S bugle head steel screws spaced 12 in. OC and located a min of 1/2 in. from side joints and 3 in. from the end joints. End joints secured to both resilient channels as shown in end joint details. When batt insulation is draped over the resilient channel/ gypsum board ceiling membrane, or when loose fill insulation (Item 5A) is used, screws spacing shall be 8 in. OC. AMERICAN GYPSUM CO — Types AG-C 8. Finishing System — (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. 9. Grille — Grille installed in accordance with the installation instructions provided with the ceiling damper. FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. L574 October 22, 2019 Unrestrained Assembly Rating — 1 Hr. Finish Rating — 24 or 25 Min (See Items 5, 5A and 5B) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. PARALLEL CHORD TRUSS 1 HOUR FIRE DESIGNS Min. Truss Depth per UL Insulation Resilient Channel Drywall Min.Topping Depth Sound Mat Floor Covering* Sound Rating Maxxon UL Fire RatingsSTC IIC Test Number 18" Yes Yes 5/8" (16 mm) 3/4" (19 mm) None Ceramic Tile 58 H6130.01 Minimum of 12" Truss L528 L529 L542 L563 L574 L576 L579 L581 L583 L592 M508 ICC ESR #2540 UL ER #8477-01 LVT 41 H6130.02 Ceramic Tile 35 H6130.01 Carpet & Pad 71 I0101.02 Acousti-Mat 1/8 Sheet Vinyl 52 I0101.09 LVT 50 I0101.07 Ceramic Tile 52 I0101.30 Engineered Wood 55 I0101.10 Carpet and Pad 72 I0101.11 1" (25 mm) Acousti-Mat 1/4 Sheet Vinyl 54 I0106.20 LVT 53 I0106.18 Ceramic Tile 55 I0106.24 Engineered Wood 55 I0106.21 Carpet and Pad 71 I0106.22 Acousti-Mat 1/4 Premium Sheet Vinyl 55 I0101.17 LVT 54 I0101.15 Ceramic Tile 55 I0101.21 Engineered Wood 55 I0101.18 Carpet and Pad 76 I0101.19 Sheet Vinyl 56 I0106.28 BXUV.U334 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service sta provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U334 March 11, 2020 Bearing Wall Rating — 2 HR. STC Rating - 62 (See Item 7) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Wood Studs — Nom 2 by 4 in., spaced 16 in. OC. Studs cross braced at mid-height and effectively fire stopped at top and bottom of wall. 2. Resilient Channel — 25 MSG galv steel, nom 2-1/2 in. wide by 1/2 in. deep. Resilient channels placed perpendicular to studs, spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1 in. long Type S steel screws. 2A. Steel Framing Members* — (Optional, Not Shown) — As an alternate to Item 2, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wir near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Steel Framing Members* — Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — ypes RSIC-1, RSIC-1 (2.75). 2B. Steel Framing Members* (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: a. Furring Channels Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels ar overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* Used to attach furring channels (Item 5Aa) to studs. Clips spaced 48 in. OC. Genie clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PLITEQ INC — ype Genie Clip Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS — ype ClarkDietrich Sound Clip 3. Gypsum Board* — 5/8 in. thick, 4 ft wide. Attached to furring channels: base layer with 1 in. long Type S steel screws spaced max 24 in. OC, face layer with 1-5/8 in. long Type S steel screws spaced max 12 in. OC. Attached to wood studs: base layer with 1-7/8 in. long 6d coated nails spaced max 14 in. OC, face layer with 2-3/8 in. long 8d coated nails spaced max 7 in. OC. Base layers installed vertically. Face layers installed horizontally with butt joints offset 16 in. from base layers. AMERICAN GYPSUM CO — Types AG-C CER AINTEED GYPSUM INC — ype C. CGC INC — ypes C, IP-X2, IPC-AR, ULIX. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — ype LGFC-C/A. GEORGIA-PACIFIC GYPSUM L L C — ypes 5, DAPC, TG-C. NATIONAL GYPSUM CO — ypes eXP-C, FSK-C, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — ype C or PG-C. PANEL REY S A — ype PRC THAI GYPSUM PRODUCTS PCL — ype C. UNITED STATES GYPSUM CO — ypes C, IP-X2, IPC-AR, ULIX. USG BORAL DRYWALL SFZ LLC — ype C USG MEXICO S A DE C V — ypes C, IP-X2, IPC-AR. 4. Batts and Blankets* — Nom 2 in. thick mineral wool insulation, 96 in. long, cut to 15 in. widths, friction fitted between studs in wall cavity. ROCKWOOL — ype AFB, min. density 1.69 pcf / 27.0 kg/m THERMAFIBER INC — ype SAFB, SAFB FF. 4A.. Batts and Blankets* Glass fiber insulation. The cavities formed by the studs friction fit with R-19 unfaced fiberglass insulation batts measuring 6-1/4 in. thick and 15-1/4 in. wide. See Batts and Blankets* (BZJZ) category for names of Classified Companies. 3 Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS — ype ClarkDietrich Sound Clip 3. Gypsum Board* — 5/8 in. thick, 4 ft wide. Attached to furring channels: base layer with 1 in. long Type S steel ews spaced max 24 in. OC, face layer with 1-5/8 in. long Type S steel screws spaced max 12 in. OC. Attached to wood studs: base layer with 1-7/8 in. long 6d coated nails spaced max 14 in. OC, face layer with 2-3/8 in. long 8d coated nails spaced max 7 in. OC. Base layers installed vertically. Face layers installed horizontally with butt joints o set 16 in. from base layers. AMERICAN GYPSUM CO — ypes AG-C CER AINTEED GYPSUM INC — ype C. CGC INC — ypes C, IP-X2, IPC-AR, ULIX. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — ype LGFC-C/A. GEORGIA-PACIFIC GYPSUM L L C — ypes 5, DAPC, TG-C. NATIONAL GYPSUM CO — ypes eXP-C, FSK-C, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — ype C or PG-C. PANEL REY S A — ype PRC THAI GYPSUM PRODUCTS PCL — ype C. UNITED STATES GYPSUM CO — ypes C, IP-X2, IPC-AR, ULIX. USG BORAL DRYWALL SFZ LLC — ype C USG MEXICO S A DE C V — ypes C, IP-X2, IPC-AR. 4. Batts and Blankets* — Nom 2 in. thick mineral wool insulation, 96 in. long, cut to 15 in. widths, friction fitted between studs in wall cavity. ROCKWOOL — ype AFB, min. density 1.69 pcf / 27.0 kg/m THERMAFIBER INC — ype SAFB, SAFB FF. 4A.. Batts and Blankets* — Glass fiber insulation. The cavities formed by the studs friction fit with R-19 unfaced fiberglass insulation batts measuring 6-1/4 in. thick and 15-1/4 in. wide. See Batts and Blankets* (BZJZ) category for names of Classified Companies. 3 5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied to joints, screw heads, and nail heads (two applications); paper tape embedded in first layer of compound over all joints. 6. Caulking and Sealants — (Not Shown, Optional) A bead of acoustical sealant applied around the partition perimeter for sound control 7. STC Rating The STC Rating of the wall assembly is 62 when it is constructed as described by Items 1 through 5, except: a. Item 2A, above — Steel Framing Members* Shall be used to attach wallboard to studs on either the acoustical source or receiving side of the wall assembly. b. Item 4a above — Batts and Blankets* As described above, fiberglass insulation shall be used. c. Item 6, above — Caulking and Sealants (not shown) A bead of acoustical sealant shall be applied ound the partition perimeter for sound control. 8. Wall and Partition Facings and Accessories* (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in dance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — ype QuietRock QR-500 and QR-510 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2020-03-11 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and ed under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2020 UL LLC" 5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied to joints, screw heads, and nail heads (two applications); paper tape embedded in first layer of compound over all joints. 6. Caulking and Sealants (Not Shown, Optional) A bead of acoustical sealant applied around the partition perimeter for sound control 7. STC Rating The STC Rating of the wall assembly is 62 when it is constructed as described by Items 1 through 5, except: a. Item 2A, above — Steel Framing Members* Shall be used to attach wallboard to studs on either the acoustical source or receiving side of the wall assembly. b. Item 4a above — Batts and Blankets* As described above, fiberglass insulation shall be used. c. Item 6, above — Caulking and Sealants (not shown) A bead of acoustical sealant shall be applied ound the partition perimeter for sound control. 8. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR-500 and QR-510 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2020-03-11 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and ed under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2020 UL LLC" Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS LIFE SAFETY / ACCESSIBILITY CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 UP F RE DW F RE DW W/DW/D W/DW/D 2-HR, TYP. 1/2-HR 1-HR 1-HR 1-HR 1-HR APARTMENT 101 APARTMENT 102 STORAGESTORAGE EXIT EXIT MAX TRAVEL = 95' W/D DN UP F DW F RE DW F RE DW F RE DW W/DW/D W/DW/D W/DW/D RE 1-HR 1-HR APARTMENT 2O1 APARTMENT 2O4 APARTMENT 2O3 APARTMENT 2O2 MAX TRAVEL 72' DW DNF RE W/D F RE DW W/D W/D 1-HR APARTMENT 302 APARTMENT 301 MAX TRAVEL 67' 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" DRAFT STOP RE: ROOF PLAN 2-HR 1-HR APARTMENT 302 APARTMENT 301 STAIR APARTMENT 201 APARTMENT 204 APARTMENT 203 APARTMENT 102 APARTMENT 101GARAGE 38 " M I N . PR E F E R 3 0 " M A X . 32 " M A X . 42" MIN. MIN. REINFORCING AREA (REAR TOILET WALL REINFORCEMENT ALWAYS INSTALLED TO ASSUME 36" BAR THAT IS 6" OFF OF FINISH FACE 2-4" ADDITIONAL REINFORCING AT SIDES AND BOTTOM RECOMMENDED 60" MIN. PR E F E R 3 0 " M A X . 32 " M A X . FFFF TOILET REINFORCING SIDE WALLTOILET REINFORCING REAR WALL 38 " M I N . PR E F E R 3 0 " M A X . 32 " M A X . 38 " M I N . 24 " M A X . 28" FF MA X . 6" 38 " M A X . 6" MAX. 48" MIN. 6" MAX. FF 12" PR E F E R 3 0 " M A X . 32 " M A X . 38 " M A X . 28" MIN. FF ADDITIONAL RECOMMENDED REINFORCED AREA ADDITIONAL RECOMMENDED REINFORCED AREA NOTE: INSTALL MIXING VALVE ABOVE OR BELOW CONTINUOUS BLOCKING GRAB BAR REINFORCING AT RESIDENTIAL TYPE A+B WATER CLOSET AND TUB/SHOWER 8" 9" 11" MI N . 2 7 " 60" 66 " 18" MIN 48" 66 " 16"-18" 16"-18" 33" MIN 30 " 48" 24" 30" 48 " 19" 34 " M A X 40 " M A X TO M I R R O R LE N G T H O F T U B ( 5 6 " ) 30" 48 " 30" KNEE + TOE CLEARANCE NOTE: OFFSET BOWL IN LAV, TYPICAL REMOVEABLE CABINETRY BELOW FLOOR + WALL FINISHES EXTEND THRU CABINET REMOVEABLE SEAT CONTROL WALL TUB OR SHOWER RE: PLAN TYPE 'A' TOILET w/ LAVATORY OVERLAP TYPE 'B' LAVATORY TYPE 'B' TOILET w/ LAVATORY OVERLAP TYPE 'A' LAVATORY TO L I P O F L A V TYPE 'A' BATHTUB TYPE 'B' OPTION 'B' APPLIES TO ALL GROUND FLOOR UNITS NOT IDENTIFIED AS TYPE 'A' TYPE 'B' TUB/SHOWER I ICCI A117.1-2009 (a) (b) FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH 308.3 Side Reach. x ro a EN N co ..- -.:;t x roo -.:;t ..- -.:;t 308.3.1 Unobstructed. Where a clear floor space complying with Section 305 allows a parallel approach to an element and the edge of the clear floor space is 10 inches (255 mm) maximum from the x roo x EN N cuL{) CO..-- Eco -.:;t -.::t CXJ C"? J 255 (a) Chapter 3. Building Blocks element, the high side reach shall be 48 inches I (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the floor. EXCEPTION: Existing elements that are not I altered shall be permitted at 54 inches (1370 mm) maximum above the floor. 255 FIG. 308.3.1 UNOBSTRUCTED SIDE REACH x cuo EN N co ..-- -.:;t 308.3.2 Obstructed High Reach. Where a clear floor space complying with Section 305 allows a par- allel approach to an element and the high side reach I is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum above the floor and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum above the floor for a reach depth of 10 inches (255 mm) maxi- x cuo x co..--cuL{) -.::t Eco -.:;t CXJ C"? \l \ >10 -24 255 -610 (b) FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH 13 I ICCI A117.1-2009 (a) (b) FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH 308.3 Side Reach. x ro a EN N co ..- -.:;t x roo -.:;t ..- -.:;t 308.3.1 Unobstructed. Where a clear floor space complying with Section 305 allows a parallel approach to an element and the edge of the clear floor space is 10 inches (255 mm) maximum from the x roo x EN N cuL{) CO..-- Eco -.:;t -.::t CXJ C"? J 255 (a) Chapter 3. Building Blocks element, the high side reach shall be 48 inches I (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the floor. EXCEPTION: Existing elements that are not I altered shall be permitted at 54 inches (1370 mm) maximum above the floor. 255 FIG. 308.3.1 UNOBSTRUCTED SIDE REACH x cuo EN N co ..-- -.:;t 308.3.2 Obstructed High Reach. Where a clear floor space complying with Section 305 allows a par- allel approach to an element and the high side reach I is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum above the floor and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum above the floor for a reach depth of 10 inches (255 mm) maxi- x cuo x co..--cuL{) -.::t Eco -.:;t CXJ C"? \l \ >10 -24 255 -610 (b) FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH 13 I ICCI A117.1-2009 (a) (b) FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH 308.3 Side Reach. x ro a EN N co ..- -.:;t x roo -.:;t ..- -.:;t 308.3.1 Unobstructed. Where a clear floor space complying with Section 305 allows a parallel approach to an element and the edge of the clear floor space is 10 inches (255 mm) maximum from the x roo x EN N cuL{) CO..-- Eco -.:;t -.::t CXJ C"? J 255 (a) Chapter 3. Building Blocks element, the high side reach shall be 48 inches I (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the floor. EXCEPTION: Existing elements that are not I altered shall be permitted at 54 inches (1370 mm) maximum above the floor. 255 FIG. 308.3.1 UNOBSTRUCTED SIDE REACH x cuo EN N co ..-- -.:;t 308.3.2 Obstructed High Reach. Where a clear floor space complying with Section 305 allows a par- allel approach to an element and the high side reach I is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum above the floor and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum above the floor for a reach depth of 10 inches (255 mm) maxi- x cuo x co..--cuL{) -.::t Eco -.:;t CXJ C"? \l \ >10 -24 255 -610 (b) FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH 13 .. ICCI A 117.1-2009 307.2 Protrusion Limits. Objects with leading edges more than 27 inches (685 mm) and not more than 80 inches (2030 mm) above the floor shall protrude 4 inches (100 mm) maximum horizontally into the circula-tion path. EXCEPTION: Handrails shall be permitted to pro-trude 41/2 inches (115 mm) maximum. o D (V) co D 1\1 N >< 1\1 >< 4 max 100 FIG. 307.2 LIMITS OF PROTRUDING OBJECTS r--.I.!) NCO CD 1\ 1\ X >< 307.3 Post-Mounted Objects. Objects on posts or pylons shall be permitted to overhang 4 inches (100 mm) maximum where more than 27 inches (685 mm) and not more than 80 inches (2030 mm) above the floor. Objects on multiple posts or pylons where the clear distance between the posts or pylons is greater than 12 inches (305 mm) shall have the lowest edge of such object either 27 inches (685 mm) maximum or 80 inches (2030 mm) minimum above the floor. EXCEPTION: Sloping portions of handrails between the top and bottom riser of stairs and above the ramp run shall not be required to comply with Section 307.3. 307.4 Vertical Clearance. Vertical clearance shall be 80 inches (2030 mm) minimum. Rails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm). The leading edge of such rails or barrier shall be located 27 inches (685 mm) maximum above the floor. EXCEPTION: Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the floor. Chapter 3. Building Blocks FIG. 307.4 REDUCED VERTICAL CLEARANCE >< CUlC) 0 EcoOC'0 f'-<D COO N v N X V X 307.5 Required Clear Width. Protruding objects shall not reduce the clear width required for accessible routes. 308 Reach Ranges 308.1 General. Reach ranges shall comply with Section 308. 308.2 Forward Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the floor. FIG. 308.2.1 UNOBSTRUCTED FORWARD REACH >< CUD EN N co T""' """" 308.2.2 Obstructed High Reach. Where a high for- ward reach is over an obstruction, the clear floor space complying with Section 305 shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maxi- mum above the floor where the reach depth is 20 inches (510mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum above the floor, and the reach depth shall be 25 inches (635 mm) maximum. 11 Chapter 10. Dwelling Units and Sleeping Units ICC A 117.1 -2009 1004.12.1.1 Minimum Clearance. Clearance between all opposing base cabinets, counter tops, appliances, or walls with in kitchen work areas shall be 40 inches (1015mm) min imum . 1004.12.1.2 U-Shaped Kitchens. In kitchens with counters, appliances, or cabinets on three co nt ig- uous sides, clearance between all opposing ba se cabinets , countertops, appliances, or walls within kitchen work areas shall be 60 inches (1525 mm) minimum . 1004.12.2 Clear Floor Space. Clear lloor space at appliances sha ll comply with Sections 1004.12.2 and 305 .3. 1004.12.2.1 Sink. A clear lloor space , positioned lor a parallel approach to the sink, shall be pro - vided . The clear lloor space shall be centered on the sink bowl. I EXCEPTION: A sink with a lorward approach complying with Section 1003.12.4.1. I 1004.12.2.2 Dishwasher_ A clear floor space, posit io ned lor a parallel or forward approach to the dishwasher, shall be prOVided. The dishwasher door in the open position shall not obstruct the clear floor space for the dishwasher. [] --- DW L ____ 0 0 00 <1f Ref 60 min L 1525 FIG. 1004.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE B UNITS tJ 00 00 Ref <1Y o=c 40 min 00 [] 00 ------< DW -----Ref <1Y 40 min 10151015 (a) (b) FIG. 1004.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE B UNITS Lll":€',\se d to John ANSI Oloer X 209599 Downloaded 211f2011 2.07 PM . Sing le user license onlV . COPY ing and nElIW o rk mg prQ;llblled 104 I ICC AI17 .1-2009 1003.12.4 Sink. The sink shall comply with Section 1003.12.4. 0 0 00 [] p------< DW L _____ <1f Ref 60 min 1525 FIG. 1003.12.1.2 U-$HAPED KITCHEN CLEARANCE IN TYPE A UNITS 760 r " E'" ;'J; on <D 00 I I " 36 min. (915) if part ofT-shaped tuming space per Sections 304.3.2 and 1003 .3.2 AG. 1003.12.3 WORK SURFACE IN KITCHEN FOR TYPE A UNITS " 30 min" r " E'" ;'J; on <D 00 1 760 ==". I I " 36 min . (915) if part of T-shaped turning space per Sections 304.3.2 and 1003 .3.2 FIG. 1003.12.' KITCHEN SINK FOR TYPE A UNITS Cha pter 10. Dwelling Units and Sleeping Units 1003.12.4.1 Clear Floor Space. A clear floor space , positioned for a forward approach to the sink, shall be provided . Knee and toe clearance complying with Section 306 shall be provided . I EXCEPTIONS : 1. The requirement for knee and toe clear· ance shall not apply to more than one bowl of a multi-bowl sink. 2. CabinetlY shall be penmitted to be added I under the sink, provided the following cri- teria are met: (a) The cabinetlY can be removed wi thout removal or r eplacement of the sink. (b) The floor finish extends under the cabinetlY, and (c) The walls behind and surround- ing the cabinetlY are finished . 1003.12.4.2 Height. The front of the sink shall be 34 inches (865 mm) ma x imum above the floor, measured to the higher of the rim or counter sur· face. EXCEPTION: A sink and counter that is adjust- able to variable heights 29 inches (735 mm) min imum and 36 inches (915 mm) maximum above the floor, or that can be relocated within that range without cutting the counter or dam - aging adjacent cabinets, walls, doors and struc- tural elements, provided rough -in plumbing permits connections of supply and drain pipes for sinks mounted at the height of 29 inches (735 mm), shall be permitted. 1003.12.4.3 Faucets. Faucets shall comply with Section 309. 1003.12.4.4 Exposed Pipes and Surfaces. Water supply and drain pipes under sin ks shall be insulated or otherwise co nfigured to protect against contac t. There shall be no sharp or abra· sive surfaces under sinks . -1003.12.5 Appliances. Where provided, kitchen appliances shall comply with Section 1003.12 .5. 1003.12.5.1 Operable Parts. All appliance can· trois shall comply with Section 1003.9 . EXCEPTIONS: 1. Appliance doors and door latching devices shall not be required to comply with Section 309.4. 2. Bottom-hinged appliance doors. when in the open position, shall not be required to comply with Section 309.3. 1003.12.5.2 Clear Floor Space. A clear floor space, positioned for a parallel or forward approach, shall be prov ided at each kitchen appli-I ance. 97 LIC enil od to John Fleeman AN SI order X_209599 Do wnload ed 2fl f201 ' 2:07 PM. Singl e user licens e only. CO PYing and prOl'lIDil ed . NOTE: ALL COUNTERTOPS IN TYPE A UNIT TO BE MAX 34" HIGH SEE 1/A7.2 FOR ADDITIONAL DETAILS 1 1/4" - 2" 38 " M I N . A F F 32 " M A X . A F F 1 1/2" GRAB BAR, INSTALLATION NOT REQUIRED AT TYPE B RESIDENTIAL UNITS WHERE REINFORCING HAS BEEN PROVIDED 2x8 BLOCKING, PROVIDE STRUCTURAL SUPPORT TO ACCOMMODATE 250 POUNDS OF FORCE APPLIED IN ANY DIRECTION TYPICAL REINFORCING GRAB BAR REINFORCING DETAIL 30"x48" CLEAR FLOOR SPACE FOR EACH APPLIANCE, TYP 30"x48" CLEAR FLOOR SPACE, FORWARD APPROACH (NOTE: REMOVABLE CABINET PERMITTED) REF N 1 1/16" = 1'-0" Ground Floor Egress 2 1/16" = 1'-0" Second Floor Egress 3 1/16" = 1'-0" Third Floor Egress 4 1/16" = 1'-0" Code Section 6 3/8" = 1'-0" ANSI BATH BLOCKING DETAILS 5 3/8" = 1'-0" ANSI BATH PLAN DETAILS 9 3/8" = 1'-0" REACH RANGES 7 3/8" = 1'-0" ANSI KITCHENS8 3/8" = 1'-0" LAUNDRY SEPARATIONS (RE: ASSEMBLIES G1.0) 2-HR 1-HR 1/2-HR DRAFTSTOP ACCESSIBILTY NOTES OPERABLE PARTS IN TYPE 'A' + 'B' UNITS: LIGHTING CONTROLS, ELECTRICAL PANELBOARDS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, APPLIANCE CONTROLS, OPERATING HARDWARE FOR OPERABLE WINDOWS, PLUMBING FIXTURE CONTROLS AND OTHER USER CONTROLS TO COMPLY WITH REACH RANGE REQUIREMENTS (FOR EXCEPTIONS, SEE ANSI 1003.9 FOR TYPE 'A' + 1004.9 FOR TYPE 'B') Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS GROUND FLOOR CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 1 1 5 5 8 8 7 7 6 6 AA BB DD EE CC 9 9 2 2 3 3 4 4 HH GG FF 10 4 8'-0" 6'-0" 102 8' - 0 " 9' - 0 " 102 8' - 0 " 9' - 0 " 102 8' - 0 " 9' - 0 " 102 8' - 0 " 9' - 0 " 10 2 8'-0" 9'-0" 10 2 8'-0" 9'-0" 10 0 8'-0" 3'-0" 10 2 8'-0" 9'-0" 10 2 8'-0" 9'-0" 104 8' - 0 " 6' - 0 " E 4' - 6 " 5' - 0 " E 4' - 6 " 5' - 0 " F 4'-6" 3'-0" B 5' - 0 " 7' - 0 " C 5' - 0 " 5' - 0 " A 5' - 0 " 2' - 6 " D 4' - 6 " 2' - 6 " G 4' - 6 " 2' - 0 " E1 4'-6" 5'-0" D1 4'-6" 2'-6" <ID> 8' - 0 " 2' - 6 " 101 8' - 0 " 3' - 0 " 10 3 6'-8" 3'-0" 105E 6' - 8 " 3' - 0 " UP 105 6' - 8 " 3' - 0 " 10 5 6'-8" 3'-0" 105 6' - 8 " 3' - 0 " 105 6' - 8 " 3' - 0 " 106 6' - 8 " 3' - 0 " 11 4 6'-8" 3'-0" 11 0 6'-8" 5'-0" 11 4 6'-8" 3'-0" 113 6' - 8 " 3' - 0 " 10 5 6'-8" 3'-0" 115 6' - 8 " 3' - 0 " 107 6' - 8 " 3' - 0 " 113 6' - 8 " 3' - 0 " 115B 6' - 8 " 4' - 0 " 112 6' - 8 " 2' - 0 " 11 3 6'-8" 3'-0" 11 2 6'-8" 2'-0" 115 6' - 8 " 3' - 0 " 108 6' - 8 " 3' - 0 " 106 6' - 8 " 3' - 0 " 105 6' - 8 " 3' - 0 " 11 1 6'-8" 3'-0" 105 6' - 8 " 3' - 0 " 10 9 6'-8" 3'-0" 11 4 6'-8" 3'-0" 10 8 6'-8" 3'-0" 10 9 6'-8" 3'-0" 11 0 6'-8" 5'-0" 11 1 6'-8" 3'-0"113 6' - 8 " 3' - 0 " 10 6 6'-8" 3'-0" F RE DW F RE DW W4S W5 W4 W4G W4G W4G W4G W4G W4 W6 W2 W1 W2 W5 W5 W/DW/D W/D W2*W2* W/D W51 1 8' - 0 " 15 ' - 0 " 9' - 6 " 6' - 9 " 6' - 9 " 18 ' - 0 " 6' - 0 " 12 ' - 0 " 6' - 0 " 4' - 6 " 12 ' - 2 " 6' - 4 " 23 ' - 0 " 11'-5 1/4"11'-1 3/4"12'-10 1/4"22'-1"11'-6"19'-0" 23 ' - 0 " 18 ' - 0 " 9'-0"7'-0"6'-7"6'-5 1/2"6'-5 1/2"3'-9"3'-9"6'-3"6'-3 1/4"6'-8 3/4"5'-9 1/2"4'-5 1/2" 6'-5"8'-3"3'-6 1/2"7'-8 1/2"4'-7"2'-11"2'-0"7'-3"3'-7 1/2"7'-6"3'-8 1/2"3'-7"4'-0"3'-11 1/4" 3' - 0 " 3' - 0 " 24 ' - 6 " 6' - 9 " 24 ' - 9 " 6' - 0 " 6' - 3 " 5' - 9 1 / 4 " 6' - 2 3 / 4 " 6' - 3 " 3' - 4 1 / 2 " 3' - 4 1 / 2 " 6' - 3 " 5' - 1 0 " 6' - 4 " 6' - 4 " 5' - 8 1 / 2 " 8'-0" 2'-0" 3' - 9 " FI N . 1' - 6 " 1' - 6 " FI N . 6'-2"2'-6"6'-3"8'-6 1/2"6'-5 1/2"8'-3"2'-2"3'-4 1/2"5'-4" 22'-5 3/4" 12'-8"2'-5"6'-6"13'-1/2"8'-3 3/4"24'-8 1/2"22'-11 1/4" 5' - 6 " 6' - 7 1 / 2 " 3' - 8 " 4" 6' - 0 " 5' - 6 1 / 4 " 10 ' - 7 1 / 4 " 5' - 6 " 7' - 5 " 11 ' - 1 " 3'-9 1/4" 4' - 0 " 6'-1 1/2"2'-6" 6"3'-3/4" 6" 10" 3 1/2" 1'-1"6" 3'- 1 3 / 4 " 3'-6"5'-6"26'-6"3'-5"4'-1"18'-0"11'-6"19'-0" 2' - 8 " 3' - 9 1 / 2 " 6' - 6 " 4'-8"5'-0" 6'-5 1/2"8'-4 1/2" 19'-0" 4' - 3 / 4 " 7' - 7 " 5' - 8 1 / 2 " 4' - 0 " 4' - 0 " 4' - 2 1 / 2 " 6' - 2 " 3' - 6 3 / 4 " 3' - 1 3 / 4 " 5'-10"5'-1/2"1'-4" 11 ' - 0 " 4'-0" 2'-3" 8' - 1 / 4 " (F I N I S H E D ) 9'-3" (FINISHED) 3'-10 3/4" 3 1/2" 3'-10 3/4" 1' - 0 " 1' - 0 " (9 ) 1 2 " T R E A D S w / 1 " N O S I N G 8' - 3 " 1' - 0 " 2'-0"1'-5 3/4" 2' - 0 " 9' - 0 " 7'-5 3/4" 11'-0"2'-0"8'-0"2'-0" 1' - 6 " 9' - 8 " 1' - 6 " 5' - 9 " 1'-6"6'-8 3/4" MI N . 2 ' (F I N . ) 9' - 9 " 3' - 1 1 " 10 ' - 7 3 / 4 " (F I N . ) 10'-1/4" (FIN.) 1'-0" 2' - 6 1 / 2 " ROOF LINE ABV., TYP. STACKED LAUNDRY, TYP. COORD. DRYER BOX LOCATION/HT. w/ APPLIANCE SPECS & MECH. VENTING, TYP. 2x6 CAVITY LEFT SIDE ONLY SEMI-RECESSED FIRE EXTINGUISH. CAB. UL LISTED FOR 1/2-HR PENETRATION, MAX 4" PROTRUDE, GYP WRAP BEHIND, VFY LOCATION w/ FIRE MARSHALL, (TYP. OF 2) STORAGE PARTITIONS TBD, TYP. STONE PIER RE: ELEVATIONS UNDERSLAB VENT TO VERT. FLUE THROUGH ROOF, TYP. EA. GROUND FLOOR APARTMENT CABINET UNDER LAV. MUST BE REMOVABLE w/ FLOORING & WALLS FINISHED BEHIND 34" HIGH COUNTERTOPS, TYP. (3) 16" SHELVES, TYP. HANDRAIL BOTH SIDES, 12" EXTENSIONS TOP & BOTTOM, TYP. 30" WORK SURFACE CABINET PERMITTED BELOW, BUT MUST BE REMOVABLE w/ FINISHED WALLS & FLOORS CABINET UNDER SINK MUST BE REMOVABLE w/ WALLS & FLOORING FINISHED BEHIND OFFSET POST WRAP RE: DETAIL PATIO PATIO KITCHEN DINING KITCHEN DININGLIVING LIVING BEDROOM 1 BEDROOM 2 BEDROOM CL CL CL CL BATH TYPE A BATH CL TYPE B BATH OPTION A PTRY PTRY CORRIDOR STOR APARTMENT 101 TYPE A 1,080 sq ft APARTMENT 102 TYPE B 771 sq ft STORAGE 230 sq ft STORAGE 115 sq ft GARAGE 102 258 sq ft GARAGE 201 258 sq ft GARAGE 202 255 sq ft GARAGE 203 257 sq ft GARAGE 204 266 sq ft GARAGE 302 266 sq ft GARAGE 301 266 sq ft GARAGE 101 290 sq ft RISER 26 sq ft 4/ A 4 . 1 4/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 1 4/A4.0 4/A4.0 5/A4.0 5/A4.0 1/A4.0 1/A4.0 2/ A 4 . 1 2/ A 4 . 1 5/ A 4 . 1 5/ A 4 . 1 REF N 1 1/4" = 1'-0" Ground Floor Plan 3,120 SF GARAGES 2,300 SF Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS SECOND FLOOR PLAN CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 1 1 5 5 8 8 7 7 6 6 AA BB DD EE CC 9 9 2 2 3 3 4 4 HH GG FF W/D 204 6' - 8 " 5' - 0 " 203D 6' - 8 " 2' - 4 " 20 7 6'-8" 2'-6" 205 6' - 8 " 2' - 8 " 204 6' - 8 " 5' - 0 " DN UP N1 3'-0" 2'-0" 202A 8' - 0 " 6' - 0 " H5'-0" 7'-6" D4'-6" 2'-6" E1 4' - 6 " 5' - 0 " G1 4' - 6 " 2' - 0 " 20 2 8'-0" 3'-0" D2 4' - 6 " 2' - 6 " E2 4' - 6 " 5' - 0 " I 5' - 0 " 2' - 6 " 202 7' - 0 " 3' - 0 " B1 5'-0" 7'-0" I 5'-0" 2'-6" E1 4'-6" 5'-0" I1 5'-0" 2'-6" 20 2 A 8'-0" 6'-0" E1 4' - 6 " 5' - 0 " E1 4' - 6 " 5' - 0 " N1 3'-0" 2'-0" B 5' - 0 " 7' - 0 " G4'-6" 2'-0" I1 5'-0" 2'-6" I1 5'-0" 2'-6" 20 1 6'-8" 3'-0" 207 6' - 8 " 2' - 6 " 209C 6' - 8 " 2' - 6 " 20 1 6'-8" 3'-0" 20 7 6'-8" 2'-6" 20 8 6'-8" 2'-8" 20 9 C 6'-8" 2'-6" 204 6' - 8 " 5' - 0 " 201 6' - 8 " 3' - 0 " 205 6' - 8 " 2' - 8 " 203C 6' - 8 " 2' - 8 " 206A 6' - 8 " 1' - 6 " 201 6' - 8 " 3' - 0 " E 4' - 6 " 5' - 0 " E 4' - 6 " 5' - 0 " D 4' - 6 " 2' - 6 " N2 2' - 6 " 2' - 6 " 209D 6' - 8 " 4' - 0 " 205 6' - 8 " 2' - 8 " 208 6'- 8 " 2'- 8 " 20 8 6'-8" 2'-8" 20 7 6'-8" 2'-6" 20 6 A 6'-8" 1'-6" 204 6' - 8 " 5' - 0 " 20 5 6'-8" 2'-8" 20 9 B 6'-8" 4'-8" 207 6' - 8 " 2' - 6 " 200 6' - 8 " 3' - 0 " 203B 6' - 8 " 5' - 0 " 209 6' - 8 " 6' - 0 " 209C 6' - 8 " 2' - 6 " 20 8 6'-8" 2'-8" 208 6'- 8 " 2'- 8 " 203 6' - 8 " 4' - 0 " 206 6' - 8 " 2' - 0 " 20 6 B 6'-8" 3'-0" 207 6' - 8 " 2' - 6 " 20 8 6'-8" 2'-8" 208 6' - 8 " 2' - 8 " 207 6' - 8 " 2' - 6 " 20 8 6'-8" 2'-8" 20 9 B 6'-8" 4'-8" 20 7 6'-8" 2'-6" 3'-0" x 6'-8" F DW F RE DW F RE DW F RE DW W6 W6 W6 W4S W/DW/D W/DW/D W/DW/D RE 1 1 1 1' - 4 " 5' - 0 " 4'-10 1/4"8'-7 1/4"5'-3 3/4" 4'-10" 1' - 1 " 8' - 9 1 / 2 " 12'-6" 3' - 9 1 / 4 " 3' - 9 " 3' - 1 0 1 / 2 " 5' - 8 " 3' - 6 1 / 2 " 2' - 9 " 5' - 0 " 4' - 0 " 3'-0"6 1/2"9 1/4" 3' - 3 " 3' - 1 0 1 / 4 " 2' - 4 3 / 4 " 8' - 8 " 6' - 2 1 / 2 " 5' - 1 1 / 2 " 5'-3/4" 2' - 2 " 3'-10 3/4" 3 1/2" 3'-10 3/4" 4' - 1 / 2 " 9' - 9 " 3' - 1 1 " 3'-6" 5'-0"4'-10 1/4" 5'-1"2'-9 1/2" 3'-3 1/4"5'-5" 2'-8" 12'-5 1/4" (FINISHED) 8' - 1 1 1 / 4 " (F I N I S H E D ) 5'-0" 9'-1 1/2"1'-8" 1' - 0 " >2' 13 ' - 7 " (F I N ) 6'-3" (FIN.) 2' - 6 " 5'-5 1/2"6'-6"6" 135.0° 135.0° 2/A4.0 ROOF DRAIN DRAIN LINE TO SCUPPER CONDUCTOR HEAD & DOWNSPOUT, DRAIN BELOW SLAB TO DAYLIGHT 2% TAPERED INSULATION TO DRAIN BELOW DECKING, RE: 2/A4.0 2% 2% LINE OF EDGE OF WALL BELOW EPDM ROOF BELOW DECKING, SLOPE TO EXTERIOR OF WALL DECKING ON JOISTS/SLEEPERS RE: DETAIL SECTION 2/A4.0 GAS F.P. VFY FRAMING/VENTING w/ MFR. SPEC, TYP. ADD. LAYER GYP OVER TUB, EXTEND TO WALL (3) 16" SHELVES, TYP. AT PANTRIES LOW WALL 36" ABV. DECK F.P. DIRECT VENT, TYP. STAIRS DINING LIVING KITCHEN KITCHENLIVING BEDROOM BEDROOM 1 BEDROOM 2 BEDROOM 2 BEDROOM 1 DINING KITCHEN LIVING DECK CL CL CL CL BATH BATH BATH BATH BATH CL KITCHEN DINING BEDROOM 2 BEDROOM 1 CL BATH BATH LIVING DECK DECK DECK PTRY PTRY PT R Y CL PTRY F.P. F.P. APARTMENT 201 1,035 sq ft APARTMENT 204 933 sq ft APARTMENT 202 984 sq ft APARTMENT 203 671 sq ft 4/ A 4 . 1 4/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 1 4/A4.0 4/A4.0 5/A4.0 5/A4.0 1/A4.0 1/A4.0 2/ A 4 . 1 2/ A 4 . 1 5/ A 4 . 1 5/ A 4 . 1 19'-0"11'-6"18'-0"4'-1"3'-5"26'-6"5'-6"3'-6" 8' - 0 " 24 ' - 6 " 6' - 9 " 6' - 9 " 18 ' - 0 " 6' - 0 " 6'-6"32'-5"12'-0"10'-1"20'-0"2'-6" 5'-8"5'-1"5'-0"7'-2"4'-7"2'-11"2'-0"4'-0"2'-5 1/2"5'-6 1/2"4'-1"6'-0"4'-0"4'-6"6'-5 1/2"5'-1/2" 16 ' - 0 " 10 ' - 1 0 " 21 ' - 0 " 12 ' - 2 " 6' - 0 " 2' - 3 " 6' - 2 1 / 2 " 7' - 6 1 / 2 " 9' - 1 1 / 2 " 1' - 8 1 / 2 " 4' - 0 " 4' - 1 1 " 5' - 5 " 6' - 8 " 10 ' - 2 " 2' - 0 " 5' - 8 1 / 2 " 3 3 / 4 " 5'-9"7'-8"29'-7"25'-6"11'-7 3/4"9 3/4" 4'-0"10'-6"7'-4"4'-6 3/4"3'-2 1/4" 2' - 3 " 5' - 9 " 11 ' - 0 " 23 ' - 0 " 18 ' - 0 " 5' - 0 " 6' - 0 " 6' - 2 " 4' - 1 1 " 2' - 5 " 4' - 6 1 / 2 " 4' - 1 1 1 / 2 " 3' - 4 " 6' - 8 " 8' - 0 " 2'-4"2'-5"3'-5 1/2"3'-7"5'-3 1/2"8'-2" 11 ' - 7 " 3' - 5 1 / 2 " 5' - 8 1 / 2 " 3' - 5 " 9' - 6 " 7'-0"5'-6 1/2"4'-0"6'-8"10'-4" 4' - 4 " 1' - 6 " 4' - 6 " 15'-0"5'-0" 8' - 1 0 1 / 4 " 3'-8 1/4" 1'-3 3/4"3'-1/2"4'-9 1/2" 5' - 1 1 3 / 4 " 3' - 3 3 / 4 " 4' - 9 " 4' - 3 1 / 2 " 11 ' - 2 " 3' - 3 " 2'-9" 5' - 1 1 / 4 " 7 1 / 4 " 5' - 7 " 4' - 6 " 7'-7" 6'-6"4'-7 1/2"2'-5"5'-5 1/2"6'-6" EXT. WALLS BELOW, TYP. ROOF LINE ABV., TYP. ADD. LAYER GYP OVER TUB, EXTEND TO WALL 2x6 CAVITY LEFT SIDE ONLY REF N 1 1/4" = 1'-0" Second Floor Plan 4,240 SF Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.2 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS THIRD FLOOR PLAN CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 1 1 5 5 8 8 7 7 6 6 AA BB DD EE CC 9 9 2 2 3 3 4 4 HH GG FF DW DN F RE W/D F RE DW W4 W4S W/D W/D K 4' - 6 " 7' - 6 " E1 4' - 6 " 5' - 0 " P3'-0" 3'-0" L 3'-6" 2'-6" 30 2 7'-0" 3'-0" B2 5' - 0 " 7' - 0 " M 5' - 0 " 3' - 0 " M 5' - 0 " 3' - 0 " M 5' - 0 " 3' - 0 " O 5' - 0 " 9' - 0 " 30 2 B 8'-0" 6'-0" 30 1 6'-8" 3'-0" 301 6' - 8 " 3' - 0 " N1 3'-0" 2'-0" M1 5'-0" 3'-0" N1 3'-0" 2'-0" 309 6' - 8 " 2' - 8 " 307 6' - 8 " 2' - 6 " 30 9 6'-8" 2'-8" 30 9 6'-8" 2'-8" 304 6' - 8 " 6' - 0 " 308 6' - 8 " 2' - 8 " 30 9 A 6'-8" 2'-6" 30 9 A 6'-8" 2'-6" 30 5 6'-8" 2'-8" 303 6' - 8 " 3' - 0 " 30 5 6'-8" 2'-8" 30 7 6'-8" 2'-6" 308 6' - 8 " 2' - 8 " M1 5' - 0 " 3' - 0 " N 3' - 0 " 2' - 0 " K 4' - 6 " 7' - 6 " E1 4' - 6 " 5' - 0 " 304B 6' - 8 " 5' - 0 " 30 6 6'-8" 2'-0" 308 6' - 8 " 2' - 8 " 308 6' - 8 " 2' - 8 " 306 6' - 8 " 2' - 0 " 30 3 6'-8" 3'-0" 308 6' - 8 " 2' - 8 " 309B 6' - 8 " 5' - 0 " 30 7 6'-8" 2'-6" 30 9 B 6'-8" 5'-0" 30 7 6'-8" 2'-6" 307 6' - 8 " 2' - 6 " 30 8 6'-8" 2'-8" 2'-5" 5'-5"1'-0"1'-10"4'-10 3/4"4'-4 1/2"2'-6"3'-7 1/2"5'-6" 2' - 6 " 4' - 0 " 2'-10"8'-9 1/2" 4' - 1 " 4'-2 1/2"3'-0"5'-10 1/2"11'-0" 14 ' - 7 3 / 4 " 4' - 3 " 4' - 7 " 1' - 2 " 7'-1 1/2"3'-9"4'-4"8'-10 3/4"4'-3 1/2"11'-8" 4' - 6 3 / 4 " 1' - 7 3 / 4 " 4' - 6 " 3' - 4 1 / 2 " 2' - 4 3 / 4 " 10 ' - 1 1 " 8' - 6 1 / 2 " 2' - 5 1 / 2 " 1' - 1 1 " 1' - 9 3 / 4 " 2'- 6 3 / 4 " 2'-2" 8'-4" 3'-10 3/4"3 1/2"3'-10 3/4" 4' - 1 / 2 " 4' - 6 " 5' - 3 " 3' - 1 1 " 1' - 0 " (9 ) 1 2 " T R E A D S w / 1 " N O S I N G 8' - 3 " 4' - 3 " 8'-4 3/4" (FIN.) 10 ' - 1 / 4 " (F I N . ) 6/A4.06/A4.0 GAS F.P. VFY FRAMING/VENTING w/ MFR. SPEC, TYP. (VENT THROUGH ROOF) PREFAB RAILING 36" HIGH, ALL GAPS <4", TYP. DECK BELOW SHELVES ROOF DRAIN DRAIN LINE TO SCUPPER CONDUCTOR HEAD & DOWNSPOUT, DRAIN BELOW SLAB TO DAYLIGHT 2% 2% DECK BELOW KITCHEN LIVING BEDROOM 3BEDROOM 2 CL BATH BATH LIVING CL DINING BEDROOM 1 BEDROOM 2 BEDROOM 3 CL CL BATH BATH DINING CL CL F.P. F.P. BEDROOM 1 PTRY PT R Y APARTMENT 302 1,223 sq ft APARTMENT 301 1,244 sq ft 4/ A 4 . 1 4/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 1 4/A4.0 4/A4.0 5/A4.0 5/A4.0 1/A4.0 1/A4.0 2/ A 4 . 1 2/ A 4 . 1 5/ A 4 . 1 5/ A 4 . 1 ADD. LAYER GYP OVER TUB, EXTEND TO WALL 8' - 0 " 24 ' - 6 " 6' - 9 " 6' - 9 " 18 ' - 0 " 6' - 0 " 19'-0"11'-6"18'-0"4'-1"3'-5"26'-6"5'-6"3'-6" 6'-1"6'-0"4'-7 3/4"2'-5"4'-5"6'-6"8'-1"11'-2"4'-5 3/4"7'-3/4"5'-10"2'-10 1/2" 6'-1"23'-11 1/2"8'-1"31'-5"9'-6 1/2" 3' - 0 " 11 ' - 1 " 18 ' - 1 0 " 11 ' - 1 " 5' - 0 " 1'-4"7'-8"13'-1"16'-6"10'-6"28'-6" 2' - 8 " 15 ' - 1 1 " 8' - 5 1 / 2 " 2'-0" 5' - 0 " 6'-6"6'-7"4'-6 1/2"3'-9"3'-9"4'-5 1/2" 2'-7"4'-5 1/4"4'-5 3/4"2'-1"7'-4 1/2"7'-6 1/2" 10 ' - 0 " 16 ' - 8 1 / 2 " 10 ' - 1 / 2 " 3' - 1 / 2 " 6' - 1 1 1 / 2 " 2' - 6 " 2' - 6 3 / 4 " 2' - 1 1 1 / 4 " 3' - 8 1 / 2 " 5' - 0 " 5' - 0 " 4' - 6 " 6 1 / 4 " 2'-0" 4' - 6 " 6' - 7 " 4' - 0 " 5' - 5 " 2' - 5 1 / 2 " 6' - 1 1 1 / 2 " 11 ' - 1 " 4'-5" 7'-4"5'-3"10'-5 1/2" 15 ' - 6 1 / 2 " 10 ' - 5 " 10 ' - 5 " 11 ' - 8 1 / 2 " EXT. WALLS BELOW, TYP. ROOF LINE ABV., TYP. ADD. LAYER GYP OVER TUB, FLUSH CLOSET WALL TO PLANE COMPOSITE DECKING REF N1 1/4" = 1'-0" Third Floor Plan 2,690 SF Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.3 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS ROOF PLAN CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 1 1 5 5 8 8 7 7 6 6 AA BB DD EE CC 9 9 2 2 3 3 4 4 HH GG FF DECK BELOW DECK BELOW DROPPED BEAMS AT DECKS, TYP. RE: STRUCTURE DECK BELOW DECK BELOW ASPHALT ROOFING FIRE RATING (UL790) - CLASS A WIND SPEED CLASS - 130mph (Vasd) ASTM D7158 - CLASS H ASTM D3161 - CLASS F SEAMLESS GUTTERS AT ALL DRIP EDGES TO DOWNSPOUTS, DRAINAGE DIRECTED AWAY FROM BUILDING, TYP. ROOF 2 VENTING: RIDGE VENT, TYP. Attic/roof cavity area is +/- 1,845 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (6.2SF) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 6.2SF x 50% =3.1 SF (446sq in) min. ventilation req'd in ridge vents. Provide Min. 37lf Ridge Vent w/ min. 12sq. in./lf SOFFIT VENT: 6.2SF x 50% = 3.1 SF (446sq in) min. ventilation req'd in soffit vents. Provide Min. 25lf Soffit Vent w/ min. 18sq. in./lf Maintain 40-50% of venting via ridge vent with changes to lin. ft or vent sizes per calculations. Provide 1" air gaps at roofline blocking. ROOF 3 VENTING: RIDGE VENT, TYP. Attic/roof cavity area is +/- 550 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (1.8SF) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 1.8SF x 50% =0.9 SF (130sq in) min. ventilation req'd in ridge vents. Provide Min. 11lf Ridge Vent w/ min. 12sq. in./lf SOFFIT VENT: 1.8SF x 50% = 0.9 SF (130sq in) min. ventilation req'd in soffit vents. Provide Min. 7lf Soffit Vent w/ min. 18sq. in./lf Maintain 40-50% of venting via ridge vent with changes to lin. ft or vent sizes per calculations. Provide 1" air gaps at roofline blocking. ROOF 1 ROOF 2 ROOF 1 VENTING: RIDGE VENT, TYP. Attic/roof cavity area is +/- 1,320 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (4.4SF) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 4.4SF x 50% =3.45 SF (497sq in) min. ventilation req'd in ridge vents. Provide Min. 42lf Ridge Vent w/ min. 12sq. in./lf SOFFIT VENT: 6.9SF x 50% = 3.45 SF (497sq in) min. ventilation req'd in soffit vents. Provide Min. 28lf Soffit Vent w/ min. 18sq. in./lf Maintain 40-50% of venting via ridge vent with changes to lin. ft or vent sizes per calculations. Provide 1" air gaps at roofline blocking. ROOF 4 PROVIDE KICKOUT FLASHING AT ALL ROOF/WALL INTERSECTIONS NOTE: IBC 1507.2.8.1- HIGH WIND > 120 mph THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305 mm) BETWEEN SIDE LAPS WITH A 6-INCH (152 mm) SPACING AT THE SIDE LAPS. UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 1507.2.8 EXCEPT ALL LAPS SHALL BE MINIMUM OF 4 INCHES (102 mm). UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A HEAD DIAMETER OF NOT LESS THAN 1 INCH (25mm) WITH A THICKNESS OF AT LEAST 32-GAGE (0.34 mm) SHEET METAL. THE CAP NAIL SHANK SHALL BE MINIMUM OF 12 GAGE (2.67 mm) WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM OD 3/4 INCH (19.1 mm) INTO THE ROOF SHEATHING. 4/ A 4 . 1 4/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 1/ A 4 . 1 1/ A 4 . 1 4/A4.0 4/A4.0 5/A4.0 5/A4.0 1/A4.0 1/A4.0 2/ A 4 . 1 2/ A 4 . 1 5/ A 4 . 1 5/ A 4 . 1 4/ 1 2 RIDGE VENT, TYP. LINE OF DRAFT STOP OVER WALLS RUN TO UNDERSIDE OF ROOF SHEATHING TRUSS LAYOUT IN LINE w/ CORRIDOR/ DEMISING WALLS BELOW PROVIDE DRAFT STOP - MIN. 1/2" GYP OR 3/8" OSB VENTS THROUGH ROOF, RE: MECH. SOFFIT VENT IN RAKE SOFFIT EAVES, TYP. AIRFLOW THROUGH CONNECTED ATTIC SPACE, TYP. 3/ 1 2 3/12 3/12 3/ 1 2 4/12 8/12 4/12 8/12 4/12 8/12 8/12 3/ 1 2 3/12 3/ 1 2 3/12 3/12 3/ 1 2 8/128/12 10 / 1 2 4/ 1 2 8/128/12 4/ 1 2 10 / 1 2 8/12 4/12 8/12 4/12 8/128/12 3/ 1 2 3/ 1 2 10 / 1 2 3/12 LINES OF EXT. BEARING WALLS, TYP. 10 / 1 2 4/ 1 2 10 / 1 2 4/ 1 2 ROOF 1 ROOF 3 REF N 1 1/4" = 1'-0" Roof Plan Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS ELEVATIONS CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 124 GH E D C B AF 1210 12 4 123 12 4 12 8 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" 36 ' - 0 " B L D G . H T . (M A X 3 8 ' - 0 " A L L O W E D ) 4' - 0 " 8' - 0 " +/ - 7 ' - 0 " +/ - 8 ' - 0 " SIGN "FIRE SPRINKLER CONTROL" KNOX BOX LIGHT 5/4x10 TRIM BAND TIMBER DECK BRACE/BEAM RE: STRUCT. HOSE BIBB RE: PLUMBING GUTTER @ ALL DRIP EDGES, TYP. FIELD VFY DOWNSPOUT LOCATIONS w/ GRADING, BELOW SLAB DRAIN TO DAYLIGHT AS NEEDED KNOX BOX FIRE SPRINKLER CONTROL Ridge 139'-8" Avg. Fin. Grade +/- 99'-4" Avg. Roof Ht. 135'-4" T.O. Wall 130'-11 7/8" 1576 128 4 3 298 12 8 12 3 12 3 123 Ridge 139'-8" 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" MIN . 3 ' MI N . 3 ' +/ - 7 ' - 0 " +/ - 8 ' - 0 " 3' - 6 " MIN. 3' FIBER CEMENT B&B SIDING NOMINAL 2x4 FIBER CEMENT WINDOW & CORNERBOARD TRIM (HARDIE ARTISAN OR EQ) TYPICAL STONE WRAP COLUMN w/ STONE CAP, TYP. FIBER CEMENT SHINGLE SIDING FIBER CEMENT 4" LAP SIDING FIBER CEMENT TRIM BANDS, TYP. FIBER CEMENT 4" LAP SIDING COMBINED EXHAUST GRILLE, XVENT OR EQ., TYP. CONCENTRIC FURNACE FLUE, TYP. GAS F.P. DIRECT VENT, TYP. MIN. 3' CLEARANCE EXAUSTS TO OPENINGS, TYP. GAS METERS BANK RIDGE VENT, TYP. TIMBER DECK BEAM/BRACE RE: STRUCTURE HOSE BIBB RE: PLUMBING 6 751 128 123 128 12 3 Ridge + 139'-8" 2 3 4 8 9 128 128 124 Ridge + 121'-1/2" 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" +/ - 8 ' - 0 " +/ - 8 ' - 0 " +/ - 4 ' - 0 " APPROX. EXIST. GRADE (PRIVATE) PREFAB METAL DECK RAILINGS 36' HIGH <4" BTWN VERTS, TYP. FIBER CEMENT HORIZ. SIDING BOARD AND BATTEN 5/4x10 TRIM BAND DARK SKY LIGHT FIXTURES, TYP RE: ELEC. FIBER CEMENT SHINGLE SIDING SCUPPER FROM DECK DRAIN, D.S. CONDUCTOR HEAD TO BELOW SLAB DRAIN, RUN TO DAYLIGHT, RE: CIVIL SCUPPER FROM DECK DRAIN, D.S. CONDUCTOR HEAD DOWNSPOUTS TO BELOW SLAB DRAIN AT SOUTH & EAST LINES, TYP. RUN TO DAYLIGHT, RE: CIVIL GUTTERS TO DOWNSPOUT, TYP. AT ALL DRIP EDGES FIRE STROBE F.D.C. & OVERFLOWKNOX BOX STONE WATER TABLE LINE UP w/ T.O. O.H. DOOR TRIM, TYP. COMBI. EXHAUST VENT 1210 A B C D E HG 12 3 12 4 124 12 4 F 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" +/ - 8 ' - 0 " +/ - 8 ' - 0 " +/ - 8 ' - 0 " MIN . 3 ' MIN . 3 ' 3' - 6 " CONCENTRIC FURNACE FLUE, TYP. COMBINED EXHAUST GRILLE ELECT./COMM. EQUIP. RE: ELECTRIC STEP STONE AT ELEC. EQUIP. HOSE BIBB RE: PLUMBINGDOWNSPOUTS TO GRADE WHERE POSITIVE DRAINAGE ALLOWS, PROVIDE EXTENSIONS/ SPLASH BLOCKS, TYP. EXHAUST GRILLE FIBER CEMENT FLAT PANEL BEHIND EQUIP. Ridge 139'-8" FLEXIBLE FLASHING 2x SUB FASCIA ROOF UNDERLAYMENT SHINGLE ROOF STRIP SOFFIT VENT SEALANT FIBER CEMENT FASCIA GUTTER FIBER CEMENT RAKE SOFFIT FIBER CEMENT SIDING 2 1/8" = 1'-0" East Elevation 1 1/8" = 1'-0" North Elevation 3 1/8" = 1'-0" South Elevation4 1/8" = 1'-0" West Elevation 5 1" = 1'-0" Typical Eave Soffit TRIM FASCIA: 5/4x8" by ALLURA OR EQUAL (1" min thk) TRIM BAND: 5/4x10" by ALLURA OR EQUAL (1" min thk) WINDOW TRIM, TYP: HARDIE (3 1/2"x1 1/2") CORNERBOARDS @ LAP + SHINGLE HARDIE (3 1/2"x1 1/2") CORNERBOARDS @ BOARD + BATTEN 2 1/2" RUSTIC GRAIN BATTEN BOARDS SIDING 7" LAP: ARTISAN BY JAMES HARDIE 7" EXPOSURE (8 1/4"width) WOOD GRAIN TEXTURE MITER CORNERS 4" LAP: HARDIEPLANK CEDARMILL 4" EXPOSURE (5 1/4" width) WOOD GRAIN TEXTURE CORNERBOARD CORNERS BOARD + BATTEN: HARDIE PANEL CEDARMILL w/ 2 1/2" RUSTIC GRAIN BATTEN BOARDS @ 12"o.c. SHINGLE: HARDIESHINGLE STRAIGHT EDGE PANEL 7" EXPOSURE NOTES: MAINTAIN REQUIRED CLEARANCES OF SIDING TO GRADE. 2" MIN. TO CONCRETE, 6" MIN. TO EARTH, UNLESS OTHERWISE REQUIRED BY MANUFACTURER ALL SIDING MATERIALS TURN OUTSIDE CORNERS (ALL MATERIAL TRANSITIONS AT INTERIOR CORNERS, TYP.) VERIFY CLEARANCES FROM ALL EXHAUSTS/ VENTS FROM OPENINGS WITH MANUFACTURER Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS SECTIONS CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 57689 4 3 2 T.O. Beam 121'-1/2" 12 8 12 8 12 4 H2 H2 H1 12 3 T.O. Wall 130'-11 7/8" T.O. Beam/Wall 120'-1/2" 2/A4.02/A4.0 3/A4.03/A4.0 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" 3' - 0 " 2' - 1 0 1 / 2 " 1' - 8 " 2-HR SEPARATION EXTEND TO UNDERSIDE OF FLOOR SHEATHING, TYP. DROPPED SOFFIT FOR MECH., TYP. SCISSOR TRUSS OVER LIVING GARAGE GARAGE GARAGE GARAGE GARAGEENTRY DECK BDRM 1 HALL KITCHEN DINING LIVING DECK LIVING H4 H5H5 H5 H5 H3 12 4 12 3 12 3 3/A4.0 3/A4.0 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" 4'-0"2'-0" TYP. PERIMETER DRAIN, TYP. PERFORATED PERIMETER DRAIN IN GRAVEL BED, TYP. DROPPED SOFFITS, RE: RCP DETAIL DRAFT STOP RE: ROOF PLAN GARAGE KITCHEN STAIR WELL KITCHEN BATHBATHENTRY HALL BDRM BATH KITCHENCLOSET BATH BDRM DINING HALL KITCHEN CLOSET MECH.W/D CL 157689432 H5 H5 H5 H2H1W7 H2H2 H5 H5 PERFORATED PERIMETER DRAIN INSIDE APARTMENTS 86751 9 128 T.O. Beam 109'-1 1/8" 2 3 4 H1 12 3 12 3 T.O. Wall 130'-11 7/8" T.O. Wall 120'-1/2" T.O. Wall 109'-1 1/8" 3/A4.0 3/A4.0 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" DROPPED SOFFITS, RE: RCP DETAIL OSB, THERMO-PLY OR EQ. ATTIC SIDE WALLS TO ENCAPSULATE INSULATION, TYP. U.O.N. LIVING BDRM BDRM GARAGE BDRM 1DININGBDRM 2BDRM 1LIVING BDRM 3BDRM 2 BDRM 3BDRM 2 H5 H5 H5 H5 H5 12 8 12 8 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" 2' - 6 1 / 2 " BDRM 1 CL ATTIC 7 H5 H5 12 4 ROOF DECK OVER INTERIOR - DECK OVER EXT.ROOF DECK OVER INTERIOR - TRUSS ROOF H3H2H3H2H5 COMPOSITE DECKING P.T. 2x SLEEPERS @ 16" O.C. (STACKED OVER JOISTS) GUTTER TIE TO ROOF GUTTER DRIP EDGE DECK FRAMING MIN. 3" CLOSED CELL SPRAY FOAM TO UNDERSIDE SHEATHING EPDM ROOFING RUN CONT. TO UNDER SILL 1-HR RATED CEILING FIBER CEMENT SOFFIT & FASCIA PREFAB METAL RAILING TO MIN. 36" A.F.F., ALL GAPS <4" LEDGER RE: STRUCT. CONT. EPDM FLASH TO UNDER DOOR SILL INFILL TO FLUSH w/ CEILING COMPOSITE DECKING P.T. 2x SLEEPERS @ 16" O.C. (STACKED OVER JOISTS) TAPERED INSULATION TO DRAIN EPDM ROOFING WALL MIN. 36' A.F.F., w/ COMPOSITE CAP LEDGER RE: STRUCT. CONT. EPDM FLASH TO UNDER DOOR SILL DRAIN RUN THROUGH ROOF CAVITY, SCUPPER OUT WALL TO D.S. CONDUCTOR HEAD DECK JOIST PER STRUCT. FLASHING RUN EPDM UP WALL MIN. 12", METAL FLASHING OVER TOP UNIT SEPARATION WALL RE: ASSEMBLIES RATED FLOOR/CEILING RE: ASSEMBLIES RATED FLOOR/CEILING RE: ASSEMBLIES RATED WALL RE: ASSEMBLY STAIR SIDE FIRE BARRIER (CONTINUE ASSEMBLY TO UNDERSIDE OF SHEATHING) FIRE PARTITION (DRAFT STOP BETWEEN FLOORS)STEEL BEAM SEPARATION IN FLOOR ASSEMBLY CONTINUOUS RATED ASSEMBLY THROUGH FLOORS (GYP BEHIND HANGERS) RATED FLOOR ASSEMBLY RATED SIMPSON HANGERS AT FLOOR TRUSS/JOISTS RE: STRUCT. FIRE BLOCKING AT CEILING ELEVATIONS, TYP. DOUBLE TOP PLATE AT FLOOR SHEATHING STAIR LANDINGS NOT RATED WALL GYP CONT. THROUGH FRAMING FRICTION FIT FIBERGLASS BATT INSULATION BETWEEN RIMS FULL HEIGHT OF CAVITY FLOOR TRUSS HANGER RE: STRUCT. ENCASE BEAM w/ 2x BLOCKING BETWEEN TRUSSES AND CONT. PLATES TOP/BOTTOM OF BEAM 1 1/8" = 1'-0" South Longitudinal Section 4 1/8" = 1'-0" Middle Longitudinal Section 5 1/8" = 1'-0" North Longitudinal Section6 1/8" = 1'-0" Bedroom 1 Section 2 1/2" = 1'-0" Deck Detail Section 3 1" = 1'-0" Fire Wall Continuation Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS SECTIONS CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 D C B 124 1210 EF H2H3 T.O. Wall 130'-11 7/8" T.O. Wall 109'-1 1/8" 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" 2' - 5 3 / 8 " PRIVATE DECK BDRM CLOSET KITCHEN BDRM 2 BATHCL LIVING LIVINGBDRM 2PRIVATE DECK H5 H5 H2 T.O. Beam 121'-1/2" T.O. Beam 130'-11 7/8" T.O. Wall 120'-1/2" 1/2" - 1" MI N . 3 0 " RE : E L E V A T I O N RE: PLAN ALTERNATE POSTS LOCATION AT GRIDLINE 7 STONE WRAPPED COL. PLAN PIER DEPTH/ WIDTH MIN. AND REINFORCE PER STRUCT. 1/2" EXPANSION JOINT MIN. 2" THICK SANDSTONE CAP P.T. PLYWOOD WALL/COLUMN RE: STRUCT. P.T. 2x FRAMING WATER BARRIER T.O. PIER FLUSH TO T.O. SLAB STONE VENEER ON MORTAR/LATH SEALANT POST BASE RE: STRUCT. E B A 124 GH F 12 4 1210 H2 H2H1 3/A4.0 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" GARAGE BATH LIVINGSTORAGECORR. BDRM 2 HALL CORR.BATH BDRM 2 LIVINGCLUTIL. BDRM 2UTIL.CL ENTRY D C H5 H5 H5 H5 B F G H1 H2 H2 T.O. Wall 109'-1 1/8" T.O. Wall/Beam 120'-1/2" T.O. Wall 130'-11 7/8" 12 3 12 3 12 3 1210 3/A4.0 2/A4.0 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" GARAGEGARAGE GARAGE GARAGE PRIVATE DECKKITCHENDININGBDRMBDRM 1 KITCHEN LIVING C D E H5 H5 H5 H5 124 A B C D E HGF H2 H1H2 12 10 12 4 12 3 T.O. Wall 130'-11 7/8" T.O. Wall 120'-1/2" T.O. Wall 109'-1 1/8" 3/A4.0 3/A4.0 1 Ground Floor 100'-0" 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" 4'-3" (9) 12" TREADS w/ 1" NOSING 8'-3", TYP.1'-0" (1 0 ) R I S E R S @ 6 9 / 1 6 " 5' - 5 3 / 4 " TY P . O F 4 STAIR WELL GARAGE BDRM KITCHENHALL LIVING BDRM H5 H5 H5 H5 H5 BOTTOM RUN HANDRAIL EXTENSION IN PLANE OF STAIR RUN EXTENDED HORIZONTALLY PAST LAST TREAD MIN. 12" (RETURN TO FLOOR OR WALL) INSIDE HANDRAIL CONTINUOUS WRAP INTERIOR WALL TOP LANDING HANDRAILS TO EXTEND HORIZ. MIN.12" PAST LAST TREAD HANDRAILS 36" ABOVE NOSING EA. SIDE OF STAIR RUNS MIN. 42" WALL w/ WOOD CAP PROV. STUDPACK THROUGH FLOOR AT UNSUPPORTED END, BLOCK IN FLOOR FIRE BARRIER WALL AT STAIR, CONTINUOUS RATING TO RATED CEILING FIRE BLOCK AT FLOORS/CEILINGS, TYP SIMPSON FIRE RATED HANGER AT STAIR CORRIDOR WALLS, TYP. A B C D E F G H H2 H2 H1 H5 12 3 12 4 12 3 12 4 3/A4.0 2 Second Floor 110'-11 3/8" 3 Third Floor 121'-10 3/4" GARAGEMECH.W/DKITCHENLIVING ENTRY LIVING DININGKITCHENBDRM 2 LIVING DINING ENTRY HALL H5 H5 2 1/8" = 1'-0" West Cross Section6 1/2" = 1'-0" Stone Column Wrap 3 1/8" = 1'-0" Middle Cross Section4 1/8" = 1'-0" East Cross Section 1 1/8" = 1'-0" Stair Section 5 1/8" = 1'-0" Roof Cross Section Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A5.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS DOORS & WINDOWS CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 DOOR SCHEDULE ID 100 101 102 103 104 105 105E 106 107 108 109 110 111 112 113 114 115 115B 200 201 202 202 202A 203 203B 203C 203D 204 205 206 206A 206B 207 208 209 209B 209C 209D 301 302 302B 303 304 304B 305 306 307 308 309 309A 309B Qty. Ea. Bldg. 1 1 8 1 2 7 1 3 1 2 2 2 2 2 4 3 2 1 1 4 1 1 2 1 1 1 1 4 4 1 2 1 8 8 1 2 3 1 2 1 1 2 1 1 2 2 5 6 3 2 2 Leaf Dimensions 3'-0"×8'-0" 3'-0"×8'-0" 9'-0"×8'-0" 3'-0"×6'-8" 6'-0"×8'-0" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 5'-0"×6'-8" 3'-0"×6'-8" 2'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 4'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×8'-0" 3'-0"×7'-0" 6'-0"×8'-0" 4'-0"×6'-8" 5'-0"×6'-8" 2'-8"×6'-8" 2'-4"×6'-8" 5'-0"×6'-8" 2'-8"×6'-8" 2'-0"×6'-8" 1'-6"×6'-8" 3'-0"×6'-8" 2'-6"×6'-8" 2'-8"×6'-8" 6'-0"×6'-8" 4'-8"×6'-8" 2'-6"×6'-8" 4'-0"×6'-8" 3'-0"×6'-8" 3'-0"×7'-0" 6'-0"×8'-0" 3'-0"×6'-8" 6'-0"×6'-8" 5'-0"×6'-8" 2'-8"×6'-8" 2'-0"×6'-8" 2'-6"×6'-8" 2'-8"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 5'-0"×6'-8" Frame Width 6 7/8" 6 7/8" N/A 6 7/8" 6 7/8" 6 7/8" 6 7/8" 4 7/8" 6 7/8" 6 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 6 7/8" 6 7/8" 6 7/8" 6 7/8" 6 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 6 7/8" 6 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" Leaf Thickness 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" Frame Material WD WD H.M. H.M. F.G. WD WD WD H.M. H.M. WD WD WD WD WD WD WD WD H.M. WD F.G. F.G. F.G. WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD F.G. F.G. WD WD WD WD WD WD WD WD WD WD Leaf Material F.G. F.G. MTL MTL F.G. S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD F.G. F.G. F.G. S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD F.G. F.G. S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD S.C. WOOD Hardware HW-1 HW-1 HW-8 HW-7 BY MFR. HW-1 HW-1 HW-4 HW-4 HW-1 HW-2 HW-5 HW-2 HW-2 HW-3 HW-3 HW-2 HW-6 HW-4 HW-1 BY MFR. BY MFR. BY MFR. HW-5 HW-5 HW-2 HW-5 HW-5 HW-2 HW-2 HW-2 HW-2 HW-3 HW-3 HW-6 HW-6 HW-2 HW-2 HW-1 BY MFR. BY MFR. HW-2 HW-5 HW-5 HW-2 HW-2 HW-3 HW-3 HW-2 HW-2 HW-6 Style A A C B EE D D B D D F G F F F F F G D D E E EE G G F F G F F F F F F H H F H D E EE F G G F F F F F F H Location ENTRY ENTRY GARAGE O.H. RISER PATIO GARAGE ENTRY GARAGE EXT. ENTRY STORAGE STAIR APARTMENT ENTRY HALL CLOSET MECHANICAL W/D PANTRY BATHROOM BEDROOM BEDROOM CLOSET BEDROOM CLOSET STAIRS APARTMENT ENTRY DECK DECK DECK HALL CLOSET HALL CLOSET HALL CLOSET HALL CLOSET MECHANICAL W/D PANTRY PANTRY PANTRY BATHROOM BEDROOM BEDROOM CLOSET BEDROOM CLOSET BEDROOM CLOSET BEDROOM CLOSET APARTMENT ENTRY DECK DECK ENTRY CLOSET MECHANICAL MECHANICAL W/D PANTRY BATH BEDROOMS BEDROOM CLOSET BEDROOM CLOSET BEDROOM CLOSET Fire Rating 90 MIN. 20 MIN. 60 MIN. 20 MIN. 60 MIN. 20 MIN. 60 MIN. Notes OVERHEAD DOORS PATIO DOOR PATIO DOOR PATIO DOOR PATIO DOOR PATIO DOOR PATIO DOOR STEP 2 SELF-ADHERED SILL FLASHING STEP 3 CORNER FLASHING PATCHES AT SILL STEP 4 INSTALL WINDOW PLUMB, LEVEL AND SQUARE SEALANT BEAD AT JAMBS AND HEAD (INSURE SEALANT IS CHEMICALLY COMPATIBLE WITH FOAM AND FLASHING) STEP 5 INSTALL SELF-ADHERED JAMB FLASHING STEP 6 INSTALL DRIP CAP (IF APPLICABLE, RE: DETAILS) INSTALL SELF-ADHERED HEAD FLASHING STEP 8 APPLY CORNER TAPE PATCHES AT HEAD. AIR SEAL WINDOW AROUND ENTIRE PERIMETER ON INTERIOR WITH SEALANT OR NON-EXPANDING FOAM STEP 1 HOUSEWRAP FOLDED IN AT JAMBS AND SILL STEP 7 FOLD DOWN HEAD HOUSEWRAP Window Schedule ID A B B1 B2 C D D1 D2 E E1 E2 F G G1 H I I1 K L M M1 N N1 N2 O P Width 2'-6" 7'-0" 7'-0" 7'-0" 5'-0" 2'-6" 2'-6" 2'-6" 5'-0" 5'-0" 5'-0" 3'-0" 2'-0" 2'-0" 7'-6" 2'-6" 2'-6" 7'-6" 2'-6" 3'-0" 3'-0" 2'-0" 2'-0" 2'-6" 9'-0" 3'-0" Height 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 5'-0" 5'-0" 5'-0" 4'-6" 3'-6" 5'-0" 5'-0" 3'-0" 3'-0" 2'-6" 5'-0" 3'-0" Quantity 1 2 1 1 1 3 1 1 4 7 1 1 2 1 1 2 3 2 1 3 2 1 4 1 1 1 Head Height 8'-0" 8'-0" 7'-0" 8'-6" 8'-0" 8'-0" 8'-0" 7'-0" 8'-0" 8'-0" 7'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-0" 8'-0" 8'-0" 7'-0" 8'-0" 8'-6" 10'-6" 8'-0" 8'-0" 8'-0" 8'-6" MULLED UNITS 2'x5'/3'x5'/2'x5' 2'x5'/3'x5'/2'x5' 2'x5'/3'x5'/2'x5' 2'6"x5'/2'6"x5' (2) 2'6"x4'6" (2) 2'6"x4'6" (2) 2'6"x4'6" (3) 2'6"x5' (3) 2'6"x4'6" (3) 3'x5' TYPE 3 6 6 6 4 3 3 3 7 2 2 3 3 3 7 3 3 7 3 3 1 FIXED 3 FIXED 6 FIXED TEMPERED YES YES LEFT SASH WITHIN DOOR SWING LOCATION LIVING/ CLOSET LIVING LIVING LIVING LIVING KITCHEN SINK BATH KITCHEN SINK LIVING BEDROOMS BEDROOM LIVING BEDROOMS BATHROOM BEDROOM LIVING KITCHEN, LIVING BEDROOMS KITCHEN SINK LIVING BEDROOM BEDROOM BEDROOM BEDROOM CLOSET LIVING LIVING NOTES EMERGENCY EGRESS EMERGENCY EGRESS EMERGENCY EGRESS EMERGENCY EGRESS EMERGENCY EGRESS RE : S C H E D U L E EXTERIOR LIGHT FIXTURES ALIGN T.O. FIXTURE w/ T.O. ADJACENT DOOR, TYP. TYPE A 2 PANEL ARCH TOP w/ 14" SIDELIGHT (MAIN ENTRY) TYPE B FLUSH PANEL TYPE C 5 PANEL GARAGE DOOR TYPE D 2 PANEL ENTRY TYPE EE FULL LIGHT SLIDING PATIO DOOR TYPE F 2 PANEL SINGLE SWING TYPE G 2 PANEL DOUBLE DOOR TYPE H 2 PANEL BYPASS *RE: PLAN FOR SWING/OPENING DIRECTIONS, TYP. TYPE E FULL LIGHT SINGLE SWING PATIO DOOR RE : S C H E D U L E RE: SCHEDULE RE : S C H E D U L E RE: SCHEDULE RE : S C H E D U L E RE: SCHEDULE RE: SCHEDULE RE : S C H E D U L E RE : S C H E D U L E RE: SCHEDULE RE: SCHEDULE RE : S C H E D U L E RE: SCHEDULE TYPE 1 SINGLE CASEMENT (EGRESS PER SCHEDULE) TYPE 2 SLIDER (EGRESS PER SCHEDULE) TYPE 3 SINGLE HUNG TYPE 4 (2) SINGLE HUNG TYPE 5 (3) SINGLE HUNG TYPE 6 SINGLE HUNG - FIXED - SINGLE HUNG *RE: ELEVATIONS FOR OPENING DIRECTION, TYP. NOTE: EXHAUST LOCATIONS TO BE MIN.3' FROM OPENINGS TYPE 7 CASEMENT - FIXED - CASEMENT FALSE MEETING RAIL TO RESEMBLE SINGLE HUNG NOTE: SINGLE HUNG DESIGN FOR EXHAUST CLEARANCES, VERIFY CLEARANCES IF GOING TO DOUBLE HUNG 3 NTS Opening Flashing 2 3/16" = 1'-0" Door Elevations 1 3/16" = 1'-0" Window Elevations HARDWARE SCHEDULE ID QUANTITY ITEM HW- 1 - ENTRY DOOR 1 PR SPRING HINGES .5 PR BUTT HINGES 1 ENTRY LOCKSET w/ ELECTRONIC STRIKE 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL (ADA) 1 WALL BUMPER HW- 2 - PASSAGE DOOR 1.5 PR BUTT HINGES 1 PASSAGE SET 1 WALL BUMPER HW- 3 - PRIVACY DOOR 1.5 PR BUTT HINGES 1 PRIVACY LOCKSET 1 WALL BUMPER HW- 4 - STAIR/HALLWAY DOORS 1 PR SPRING HINGES 0.5 PR BUTT HINGES 1 LOCKSET (PASSAGE AT STAIR) 1 SMOKESEAL 1 WALL BUMPER HW- 5 - PAIR DOORS 3 PR BUTT HINGES 1 EA LEAF BALL CATCH HARDWARE SET 1 EA LEAF PULL 2 WALL BUMPERS HW- 6 - BYPASS 1 HD "JUMP PROOF" BYPASS DOOR TRACK 2 FLUSH PULL 4 DOOR END BUMPER (1 EA. END) HW- 7 - EXTERIOR SERVICE 1 PR SPRING HINGES 0.5 PR BUTT HINGES 1 LOCKSET - STORE ROOM 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 WALL BUMPER HW- 8 - OVERHEAD 1 OVERHEAD DOOR TRACK 1 OPERATOR 1 BOTTOM SEAL NOTES: VINYL WINDOWS, TYP DOUBLE GLAZED LOW E GLASS SOLID CORE HOLLOW CORE HOLLOW METAL WOOD FIBERGLASS KNOCK DOWN KEY S.C. H.C. H.M. WD FG KD NOTES: INTERIOR DOORS TO BE MDF/PAINT GRADE 2 PANEL/SHAKER STICKING Reviewed by SAFEbuilt 07/14/2021 10/21/2011 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A6.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue Date: © BASIS Reflected Ceiling Plan CD - 3/19/21 Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d . Es t e s P a r k , CO 80 5 1 7 5/21/21 - 5/21/21 1 1 5 5 8 8 7 7 6 6 AA BB DD EE CC 9 9 2 2 3 3 4 4 HH GG FF F FF F F LED COVE LIGHTING IN MOULDING SURFACE MNT. LIGHTS, TYP. RE: LIGHTING PLAN DROPPED SOFFIT FOR MECH., TYP. CONCENTRIC FURNACE FLUE ROUTE THROUGH PROTECTED JOIST BAY, TYP., RE: ASSEMBLY EXHAUST DUCTS ROUTE THROUGH PROTECTED JOIST BAY, TYP., RE: ASSEMBLY FIR 'BRECK' SOFFIT AT UNDERSIDE OF ENTRYWAYS & DECK ROOFS, TYP. CLG 8'-0" s s s s s CLG 9'-0" CLG 9'-0" CLG 9'-0" CLG 9'-0" CLG 8'-0" CLG 9'-0" CLG 8'-0" CLG 8'-0" CO CO E.F. E.F. E.F. 1 1 5 5 8 8 7 7 6 6 AA BB DD EE CC 9 9 2 2 3 3 4 4 HH GG FF F F F FFF F F F F F DROPPED SOFFIT, TYP. LED COVE LIGHTING IN MOULDING VENT OUT ROOF 1hr RATED 20"x30" ATTIC ACCESS PANEL TURN UP & OUT ROOF CEILING RADIATION DAMPERS AT ATTIC RUNS (INSULATED DUCT) VENT OUT ROOF FIR 'BRECK' SOFFIT AT UNDERSIDE DECK ROOFS, TYP. PROVIDE VENTING PER ROOF PLAN E.F. CLG 9'-0"s s E.F. E.F. E.F. E.F. E.F. CLG 9'-0" CLG 9'-0" CLG 9'-0" CLG 9'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" s s s s s s CO s CO s CO E.F. CO s 1 5 876 AA BB DD EE CC 9234 FF F F F F F F F F LED COVE LIGHTING IN MOULDING CEILING RADIATION DAMPERS AT ATTIC RUNS (INSULATED DUCT) 1hr RATED 20"x30" ATTIC ACCESS PANEL TYP OF 2 INTERIOR PEAK RE: ROOF PLAN INTERIOR PEAK RE: ROOF PLAN INTERIOR PEAK RE: ROOF PLAN 4/12 CLG 4/12 CLG 4/12 CLG 4/12 CLG 4/ 1 2 CL G 4/ 1 2 CL G FIR 'BRECK' SOFFIT AT UNDERSIDE DECK ROOFS, TYP. PROVIDE VENTING PER ROOF PLAN 1hr RATED 20"x30" ATTIC ACCESS PANEL TYP OF 2 E.F. CLG 9'-0" s E.F. E.F. E.F. CLG 8'-0" s s s CO sCO ss s CLG 9'-0" CLG 9'-0" CLG 9'-0" CLG 9'-0" CLG 9'-0" CLG 8'-0" 3/ 8 " 5 3 / 4 " 3/ 8 " 1 1 / 2 " 3/8" 1' - 0 " T O C E I L I N G 8" 1 3/8" 1 1/4"1/2"1/8" 1/2" LED STRIP LIGHT RE: ELECTRICAL MOUNT TO BACK SIDE MOLDING SEARS-TROSTEL MOULDING HE1010 1/4"x3/8" BACK-CUT FOR STRIP LIGHT TRIM SCREWS MIN. 1" INTO STUDS (HIDE/FILL HOLES) SEARS-TROSTEL FILLET MOULDING BN1016 5/4x8 TRIM 1/2"x2" TRIM WALL NON-RATED WALL MAY INTERRUPT CEILING - 5/8" TYPE 'X' AT WALLS GYPSUM CEILING ON METAL FRAMING FIRE BLOCKING GYPSUM CEILING WITH RESILIENT CHANNEL LOOSE FILL INSULATION (ACOUSTIC) CONTINUOS RATED CEILING REF N 1 1/8" = 1'-0" Ground Floor RCP2 1/8" = 1'-0" Second Floor RCP 3 1/8" = 1'-0" Third Floor RCP 4 6" = 1'-0" Cove Light5 1" = 1'-0" Dropped Soffit Detail NOTE: RATED CEILINGS CONTINUE ABOVE SOFFITS, TYP. THROUGHOUT Reviewed by SAFEbuilt 07/14/2021 DESIGN LOADS CODE: 2015 IBC W/TOWN OF ESTES PARK LOCAL AMENDMENTS RISK CATEGORY: II ELEVATION: 7593 FEET ROOFS: ROOF DEAD LOAD: 15 PSF GROUND SNOW LOAD Pg: 60 PSF @ 7000 FT, 70 PSF @ 8000 FT INTERPOLATED GROUND SNOW LOAD Pg: 66 PSF SLOPED ROOF SNOW LOAD: 51 PSF FLOORS: PRIVATE ROOMS/CORRIDORS LIVE LOAD: 40 PSF PUBLIC ROOMS/CORRIDORS LIVE LOAD: 100 PSF FLOOR DEAD LOAD: 28 PSF PRIVATE DECK AREAS LIVE LOAD: 66 PSF PRIVATE DECK AREAS DEAD LOAD: 10 PSF WIND: ULTIMATE WIND SPEED: 175 MPH, EXP. C SEISMIC: DESIGN CATEGORY B EARTHQUAKE IMPORTANCE FACTOR Ie = 1 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss=25.2%g MAPPED SPECTRAL RESPONSE ACCELERATION, S1=6.4%g DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs=0.268 DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1=0.103 SOIL SITE CLASS=D BASIC STRUCTURAL SYSTEM: STRUCTURAL STEEL AND WOOD SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE AND BEARING WALL SYSTEM STRUCTURAL SEISMIC LATERAL SYSTEM: WOOD SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE AND REINFORCED CONCRETE SHEARWALLS RESPONSE MODIFICATION FACTOR, R= SEISMIC RESPONSE COEFFICIENT, Cs= ANALYSIS PROCEDURE-SIMPLIFIED METHOD ASSUMED SOIL BEARING CAPACITY: 3000 PSF ENGINEER TO VERIFY SOIL CONDITIONS GENERAL NOTES 1. REFERENCES TO "ENGINEER" ON THE DRAWINGS REFERS TO THE STRUCTURAL ENGINEER OF RECORD. 2. LOCATE ALL UNDERGROUND UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES THAT CONFLICT OR INTERFERE WITH WORK. 3. DO NOT SCALE DRAWINGS. CONTACT DESIGNER FOR CLARIFICATION OF DIMENSIONING AND ANNOTATE ON THE RECORD DRAWINGS ANY MISSING DIMENSIONS. 4. DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A COMPLETE UNIT. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S METHODS AND SEQUENCING OF CONSTRUCTION. 7. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND STEM WALLS. 8. STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINE INTERSECTIONS UNLESS DIMENSIONED OTHERWISE. 9. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES OR OTHER ENTITIES DRAWINGS, CONTACT ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR PRICING/BIDDING. 10. CONTRACTORS ERECTION/CONSTRUCTION SEQUENCES SHALL CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING CONSTRUCTION. 11. ALL STRUCTURAL SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC FORMAT TO THE ENGINEER FOR APPROVAL. 12. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL ELIMINATE THE REQUIREMENT FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION ENGINEERING. STRUCTURE HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. CONSTRUCTION ENGINEERING INCLUDES, BUT IS NOT LIMITED TO LAYOUT, DESIGN OF FORMWORK AND SHORING, DESIGN OF CONCRETE MIXES, ERECTION PROCEDURES, WELDING PROCEDURES, DESIGN OF TEMPORARY BRACING, SURVEYING TO VERIFY TOLERANCES, EVALUATION OF TEMPORARY LOADS DUE TO EQUIPMENT AND MATERIALS, ENGINEERING TO RESIST LOADS NOT LISTED ON THE DRAWINGS, DESIGN OF SPLICES TO PERMIT TRANSPORT OF MATERIALS AND SUBMISSION OF CALCULATIONS DEMONSTRATING ADEQUACY OF THE ABOVE. 14. THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED AS STAND-ALONE DOCUMENTS AND SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND DRAWINGS FROM OTHER DISCIPLINES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DRAWINGS INTO SHOP DRAWINGS AND WORK. 15. COORDINATE DIMENSIONING OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC. WITH ARCHITECTURAL DRAWINGS AND DRAWINGS FROM OTHER DISCIPLINES PRIOR TO BEGINNING CONSTRUCTION AND SHOP DRAWING SUBMITTALS. DEFERRED SUBMITTALS 1. THE FOLLOWING PORTIONS OF STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE ITEMS WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL AND THE CHIEF BUILDING OFFICIAL IN THE JURISDICTION HAVING AUTHORITY BY THE CONTRACTOR: x PRE-FABRICATED STAIR ELEMENTS x METAL OR WOODEN RAILINGS x WOOD TRUSS FRAMING 2. CONNECTION OF DEFERRED SUBMITTAL ITEMS TO THE PRIMARY STRUCTURE SHALL BE THE RESPONSIBILITY OF THE DEFERRED SUBMITTAL SUPPLIER. CONNECTIONS SHOULD BE DESIGNED TO AVOID LOADING WHICH EXCEEDS THE CAPACITY OF THE MEMBER BEING ATTACHED TO. 3. ALL CONNECTIONS TO THE PRIMARY STRUCTURE OF THE DEFERRED SUBMITTAL ITEMS TO BE MADE WITH PINNED CONNECTIONS. MOMENT CONNECTION SHALL NOT BE PERMITTED UNLESS SPECIFICALLY DESIGN AND LABELED ON THE PLANS BY THE ENGINEER. 4. CONCRETE WALLS SHALL BE CONSIDERED AS CRACKED FOR THE PURPOSE OF DESIGNING ANCHORS FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS. 5. SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMITTAL ITEMS AT THE TIME OF SUBMISSION OF SHOP DRAWINGS. WOOD FRAMING AND SHEATHING NOTES 1. IN-GRADE BASE VALUES HAVE BEEN USED FOR THIS DESIGN. 2. 2x FRAMING SHALL BE HEM-FIR #2 AND BETTER UNLESS OTHERWISE NOTED. 3. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT. 4. SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH #1 OR BETTER UNLESS OTHERWISE NOTED. 5. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 6. PRESERVATIVE TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4. 7. LVL FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE (GP LAM BY GEORGIA PACIFIC OR MICROLAM BY TRUS-JOIST OR EQUIVALENT) MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STRESS) = 2600 PSI FV (HORIZ. SHEAR STRESS) = 285 PSI E (MODULUS OF ELASTICITY) = 1,900,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI 8. I-JOISTS SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS AND MEET THE PROVISIONS OF ASTM D5055. 9. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER JAMB STUDS OF OPENINGS. 10. COLUMNS MUST HAVE A CONTINUOUS LOAD PATH TO THE FOUNDATION. 11. UNLESS OTHERWISE INDICATED, INSTALL TWO LENGTHS OF SOLID BLOCKING x JOIST DEPTH x 12 INCHES LONG IN THE FLOOR FRAMING UNDER COLUMN LOADS. 12. ALL BEAMS AND TRUSSES SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING. 13. UNLESS NOTED ON THE DRAWINGS, LOWER CHORD OF GABLE END TRUSSES SHALL BE ANCHORED TO WALL PLATE WITH FRAMING ANCHORS AT 4' SPACING AND LATERALLY BRACED TO ROOF FRAMING AT 8' SPACING. 14. MINIMUM NAILING SHALL BE AS SPECIFIED IN IBC TABLE 2304.9.1 "FASTENING SCHEDULE". 15. METAL FRAMING ANCHORS SHOWN OR REQUIRED SHALL BE SIMPSON STRONG TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO ACHEIVE THE RATED CAPACITY. HEAVY-DUTY AND SKEWED HANGERS MAY REQUIRE SPECIAL ORDER AND NOT STOCKED LOCALLY. 16. ALL RAFTERS, JOISTS, TRUSSES AND BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING ANCHORS. 17. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER OF THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION. 18. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. 19. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. 20. ROOF, FLOOR AND WALL SHEATHING: APA RATED OR ADVANTECH VIP+ SHEATHING, THICKNESS AS INDICATED, SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABILITY 1, THREE SPAN MINIMUM. 21. SUB-FLOOR GLUE: APA AFG-01, WATERPROOF OF WATER SOLVENT BASE, AIR CURE TYPE, CARTRIDGE DISPENSED. 22. MINIMUM FLOOR SHEATHING - 23/32" APA STURD-I-FLOOR RATED 24" O.C. TONGUE AND GROOVE, GLUED AND NAILED. 23. MINIMUM ROOF SHEATHING - 5/8" OSB OR CDX PLYWOOD, APA 40/20, NAILED. 24. MINIMUM EXTERIOR WALL SHEATHING - 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AS NOTED AND NAILED. 25. MINIMUM INTERIOR WALL SHEATHING - 1/2" GYPSUM BOARD, ASTM C 1396/C 1396M 26. WALL SHEATHING TO BE NAILED WITH 8d COMMON NAILS OR 10d BOX NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING EXCEPT AS NOTED. NAIL ALL PLATES USING THE EDGE NAILING NOTED. 27. SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS NOTED ON ARCHITECTURAL DRAWINGS. 28. SHEATHING SHALL BE CONTINUOUS FROM TOP PLATE TO BOTTOM PLATE. CUT IN "L" AND "T" SHAPES AROUND OPENINGS. 29. LAP SHEATHING OVER RIM JOISTS A MINIMUM OF 4" AT ALL FLOORS TO TIE UPPER AND LOWER WALL STUDS TOGETHER. INSTALL METAL STRAPS AS INDICATED ON THE BRACED WALL DRAWINGS. 30. MINIMUM HEIGHT OF SHEATHING PANELS TO BE 16" TO ENSURE THAT PLATES ARE TIED TO STUDS. 31. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 32. SECURE ROOF SHEATHING WITH LONGER EDGE PERPENDICULAR TO FRAMING MEMBERS AND WITH ENDS STAGGERED AND SHEET ENDS OVER BEARING. 33. WHERE TONGUE AND GROOVE PLYWOOD IS USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. 34. SECURE SUB-FLOOR SHEATHING WITH LONGER EDGE PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB-FLOOR GLUE AND DRYWALL SCREWS. 35. RIM BOARD SHALL BE 1 ¼" LSL ATTACHED TO I-JOISTS WITH 10D NAILS - ONE INTO EACH FLANGE. RIM BOARD SHALL BE TOE NAILED TO PLATE WITH 10D NAILS AT 6 INCHES ON CENTER. I JOISTS SHALL BE ATTACHED TO PLATE WITH 8D NAILS DRIVEN AT AN ANGLE INTO BOTTOM FLANGE - ONE ON EACH SIDE OF WEB AT LEAST 1 ½ INCHES FROM END. 36. FLOOR SHEATHING SHALL BE ATTACHED TO JOISTS WITH 8D NAILS AT 6 INCHES ON CENTER EDGES AND 12 INCHES ON CENTER FIELD. TOE PLATE OF WALL FRAMING TO BE ATTACHED TO RIM BOARD WITH 16D NAILS AT 4-INCHES ON CENTER. EXTERIOR STUDS TO BE 2X6 AND TO BE END NAILED TO SILL AND TOP PLATE WITH A MINIMUM OF (2) 16D NAILS. ALL DOUBLE TOP PLATE SPLICES IN EXTERIOR WALLS TO LAP 6 FEET WITH 18 10D NAILS EACH SIDE OF SPLICE. FLOOR SHEATHING TO BE 3 4" OSB TONGUE AND GROOVE. 37. FOR WINDOW AND DOOR HEADERS, THE NUMBERS OF FULL HEIGHT STUDS, JACK STUDS (TRIMMERS) AND HEADER UPLIFT ATTACHMENTS SHALL BE PER THE TABLE ON SHEET S9. HEADER SIZES SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS. 38. SOLID BLOCKING TO BE PROVIDED AT ALL BEARING POINTS OF STRUCTURAL MEMBERS. 39. UPLIFT CONNECTIONS FOR ROOF TRUSSES TO BE PROVIDED BY THE TRUSS MANUFACTURER. 40. SPECIAL NAILING REQUIREMENTS: a. ROOF SHEATHING -ALL NAILS TO BE 8d COMMON OR 10d BOX. -SHEATHING TO BE NAILED WITHIN 4 FEET OF THE PERIMETER AND RIDGE OF THE ROOF 3" O.C. EDGE AND FIELD. -ALL OTHER PANELS NAILED 6" O.C. EDGE, 12" O.C. FIELD. b. INTERIOR GYPSUM WALL BOARD -GYPSUM BOARD TO BE MIN 1/2" THICK. -MAXIMUM STUD SPACING 16" O.C. UNLESS NOTED OTHERWISE. -PANELS TO BE FASTENED 7" O.C. EDGE AND 10" O.C. FIELD. -FASTENERS TO BE 1 1/4" NO. 6 TYPE S OR W DRYWALL SCREWS, 5d COOLER NAILS. -FASTENERS TO BE SPACED NO LESS THAN 3/8" FROM EDGES AND ENDS OF GYPSUM BOARDS. -FOUR FOOT WIDE PIECES OF SHEATHING SHALL BE APPLIED PARALLEL OR PERPENDICULAR TO STUDS. -TWO FOOT WIDE PIECES SHALL BE APPLIED PERPENDICULAR TO STUDS. -STAGGER END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SUCH THAT THEY DONT OCCUR OVER SAME STUD. c. CONTINUOUS EXTERIOR WOOD STRUCTURAL PANEL -PANELS UP TO 1/2" SHALL BE NAILED W/8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD UNLESS NOTED OTHERWISE. -PANELS OVER 1/2" THICK SHALL BE NAILED W/8d NAILS 6" O.C. EDGE, 12" O.C. FIELD. UNLESS NOTED OTHERWISE. -BLOCKING OF PANEL EDGES SHALL BE INSTALLED AS NOTED ON THE BRACED WALL DRAWINGS. STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (AISC 360) AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303) BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 2. STRUCTURAL STEEL WIDE FLANGE BEAMS AND WTs SHALL CONFORM TO ASTM A992, 50 KSI YIELD. 3. ROLLED STEEL FLOOR PLATES SHALL CONFORM TO ASTM A786-05, COMMERCIAL GRADE. 4. OTHER ROLLED SHAPES, INCLUDING PLATES, CHANNELS, WTs AND ANGLES SHALL CONFORM TO ASTM A36, 36 KSI YIELD. 5. HOLLOW STRUCTURAL STEEL SECTIONS (HSS) RECTANGULAR SHAPES SHALL CONFORM TO ASTM A500, GRADE B, 46 KSI YIELD. 6. HSS ROUND SHAPES SHALL CONFORM TO ASTM A500, GRADE B, 42 KSI YEILD. 7. PIPE SHAPES SHALL CONFORM TO ASTM A53-12, GRADE B, 35 KSI YIELD. 8. EXCEPT AS NOTED, FRAMED BEAM CONNECTIONS SHALL BE BEARING-TYPE WITH 3/4" DIAMETER, SNUG TIGHT, ASTM A325-04 BOLTS, DETAILED IN CONFORMANCE WITH THE STRUCTURAL DRAWINGS AND THE "STEEL CONSTRUCTION MANUAL" BY THE AISC, 13TH EDITION. INSTALL BOLTS IN ACCORDANCE WITH AISC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," 2010. 9. ALL BEAMS SHALL HAVE FULL DEPTH WEB STIFFENERS EACH SIDE OF WEBS ABOVE AND BELOW COLUMNS. 10. ANCHOR RODS SHALL CONFORM TO ASTM F1554-99, GRADE (36, 55, AND/OR 105) AS NOTED ON THE STRUCTURAL DRAWINGS WITH WELDABILITY SUPPLEMENT S1. 11. WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH THE AISC DOCUMENTS LISTED ABOVE, THE AMERICAN WELDING SOCIETY (AWS) D1.1: 2010 STRUCTURAL WELDING CODE, AND THE RECOMMENDATIONS FOR USE OF WELD E70 ELECTRODES. WHERE NOT SPECIFICALLY NOTED, MINIMUM WELD SHALL BE 3/16" FILLET BY LENGTH OF CONTACT EDGE. 12. ALL POST-INSTALLED ANCHORS SHALL HAVE CURRENT INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 15. EXPANSION ANCHORS SHALL BE APPROVED "WEDGE" TYPE UNLESS SPECIFICALLY NOTED TO BE "SLEEVE" TYPE AS NOTED ON THE STRUCTURAL DRAWINGS. 16. POST INSTALLED BOLTS AND REBAR SHALL USE AN APPROVED EPOXY OR SIMILAR ADHESIVE TYPE AS APPROPRIATE FOR INSTALLATION IN SOLID AND NON-SOLID BASE MATERIALS. 17. GROUT BENEATH COLUMN BASE AND BEAM BEARING PLATES SHALL HAVE A MINIMUM 28-DAY, COMPRESSIVE STRENGTH OF 7,500 PSI AND SHALL BE NON-SHRINK, NON-METALLIC, AND TESTED IN ACCORDANCE WITH ASTM C1107-13. 18. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. 19. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16”h FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 20. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 21. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 22. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. OPEN-WEB WOOD TRUSS NOTES 1. MANUFACTURE AND INSTALLATION OF METAL PLATED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION," BCSI-2008 (BUILDING COMPONENT SAFETY INFORMATION) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," AND DSB-89 "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." 2. PRE-ENGINEERED, PREFABRICATED TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO, AND SHALL COMPLY WITH CODE REQUIREMENTS. 3. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FULL DEAD LOADS AND THE SUPERIMPOSED DESIGN LOADS NOTED ABOVE OR ON THE DRAWINGS. 4. STRESSES SHALL NOT EXCEED THOSE LISTED IN THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH 2005 SUPPLEMENT (AF&PA NDS-2005). <NO INCREASES IN STRESS ARE ALLOWED FOR DURATION OF LOAD.> 5. THE FABRICATOR SHALL DETERMINE TRUSS WEB ARRANGEMENTS AND MEMBER FORCES. 6. TRUSS TO TRUSS CONNECTIONS SPECIFIED SHALL BE BY TRUSS SUPPLIER, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 7. UNLESS OTHERWISE INDICATED, TRUSSES SHALL BE DESIGNED FOR PERPENDICULAR TO GRAIN BEARING ON HEM FIR PLATES (405 PSI). END GRAIN BEARING IS NOT ALLOWED UNLESS ACCEPTED IN WRITING BY ENGINEER. DESIGN TRUSS FOR BEARING BLOCKS OR TRUSS BEARING ENHANCERS AS REQUIRED TO COMPENSATE FOR OVERSTRESSES. SPECIFY SIZE, SPECIES, AND NAILING FOR BEARING BLOCKS. 8. TRUSS FABRICATOR SHALL SPECIFY ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING. CALCULATIONS AND SHOP DRAWINGS, INCLUDING MEMBER SIZES, LUMBER SPECIES AND GRADES, AND SUBSTANTIATING DATA FOR CONNECTOR CAPACITIES, SHALL BE SUBMITTED TO THE ENGINEER/LOCAL ENTITY BUILDING OFFICIAL FOR REVIEW PRIOR TO FRAMING INSPECTION. 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © STRUCTURAL NOTES Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S1 FOUNDATION NOTES 1. EXCAVATE SOIL TO ACCOMMODATE NEW FOOTINGS TO DEPTHS AS SHOWN ON THE DRAWINGS. HAND TRIM ALL EXCAVATIONS AS REQUIRED AND REMOVE LOOSE/SOFT MATERIALS. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF. 3. PROTECT THE SITE AND ALL CONSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING OR FROST ACTION. 4. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 9" OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. 5. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 6. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE SIDE. 7. IMPORTED GRANULAR BACKFILL TO MEET THE FOLLOWING CRITERIA: SIEVE DESIGNATION % BY WEIGHT PASSING SIEVES 3 INCH 100 NO. 4 45-75 NO. 100 0-12 NO. 200 0-6 8. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. REINFORCED CONCRETE NOTES 1. ALL WORK SHALL COMPLY WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS. 2. DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND ACI PUBLICATION SP-66 (2004): "ACI DETAILING MANUAL". 3. REINFORCING MATERIALS: TYP REINFORCING - ASTM A615, Fy=60 KSI, Fu=90 KSI WELDED AND FIELD BENT REINF - ASTM A706, Fy=60 SKI, Fu=90 KSI WELDED WIRE REINFORCING, SMOOTH - ASTM A1064, Fy=65 KSI, Fu=75 KSI WELDED WIRE REINFORCING, DEFORMED - ASTM A1064, Fy=70 KSI, Fu=80 KSI EPOXY COATED REINFORCING - ASTM A775 OR ASTM A934 3. REINFORCING FABRICATION: a. NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON THE DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAILS ARE NOT PROVIDED. WHERE PERMITTED, MAKE SPLICES WITH CONTACT LAPS OR MECHANICAL CONNECTORS. b. PROVIDE ADDITIONAL BARS/STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. c. MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP. d. NO WELDING OF REINFORCING IS PERMITTED UNLESS NOTED ON THE DRAWINGS. 4. CONCRETE MIX REQUIREMENTS: a. MIX TYPE 1- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH, f'c=3000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" b. MIX TYPE 2- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH. f'c=4500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.45 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 5% c. MIX TYPE 3- ALL CONCRETE EXPOSED TO WEATHER OR DEICER, BEAMS, SLABS AND WALLS -28 DAY COMPRESSIVE STRENGTH, f'c=5000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.4 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 6% d. MIX TYPE 4- INTERIOR TOPPING SLABS AND SLABS ON DECK -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.5 -MAXIMUM AGGREGATE SIZE = 3 4" -ADDITION OF ENTRAINED AIR NOT PERMITTED e. MIX TYPE 5- INTERIOR SLAB ON GRADE -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" -ADDITION OF ENTRAINED AIR NOT PERMITTED 3. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO PROVIDE THE MINIMUM COMPRESSIVE STRENGTH REQUIRED AND PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO. 4. USE PORTLAND TYPE I/II CEMENT UNLESS OTHERWISE NOTED. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD. 5. AGGREGATE TO BE PER ASTM C33. 3 4" AGGREGATE TO MEET SIZE #67 AGGREGATE, 1" AGGREGATE TO MEET SIZE #57 AGGREGATE. 6. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. 7. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 8. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS. 9. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. 10. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF CONCRETE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 12. UNLESS OTHERWISE NOTED, CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. 13. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. 14. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3". b. FOUNDATION WALLS AND EXTERIOR WALLS: 2". c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". d. ALL FACES OF PIERS: 1-1/2". 15. FOOTINGS a. SIZE AND DEPTH AS INDICATED ON THE DRAWINGS. b. MINIMUM FROST PROTECTION DEPTH TO BE 30". 16. WALLS a. WALL THICKNESS TO BE 8" OR AS NOTED ON THE DRAWINGS. b. VERTICAL STEEL TO HOOK INTO FOOTING AS NOTED ON THE DRAWINGS. c. VERTICAL STEEL TO EXTEND ABOVE FOOTING MINIMUM OF 24", UNLESS NOTED OTHERWISE, FOR SPLICE ABOVE. d. 1 2" ANCHOR BOLTS FOR SILL PLATES SHALL BE IMBEDDED 12" MINIMUM AND SHALL BE PLACED A MINIMUM OF 32" O.C. AND WITHIN 12" OF EACH END OF ALL SILL PLATES. d. ANCHOR BOLTS TO HAVE MINIMUM 3 16"x2"x2" WASHER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONING, FOUNDATION ELEVATIONS AND EXTERIOR GRADES PRIOR TO FORMING AND POURING CONCRETE FOOTINGS. CONTACT ENGINEER WITH ANY KNOWN DISCREPANCIES. 18. ALL FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS OR APPROVED, COMPACTED STRUCTURAL FILL. COMPACTION TESTING TO VERIFY COMPACTION OF STRUCTURAL FILLS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ENGINEER TO PERFORM OPEN HOLE INSPECTION TO VERIFY ASSUMED SOIL BEARING CAPACITY PRIOR TO FORMING CONCRETE. 19. CONTRACTOR MAY ALTER FOUNDATION FOOTING ELEVATIONS AND WALL HEIGHTS BASED UPON FIELD CONDITIONS. CONTACT DESIGN ENGINEER FOR APPROVAL IF WALL HEIGHTS INCREASE ABOVE WHAT IS SHOWN HEREON. 20. FOUNDATION DESIGN ASSUMES NO HYDROSTATIC PRESSURE ON CONCRETE WALLS. CONTRACTOR TO INSTALL FOUNDATION FOOTING DRAIN AT BOTTOM OF FOOTING ELEVATION WITH A MINIMUM OF 4" PERFORATED DRAIN PIPE BACKFILLED IN A 24" BED OF 1.5" WASHED ROCK. CONCRETE WALLS TO BE BACKFILLED WITH FREE DRAINING GRANULAR SOILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION ELEMENTS FOR ALL SURFACE FLOWS. SPECIAL INSPECTIONS 3/22/21 3/19/2021 CD Reviewed by SAFEbuilt 07/14/2021 A A BB C C DD E E FF G G HH 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 3'-6" 6' FOUNDATION NOTES: 1. SEE S1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2. SEE S9 FOR TYPICAL FOUNDATION DETAILS 3. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. CONTRACT ENGINEER WITH KNOWN DISCREPANCIES 4. ENGINEER TO APPROVE STAMPED TRUSS SHOP DRAWINGS PRIOR TO POURING CONCRETE ELEMENTS. 5. SLOPE GARAGE SLABS TO DRAIN IN CENTER. RE: ARCH DRAWINGS. 4" THICK SLAB ON GRADE REINFORCE W/6x6 W2.1xW2.1 WWF, CENTER IN SLAB OVER 4" GRAVEL BED FOR RADON SYSTEM T.O.S. = 100'-0" F24 P1 T.O.W. = 100'-0" T.O.F. = 97'-4" HD1 T.O.P. = 99'-10 1 2" NOTATIONS: T.O.F.- TOP OF FOOTING S.O.S.- TOP OF SLAB T.O.W.- TOP OF WALL T.O.P.- TOP OF PIER/PILASTER FS- FOUNDATION STEP LOCATION HDx- HOLD DOWN (SEE SCHEDULE) Fx- FOOTING (SEE SCHEDULE) HD1HD1HD1HD1HD1HD1HD1HD1HD1HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 P1 T.O.P. = 99'-10 1 2" F24 T.O.W. = 100'-0" T.O.F. = 97'-4" F24 F24 F24 F24 T.O.W. = 100'-0" T.O.F. = 97'-4" F24 F24 T.O.W. = 100'-0" T.O.F. = 97'-4" F24 F24 T.O.W. = 100'-0" T.O.F. = 97'-4" F2 4 T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " F2 4 T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " F2 4 T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " F2 4 T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " F2 4 F2 4 T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " F2 4 T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " F2 4 T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " F2 4 F2 4 F2 4 T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " F30 F30 F30 F30 F30 F30 F30 F16 F16 F16 F16 F16 F16 F16 F1 6 F1 6 P1 T.O.P. = 99'-10 1 2" P1 T.O.P. = 99'-10 1 2" P1 T.O.P. = 99'-10 1 2" P1 T.O.P. = 99'-10 1 2" 5'-6" 3'-01 4" 5'-6"26'-6"3'-5"4'-1"18'11'-6" 19' 8' 19'11'-6"18'4'-1"3'-5"26'-6" 10'10'6'-6" 5'-6"3'-6"7'-53 4" 29'-43 4"9'-101 2" 24'-8" 1'-51 2" 8'-03 4"3'-111 4"25'-7" 41 2" 18' 6'-6" 11'-2" 4" 6'-9" 6'-9" 9'-6" 15' 10' 8' 3'-4" 21 4" 73 4" 12'-101 4" 6'-73 4" 3'-91 2" 1'-9" 3'-51 4" 8'-31 4" 2" T.O.W. = 100'-0" T.O.F. = 97'-4" T.O.W. = 100'-0" T.O.F. = 97'-4" T.O.W. = 100'-0" T.O.F. = 97'-4" T.O.W. = 100'-0" T.O.F. = 97'-4" T.O.W. = 100'-0" T.O.F. = 97'-4" T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 4 " 0' 4'8'2'16' FOUNDATION PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © FOUNDATION PLAN Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S2 3/22/21 3/19/2021 CD Reviewed by SAFEbuilt 07/14/2021 A A BB C C DD E E FF G G HH 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . 2x8 @ 16" O.C. (3) 13 4"x117 8" LVL HEADER 117 8" RFPI40 @ 16" O.C. PR E - F A B R I C A T E D S T A I R ST R I N G E R S / T R E A D S FLOOR FRAMING NOTES: 1. SEE S1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2. SEE S9 FOR TYPICAL DETAILS 3. BOTTOM OF STEEL BEAMS TO BE FLUSH WITH BOTTOM OF FLOOR TRUSSES. 4. PROVIDE BLOCKING AT CANTILEVERED DECK JOISTS AND TOE NAIL W/NAILING PER 2018 IBC. 6x6 TIMBER POST PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIR D E R T R U S S G I R D E R T R U S S G I R D E R T R U S S G I R D E R T R U S S 6x6 TIMBER POST6x6 TIMBER POST 6x6 TIMBER POST 6x6 TIMBER POST 6x6 TIMBER POST STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE PR E - F A B R I C A T E D S T A I R ST R I N G E R S / T R E A D S 117 8" RFPI40 @ 16" O.C. 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . PRE-ENGINEERED TRUSSES @ 24" O.C. PRE-ENGINEERED TRUSSES @ 24" O.C. PRE-ENGINEERED TRUSSES @ 24" O.C. PRE-ENGINEERED TRUSSES @ 24" O.C. PRE-ENGINEERED TRUSSES @ 24" O.C. PR E - E N G I N E E R E D T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D TR U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D TR U S S E S @ 2 4 " O . C . 6x 1 2 D F # 1 D R O P P E D B E A M 6x 1 2 D F # 1 D R O P P E D B E A M 6x12 DF #1 DROPPED BEAM 6x12 DF #1 DROPPED BEAM (2) 13 4"x117 8" LVL HEADER (3) 13 4"x117 8" LVL HEADER (2) 13 4"x117 8" LVL HEADER (2) 13 4"x117 8" LVL HEADER (2) 13 4"x117 8" LVL HEADER(2) 13 4"x117 8" LVL HEADER(2) 13 4"x117 8" LVL HEADER(2) 13 4"x117 8" LVL HEADER (2 ) 2 x 1 2 H E A D E R (2 ) 2 x 1 2 H E A D E R (2 ) 1 3 4"x 1 1 7 8" L V L H E A D E R (2 ) 1 3 4"x 1 1 7 8" L V L H E A D E R (2 ) 1 3 4"x 1 1 7 8" L V L H E A D E R (2 ) 1 3 4"x 1 1 7 8" L V L H E A D E R STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN PRE-ENGINEERED TRUSSES @ 24" O.C. PR E - E N G I N E E R E D TR U S S E S @ 2 4 " O . C . GIRDER TRUSS 2x 1 0 @ 1 6 " O . C . 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © SECOND FLOOR FRAMING PLAN Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 SECOND FLOOR FRAMING PLAN 0' 4'8'2' SCALE: 1/4" = 1'16' S3 3/22/21 3/19/2021 CD Reviewed by SAFEbuilt 07/14/2021 A A BB C C DD E E FF G G HH 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 117 8" RFPI40 @ 16" O.C. FLOOR FRAMING NOTES: 1. SEE S1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2. SEE S9 FOR TYPICAL DETAILS 3. BOTTOM OF STEEL BEAMS TO BE FLUSH WITH BOTTOM OF FLOOR TRUSSES THROUGHOUT. 4. PROVIDE BLOCKING AT CANTILEVERED DECK JOISTS AND TOE NAIL W/NAILING PER 2015 IBC. PR E - E N G I N E E R E D TR U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . 6x12 DF#1 DROPPED BEAM 6x6 TIMBER POST STUD PACK MIN (5) STUDS PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D TR U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D TR U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D TR U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D TR U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D F L O O R T R U S S E S @ 2 4 " O . C . PRE-ENGINEERED TRUSSES @ 24" O.C. PRE-ENGINEERED TRUSSES @ 24" O.C. 117 8" RFPI40 @ 16" O.C. PR E - F A B R I C A T E D S T A I R ST R I N G E R S / T R E A D S PR E - F A B R I C A T E D S T A I R ST R I N G E R S / T R E A D S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GI R D E R T R U S S GI R D E R T R U S S GI R D E R T R U S S PRE-ENGINEERED TRUSSES @ 24" O.C. PRE-ENGINEERED TRUSSES @ 24" O.C. STUD PACK MIN (4) STUDS STUD PACK MIN (4) STUDS STUD PACK MIN (4) STUDS STUD PACK MIN (4) STUDS STUD PACK MIN (4) STUDS STUD PACK MIN (5) STUDS STUD PACK MIN (6) STUDS STUD PACK MIN (4) STUDS 6x6 TIMBER POST 6x6 TIMBER POST6x6 TIMBER POST 6x12 DF#1 DROPPED BEAM 6x12 DF#1 DROPPED BEAM 6x 1 2 D F # 1 D R O P P E D B E A M STUD PACK MIN (6) STUDS GI R D E R T R U S S GIRDER TRUSS POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE 6x6 TIMBER POST 6x12 DF#1 DROPPED BEAM (2 ) 1 3 4"x 9 1 2" L V L H E A D E R (2 ) 1 3 4"x 9 1 2" L V L H E A D E R (2) 2x12 HEADER (2) 2x12 HEADER (2) 2x12 HEADER (2) 2x12 HEADER (2) 2x12 HEADER(2) 2x12 HEADER (2) 13 4"x117 8" LVL HEADER (2) 13 4"x117 8" LVL HEADER (2) 13 4"x117 8" LVL HEADER PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. GIRDER TRUSS STUD PACK MIN (4) STUDS (2) 2x12 HEADER (2 ) 1 3 4"x 9 1 2" L V L H E A D E R 2x 1 2 L E D G E R W / ( 2 ) R O W S 3 8"x 3 5 8" L E D G E R L O K S 1 6 " O . C . , S T A G G E R E D (2 ) 2 x 1 2 H E A D E R (2 ) 2 x 1 2 H E A D E R 6x 1 2 D F # 1 D R O P P E D B E A M 2x8 @ 16" O.C. TIMBER BRACE SEE DETAIL TIMBER BRACE SEE DETAIL 6x 1 0 D F # 1 D R O P P E D B E A M GI R D E R T R U S S BEARING WALL 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © THIRD FLOOR FRAMING PLAN Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 THIRD FLOOR FRAMING PLAN 0' 4'8'2' SCALE: 1/4" = 1'16' S4 3/22/21 3/19/2021 CD Reviewed by SAFEbuilt 07/14/2021 ROOF FRAMING NOTES: 1. SEE S1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2. SEE S9 FOR TYPICAL DETAILS A A BB C C DD E E FF G G HH 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. STUD PACK, MIN (4) STUDS (2) 13 4"x117 8" LVL HEADER 6x6 POST PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D S C I S S O R T R U S S @ 2 4 " O . C . PRE-ENGINEERED SCISSOR TRUSS @ 24" O.C. PRE-ENGINEERED SCISSOR TRUSS @ 24" O.C. PRE-ENGINEERED TRUSS @ 24" O.C. GI R D E R T R U S S GI R D E R T R U S S GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S @ 2 4 " O . C . (2) 13 4"x117 8" LVL HEADER (2) 13 4"x117 8" LVL HEADER (3) 13 4"x117 8" LVL HEADER 6x12 DF#1 DROPPED BEAM 6x 1 2 D F # 1 D R O P P E D B E A M (2) 2x12 HEADER (2) 2x12 HEADER PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. STUD PACK (4) STUDS MIN STUD PACK (4) STUDS MIN STUD PACK (4) STUDS MIN STUD PACK (5) STUDS MIN STUD PACK (5) STUDS MIN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com ROOF FRAMING PLAN 0' 4'8'2' SCALE: 1/4" = 1'16' BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © ROOF FRAMING PLAN Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S5 3/22/21 3/19/2021 CD Reviewed by SAFEbuilt 07/14/2021 A A BB C C DD E E FF G G HH 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 5 8" GYPSUM BOARD, UNBLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS, 6" O.C. EDGE, 12" O.C. FIELD TYPE 2 (SHEAR WALL)- INTERIOR SHEAR WALL- 2X6 @ 16" O.C. SHEATHING (BOTH SIDES): 5 8" GYPSUM BOARD, UN-BLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS 6" O.C. EDGE, 8" O.C. FIELD NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. 0' 4'8'2'16' GROUND FLOOR BRACED WALL PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © GROUND FLOOR BRACED WALL PLAN Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S6 3/22/21 3/19/2021 CD Reviewed by SAFEbuilt 07/14/2021 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 1 2" GYPSUM BOARD, UNBLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS, 6" O.C. EDGE, 12" O.C. FIELD SIMPSON MSTC78 STRAP TIE - (64) 16d SINKERS NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. S1 A A BB C C DD E E FF G G HH 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 S1 S1S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1 S1S1 S1 0' 4'8'2'16' SECOND FLOOR BRACED WALL PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © SECOND FLOOR BRACED WALL PLAN Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S7 3/22/21 3/19/2021 CD Reviewed by SAFEbuilt 07/14/2021 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 5 8" GYPSUM BOARD, UNBLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS, 6" O.C. EDGE, 12" O.C. FIELD SIMPSON MSTC78 STRAP TIE - (64) 16d SINKERS NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. S1 A A BB C C DD E E FF G G HH 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 S1S1 S1S1 S1S1 S1 S1S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 0' 4'8'2'16' THIRD FLOOR BRACED WALL PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © THIRD FLOOR BRACED WALL PLAN Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S8 3/22/21 3/19/2021 CD Reviewed by SAFEbuilt 07/14/2021 6" MIN 30" MIN 8" WALL 24" 10" #4 VERT @ SPACING PER WALL REINFORCEMENT SCHEDULE W/4" HOOK (3) #4 CONT. #4 @ 16" HORIZ. FOUNDATION DRAIN AND BEDDING REINFORCED SLAB WALL FRAMING #4 BARS VERT (3) EA. FACE #4 HORIZ TIES TOP, BOTTOM & CENTER CONC. PIER PER PLAN 30" MIN WIDTH PER PLAN SIMPSON CBSQ88-SDS2 BASE TYP. @ ALL 8x WOOD POSTS TIMBER COLUMN PER PLAN PRE-ENGINEERED FLOOR TRUSS 2x WALL FRAMING 2x WALL FRAMING I-JOIST PER PLAN SIMPSON IUS2.37/11.88 FACE MOUNT HANGER SOLID BLOCK WALL @ STAIR LANDINGS 2x12 LEDGER W/(2) ROWS OF 1 2" LEDGER LOKS 16" O.C. STAGGERED 2x14 LEDGER W/(4) ROWS OF 1 2" LEDGER LOKS 16" O.C. TIMBER BEAM PER PLAN TIMBER COLUMN PER PLAN 3 8"x6" GRK-SS SCREWS (3) PER SIDE 3 8"x8" GRK-SS SCREWS (2) ROWS OF (3) THROUGH FACE OF BEAM INTO END OF A BEAM NOTCH BEAM 1" FOR POST TIMBER COLUMN PER PLAN 3 8"x6" GRK-SS SCREWS (3) PER SIDE NOTCH BEAM 1" FOR POST TIMBER BEAM PER PLAN DROPPED TIMBER BEAM PER PLAN 2x DECK FRAMING PER PLAN SOLID BLOCK JOISTS @ BEARING SOLID BLOCK JOISTS @ BEARING RAIL RE: ARCH. (4) 3 8"x8" GRK-SS SCREWS 2x DECK FRAMING PER PLAN 2x12 LEDGER W/(2) ROWS OF 1 2" LEDGER LOKS 16" O.C. STAGGERED (4) 3 8"x8" GRK-SS SCREWS8x8 TIMBER DECK ANGLE BRACE TIMBER BEAM PER PLAN SIMPSON LUS28 HANGER DECORATIVE TREATMENT RE: ARCHITECTURAL TIMBER COLUMN PER PLAN 3 8"x8" GRK-SS SCREWS (2) ROWS OF (3) THROUGH FACE OF BEAM INTO END OF A BEAM TIMBER TIE BEAM PER PLAN TIMBER BEAM PER PLAN 2x WALL FRAMING (3) STUDS EA. SIDE OF TIMBER BRACE PACK WALL OUT SOLID ABOVE BRACE (2) 3 4"Ⱦ A-325 BOLTS THROUGH WALL STUDS EACH SIDE OF BRACE EXTEND CONCRETE PIER 8" FOR ECCENTRIC COLUMN @ GRID 7 6" SIMPSON MSTC66 STRAP W/(64) 16d SINKERS STRUCTURAL DETAILS 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © STRUCTURAL DETAILS Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 S9 TYPICAL DETAILS/CONSTRUCTION SCHEDULES SCALE: NTS STANDARD FROST WALL DETAIL SCALE: NTS EXTERIOR WOOD COLUMN/PIER DETAIL STAIR WELL/GARAGE FLOOR/FLOOR TRUSS CONNECTION DETAIL COVERED DECK/ROOF TIMBER BEAM/COLUMN DETAIL DECK FRAMING BEAM/POST CONNECTION DETAILDECK TIMBER ANGLE/BEAM CONNECTION DETAIL 3/22/21 TIMBER ANGLE BRACE WALL DETAIL 3/19/2021 CD Reviewed by SAFEbuilt 07/14/2021 6+((7 180%(5 6+((77,7/( 0(&+$1,&$/'5$:,1*,1'(;  727$/   00(&+$1,&$/,1'(;/(*(1'$1'127(6          ,6 6 8 (  ) 2 5  5 ( 9 , ( : ,668(')255()(5(1&(21/< ,668(')253(50,7 6(&7,215()(5(1&(180%(5 6(&7,216+((7180%(5 :25.127('(6,*1$7,21 (48,30(17'(6,*1$7,21 3,3($1&+25$/,*10(17*8,'( '8&775$16,7,21 &20%,1$7,21),5(602.('$03(5 +80,',7<6(1625 7(03(5$785(6(1625 &+(&.9$/9( 3,3(&$3%/,1')/$1*( 3,3('2:1$1'3,3(7(('2:1 3,3(83$1'3,3(7((83 35(6685(5('8&,1*9$/9( %$/$1&,1*9$/9( $‘ $//6<0%2/6,1/(*(1'0$<127%(86('217+,6352-(&7 0(&+$1,&$//(*(1' $%%5(9,$7,216 6+((70(7$/),77,1*6$1'(48,30(17 3,3,1*'(6,*1$7,216$1'),77,1*6 +($7,1*:$7(56833/< +($7,1*:$7(55(7851 +($75(&29(5<6833/< +($75(&29(5<5(7851 &+,//(':$7(56833/< &+,//(':$7(55(7851 &21'(16(5:$7(56833/< &21'(16(5:$7(55(7851 /2:35(6685(67($0 67($0 &21'(16$7( 5(7851 5()5,*(5$17/,48,' 5()5,*(5$1768&7,21 5()5,*(5$17+27*$6 &21'(16$7('5$,1 3803('&21'(16$7('5$,1 5$',$17+($7,1* 612:0(/7 $552:,1/,1(,1',&$7(6 ',5(&7,212))/2: +:6 +:5 +56 +55 &+:6 &+:5 &:6 &:5 /36 /35 5/ 56 5+* &' 3&' 5+ $' $&&(66'225 $)) $%29(),1,6+)/225 $)06 $,5)/2:0($685,1*67$7,21 $)8( $118$/)8(/87,/,=$7,21 ()),&,(1&< $+8 $+ $,5+$1'/,1*81,7 $3 $&&(663$1(/ %$6 %8,/',1*$8720$7,216<67(0 %2' %277202)'8&7 %23 %277202)3,3( %+3 %5$.(+256(32:(5 %06 %8,/',1*0$1$*(0(176<67(0 %78 %5,7,6+7+(50$/81,7 &)+ &8%,&)((73(5+285 &)0 &8%,&)((73(50,187( &2 &$5%210212;,'( &2 &$5%21',2;,'( &23 &2()),&,(172)3(5)250$1&( &8 &21'(16,1*81,7 &9 &2167$1792/80( &:3 &21'(16(5:$7(53803 '% '5<%8/%7(03(5$785( G% '(&,%(/ ''& ',5(&7',*,7$/&21752/ '1 '2:1 '3 ',))(5(17,$/35(6685( '6 '8&76803 '; ',5(&7(;3$16,21 ( (;,67,1* ($ (;+$867$,5 ($7 (17(5,1*$,57(03(5$785( ((5 (1(5*<()),&,(1&<5$7,2 ()) ()),&,(1&< (63 (;7(51$/67$7,&35(6685( (7 (;3$16,217$1. 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ENVELOPE CHARACTERISTICS: WALLS: WOOD FRAMED, STUDS AT 16" O.C. R-21 BLOWN-IN INSULATION IN STUD SPACE. ROOF: MINIMUM R-45 BLOWN-IN ISULATION WINDOWS: REFERENCE ARCHITECTURAL PLANS REFERENCE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. 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M0.0 MECHANICAL INDEX, LEGEND, AND NOTES 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 0(&+$1,&$/63(&,),&$7,216 GENERAL 1.1 MECHANICAL GENERAL REQUIREMENTS: 1.1.1 PROVIDE ALL ITEMS FOR COMPLETE AND SUCCESSFUL OPERATION OF ALL MECHANICAL SYSTEMS. 1.1.2 DEMONSTRATE THE OPERATION OF ALL SYSTEMS FOR THE OWNER AT A TIME AS DIRECTED BY THE OWNER. 1.1.3 FIELD VERIFY ALL EXISTING CONDITIONS AND INCLUDE AN ALLOWANCE IN BID FOR REMOVAL AND/OR RELOCATION OF EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING SYSTEMS TO ALL OTHER WORK. CONTRACTORS SHALL VERIFY OPERATIONAL CONDITION OF ALL EQUIPMENT LOCATED WITHIN THE AREA PRIOR TO BEGINNING WORK. THE CONTRACTORS SHALL PREPARE A LIST OF DEFICIENCIES FOR THE PROPERTY MANAGER/OWNER PRIOR TO THE START OF CONSTRUCTION. THIS LIST SHALL ALSO INCLUDE ANY ITEMS THAT WERE NOT, OR COULD NOT BE VERIFIED. 1.1.4 REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED. RETURN DEFECTIVE MATERIALS TO OWNER. 1.1.5 CONTRACTOR SHALL OBTAIN OWNER OR BUILDING MANAGEMENT APPROVAL BEFORE CUTTING ANY FLOOR PENETRATIONS. 1.1.6 THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND/OR OWNER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 1.2 INSPECTION OF SITE: 1.2.1 PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 1.3 MATERIAL AND WORKMANSHIP: 1.3.1 PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM ANY DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. 1.3.2 WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. 1.3.3 THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. 1.3.4 REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. 1.3.5 REPAIR OR REPLACE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 1.4 COORDINATION: 1.4.1 COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS THAT ARE BEING INSTALLED AND/OR EXISTING SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. 1.4.2 UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. MECHANICAL CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED, KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. 1.4.3 FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. MECHANICAL CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. 1.4.5 MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DUCTWORK LAYOUT TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 1.5 ORDINANCES AND CODES: 1.5.1 WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THEIR REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. 1.5.2 PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 1.6 PROTECTION OF EQUIPMENT AND MATERIALS: 1.6.1 STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR-RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND MECHANICAL CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A L LIKE KIND AS APPROVED BY OWNER. 1.6.2 KEEP PREMISES ROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. 1.6.3 PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED OR INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 1.7 OPERATION AND MAINTENANCE INSTRUCTIONS: 1.7.1 COLLECT AND COMPILE A COMPLETE BROCHURE OF FIXTURES, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER, GENERAL CONTRACTOR, SUBCONTRACTOR, AND AN INDEX OF CONTENTS. 1.7.2 SUBMIT COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AND OWNER AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL AND PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE ARCHITECT, ENGINEER, AND OWNER. 1.8 WARRANTIES: 1.8.1 WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. 1.8.2 WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 1.8.3 PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ARCHITECT OR OWNER. 1.8.4 AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 1.9 CUTTING AND PATCHING: 1.9.1 PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 1.10 STRUCTURAL STEEL: 1.10.1 STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. 1.10.2 SUPPORT PLUMBING AND MECHANICAL EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 1.11 PENETRATIONS: 1.11.1 SEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT WITH APPROPRIATE NON-SHRINK, NON-HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEALROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON-FIRE-RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). 1.11.2 COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PENETRATIONS OF FIRE-RATED ASSEMBLIES WITH 3M # CP-25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE-RATED ASSEMBLIES. HEATING, VENTILATION, AND AIR CONDITIONING 2.1 AIR DISTRIBUTION: 2.1.1 PROVIDE ALL SHEET METAL DUCT SYSTEMS, CONNECTIONS, DAMPERS, HOUSINGS, SHEET METAL DOORS FOR THE COMPLETE SUPPLY, RETURN, AND EXHAUST SYSTEMS. 2.1.2 ALL DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO SMACNA STANDARDS AND ALL GOVERNING CODES. 2.1.3 METAL AND GAUGE: UNLESS SPECIFIED OTHERWISE GALVANIZED IRON SHALL BE USED THROUGHOUT, FABRICATED AND INSTALLED SO THAT NO VIBRATING OR NOISE RESULTS. SHEET STEEL SHALL BE OF THE US STANDARD GAUGE AS RECOMMENDED IN THE LATEST EDITION OF SMACNA. 2.1.4 DUCT WORKMANSHIP: ALL DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN A WORKMANLIKE MANNER. DUCTS SHALL BE STRAIGHT AND SMOOTH ON THE INSIDE WITH NEATLY FINISHED JOINTS, AIRTIGHT, AND SHALL BE FREE FROM VIBRATION UNDER ALL CONDITIONS OF OPERATION. THE INTERNAL ENDS OF SLIP JOINTS SHALL BE MADE IN THE DIRECTION OF AIRFLOW. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 2.1.5 DUCT TURNS: ALL 90 DEGREE ELBOWS UP TO 18 INCHES WIDE AND ALL 45 DEGREE ELBOWS SHALL HAVE AN INSIDE RADIUS OF NOT LESS THAN ONE HALF THE WIDTH OF THE DUCT. 90 DEGREE ELBOWS WITH TURNING VANES SHALL BE USED CONSISTING OF SINGLE BLADE DUCT VANES WITH 2.5 INCH BLADE SPACING. 2.1.6 DAMPERS: SINGLE BLADE TYPE VOLUME DAMPERS SHALL BE INSTALLED AT DIFFUSER TAKEOFFS, AND WHERE REQUIRED FOR PROPER BALANCING. HANDLE SHALL BE VISIBLE THROUGH INSULATION. 2.1.8 GRILLES, REGISTERS, AND DIFFUSERS: PROVIDE SUPPLY, RETURN, AND EXHAUST REGISTERS AND DIFFUSERS AS NOTED ON THE EQUIPMENT SCHEDULE FOR THE TYPE, SIZE, MATERIAL, AND FINISH. 2.1.7 FLEX DUCT SHALL BE OWENS-CORNING FOIL-BACK HIGH QUALITY U/L APPROVED. PLASTIC WRAPPED FLEX DUCT IS NOT ACCEPTABLE. 2.2 INSULATION: 2.2.1 ALLOWABLE MANUFACTURERS: JOHNSONS-MANVILLE CORP. MANSON INSULATION CO. OWENS-CORNING OR APPROVED EQUAL. 2.2.1 DUCT INSULATION TO BE FIBERGLASS INSULATION, WITH VAPOR BARRIER, UL APPROVED, CLASS I AIR DUCT. 2.2.2 SEE DUCT SYSTEM NOTES AND INSULATION SCHEDULE FOR LOCATIONS AND INSULATION THICKNESSES. 2.2.3 ALL INSULATION SHALL MEET ALL CODE REQUIREMENTS AND FIRE AND SMOKE HAZARD RATINGS OF ASTM E-84, NATIONAL FIRE PROTECTION ASSOCIATION 225 AND UL 723, NOT EXCEEDING FLAME SPREAD 25 AND SMOKE DEVELOPED 50 RATINGS. 2.3 TESTING, ADJUSTING, AND BALANCING: 2.3.1 SUBMIT TEST REPORTS FOR TESTING, ADJUSTING, AND BALANCING. 2.3.2 TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB OR AABC PROCEDURAL STANDARDS. 2.3.3 BEFORE COMMENCING WORK, VERIFY THAT SYSTEMS ARE COMPLETE AND OPERABLE, WITH CLEAN FILTERS. 2.3.4 PROMPTLY REPORT ABNORMAL CONDITIONS IN MECHANICAL SYSTEMS OR CONDITIONS WHICH PREVENT SYSTEM BALANCE. 2.3.5 ADJUSTING AND BALANCING: 2.3.5.1ADJUST AIR HANDLING SYSTEM TO WITHIN 10 PERCENT FROM INDICATED FIGURES. 2.3.5.2 RECORDED DATA SHALL REPRESENT MEASURED OR OBSERVED INITIAL CONDITION AND CONDITION AFTER BALANCING. 2.3.5.3PERMANENTLY MARK SETTINGS OF DAMPERS, AND OTHER ADJUSTMENT DEVICES ALLOWING SETTINGS TO BE RESTORED. 2.3.5.4LEAVE SYSTEMS IN PROPER WORKING ORDER, REPLACING BELT GUARDS, CLOSING ACCESSORY DOORS, CLOSING DOORS TO ELECTRICAL SWITCH BOXES, AND RESTORING THERMOSTATS TO SPECIFIED SETTINGS. 2.4 ELECTRICAL: 2.4.1 LOW VOLTAGE WIRING - ALL PROVISIONS FOR LOW VOLTAGE WIRING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR UNLESS CODES OR LABOR SITUATIONS DO NOT PERMIT. IF THE MECHANICAL CONTRACTOR CAN NOT PERFORM LOW VOLTAGE WIRING, THE MECHANICAL CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR, AS PART OF THE HVAC BID DOCUMENT, TO HAVE THE ELECTRICAL SUBCONTRACTOR INCLUDE THIS WORK IN THEIR BID. 2.4.2 POWER WIRING - ALL ELECTRICAL POWER WIRING TO INCLUDE FINAL CONNECTIONS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR. 2.5 GAS PIPING: 2.5.1 SCHEDULE 40 BLACK CARBON STEEL WITH MALLEABLE IRON THREADED FITTINGS. PROVIDE SHUT-OFF VALVE, DIRT LEG, AND UNION AT EACH ROOFTOP UNIT. PAINT ALL GAS PIPING EXPOSED TO WEATHER WITH ONE COAT OF PRIMER, AND TWO COATS OF RUST-PROOF PAINT. COLOR SHALL MATCH BUILDING COLORS. COORDINATE WITH OWNER'S CONSTRUCTION MANAGER. 2.5.2 TREATED WOOD BLOCKING 6x6x12, 8'-0" OC MAS WITH GALVANIZED PIPE STRAP, 1-1/4" ZINC COATED LAG SCREWS AND RUBBER WALKPAD ADHERED TO ROOF. 2.6 MECHANICAL CONTRACTOR RESPONSIBILITIES: 2.6.1 AFTER COMPLETION OF THE WORK DESCRIBED IN THIS SPECIFICATION AND SHOWN ON THE DRAWINGS, THE MECHANICAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVING ALL LABELS AND STICKERS NOT CONTAINING OPERATION INSTRUCTION. MECHANICAL CONTRACTOR SHALL REMOVE CRATING DEBRIS, LEAVING THE INSTALLATION FINISHED AND READY FOR OPERATION, TO INCLUDING CLEAN FILTERS IN AIR HANDLING UNITS. BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. M0.1 MECHANICAL SPECIFICATIONS 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. M0.2 MECHANICAL SCHEDULES 03/19/2021 Reviewed by SAFEbuilt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com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. M0.3 MECHANICAL DIAGRAMS 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 DN UP RE W/DW/D W/DW/D W/DW/D DW RE F DW RE F DW REF DW F FF GG HH 4 4 3 3 2 2 9 CC EE DD B A 6 6 7 7 8 8 5 5 1 1 203 APARTMENT 202 APARTMENT 204 APARTMENT 201 APARTMENT )&&  )&&  )&&  )&&  ) ) ) ) ()  ()  ()  ()  %[ ()  ()  [6$ %[ $[ %[ %[ %[ %[ %[ %[ %[ [ /15 6$   [     6 $ [ /15 6$ [ /15 6$ %[%[ %[ $[ ‘ %[ [ /15 6$   [        / 1 5  6 $ %[ $[ $[ $[ %[ () %[ %[ %[ ‘6$   ‘  6 $   ‘  6 $   [        / 1 5  6 $ $[ $[ $[ $[ %[%[ %[ [ /15 6$ $[ $[ $[ $[  ‘  ‘  ‘  ‘ ‘ ‘ ‘  ‘  ‘  ‘   ‘  ‘ ‘ ‘ ‘ ‘ ‘  ‘  ‘  ‘  ‘  ‘  ‘   ‘  ‘  ‘ '8&783,172-2,67&$9,7< 3529,'(5$',$7,21'$03(5  ‘     ‘  ‘ 5287(,1-2,67&$9,7< 7<3$//(;+$867)$1'8&7    ‘  ‘  ‘ ‘9‘&$  ‘  9  ‘  & $         ‘  9      ‘  & $  ‘ ‘9‘&$  &[  [ /15 5$ &[  [ /15 5$ &[ [ /15 5$ &[ 7<3  &[ 7<3    &[ 7<3  &[ 7<3   &[ 7<3   &[ 7<3  &[ 7<3   &[ [ /15 5$ 5$ 5$ 5$ 5$  5287(,1-2,67&$9,7< 7<3$//'5<(59(17 (;+$867'8&7 :$7(5 +($7(5 :$7(5 +($7(5 :$7(5 +($7(5 :$7(5 +($7(5 [ /15 6$ 5287(,1-2,67&$9,7< 7<3$//6833/<$,5723 7$.(2))&211(&7,216  ‘ $[ $[  ‘  ‘ $[ ‘ $[ $[ ‘ ‘ 5287(,1-2,67&$9,7< 7<3$//6833/<$,5723 7$.(2))&211(&7,216 5287(,1-2,67&$9,7< 7<3$//6833/<$,5723 7$.(2))&211(&7,216 5287(,1-2,67&$9,7< 7<3$//6833/<$,5723 7$.(2))&211(&7,216 ‘ ‘ $[  ‘‘     BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. M1.2 SECOND FLOOR - MECHANICAL 6&$/( 6(&21')/2250(&+$1,&$/     0 :25.127(6  ‘7<3(%9(17'8&7,167$//'8&7$1'6,'(:$//7(50,1$7,21$&&25',1*72 0$18)$&785(55(&200(1'$7,216  3529,'(;9(17'28%/((;+$867/289(5)25‘(;+$867$,5&211(&7,216  3529,'(;9(176,1*/((;+$867/289(5)25‘'5<(59(17  3529,'(&21&(175,&9(17.,7)25&20%867,21$,5$1'9(17)520)851$&( 6,'(:$//7(50,1$7,21$&&25',1*720$18)$&785(55(&200(1'$7,216  3529,'(;9(176,1*/((;+$867/289(5)25‘(;+$867$,5&211(&7,21  3/$&(/2:5(7851*5,//(,1%('5220$1'+,*+5(7851*5,//(21287(5:$// 2)%('522087,/,=(63$&(%(7:((1678'6)255(7851$,53$7+  3/$&(5(7851$,5*5,//(6%$&.72%$&./2&$7($%29('225  3529,'(;9(17'28%/((;+$867/289(5)25‘'5<(59(17&211(&7,21$1' ‘(;+$867$,5&211(&7,21  3/$&(5(7851$,5*5,//(/2:21:$//  3/$&(5(7851*5,//($%29('225:$< 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 DN W/D W/D RE F W/D RE F FF GG HH 4 4 3 3 2 2 9 CC EE DD B A 6 6 7 7 8 8 5 5 1 1 301 APARTMENT 302 APARTMENT ) ) ()    ()    ()   ()   $[ $[ $[ $[$[ $[ $[ $[ $[ $[  ‘ ‘  ‘   ‘  ‘  ‘ $[ $[ $[ $[ $[$[ $[  ‘  ‘  ‘  ‘  ‘  ‘ $[   ‘ [ /15 6$ 5$  $[ $[  ‘  ‘  ‘ [ /15 6$ $[  ‘ $[  ‘  ‘ $[ $[  ‘     &[  &[ 7<3    &[ 7<3   &[ 7<3   &[ 7<3   &[ 7<3   &[ 7<3  )&&  )&&  &[ 5$ [ /15 6$ :$7(5 +($7(5 :$7(5 +($7(5  ‘ %[ %[ [ /15 6$ 5287(,1-2,67&$9,7< 7<3$//6833/<$,5723 7$.(2))&211(&7,216 5287(,1-2,67&$9,7< 7<3$//6833/<$,5723 7$.(2))&211(&7,216  BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. M1.3 THIRD FLOOR - MECHANICAL 6&$/( 7+,5')/2250(&+$1,&$/     0 :25.127(6  ‘($'8&7837+528*+522)7(50,1$7($7522):,7+9(17&$33529,'(' :,7+%8,/7,1%$&.'5$)7'$03(5$1'3527(&7,9(%,5'6&5((1  ‘'5<(59(17837+528*+522)7(50,1$7($7522):,7+9(17&$3/(66 3527(&7,9(%,5'6&5((1  [5(7851*5,//(:,7+/,1('5(7851'8&7%$&.72)851$&(9,$%27720 5(7851  ‘7<3(%9(17'8&7,167$//'8&7$1'6,'(:$//7(50,1$7,21$&&25',1*72 0$18)$&785(55(&200(1'$7,216  ‘7<3(%9(17'8&7,167$//'8&7$1'9(177+58522)7(50,1$7,21 $&&25',1*720$18)$&785(55(&200(1'$7,216  3529,'(&21&(175,&9(17.,7)25&20%867,21$,5$1'9(17)520)851$&( 7(50,1$7,217+58522)$&&25',1*720$18)$&785(55(&200(1'$7,216  3/$&(/2:5(7851*5,//(,1%('5220$1'+,*+5(7851*5,//(21287(5:$// 2)%('522087,/,=(63$&(%(7:((1678'6)255(7851$,53$7+  3/$&(5(7851$,5*5,//(6%$&.72%$&./2&$7($%29('225  3/$&(5(7851$,5*5,//(/2:21:$//  3/$&(5(7851*5,//($%29('225:$< 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 FF GG HH 4 4 3 3 2 2 9 CC EE DD B A 6 6 7 7 8 8 5 5 1 1 975         975 BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. 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P0.0 PLUMBING INDEX, LEGEND, AND NOTES 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. P0.1 PLUMBING SCHEDULES 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 5()(5723/$1127(6$1'),;785(6&+('8/()25025(,1)250$7,213,3,1*$55$1*(0(176+2:1,6 6&+(0$7,&9(5,)<$//&211(&7,216,=(6$1'/2&$7,2163(50$18)$&785(565(48,5(0(176$'-86772 68,7),(/'&21',7,2165()(572)/2253/$16)253,3(6,=(63529,'(6(,60,&675$325%5$&,1*,)$6 5(48,5('%</2&$/$87+25,7,(63529,'(+($775$3$1'$8720$7,&9$&8805(/,()9$/9(:+(15(48,5(' %</2&$/$87+25,7,(6 )8//6,=('5$,1 /,1(72)/225'5$,1 :$7(5+($7(5 35(6685( 7(03 5(/,()9$/9( ,62/$7,219$/9( 7<3 81,21 7<3 (;3$16,217$1. 3529,'(68332576 $61(&(66$5< &+(&.9$/9( 7<3 1767$1.:$7(5+($7(5  176 (1'2)6(59,&(/,1(   :<( 39&  0,1(;3$16,21-2,170$7(5,$/ &21&5(7(68332573$' 39&3,3(678% $'$37(5),77,1**/($1287 7+5($'('3/8* 6((6(&7,21'(7$,/$75,*+71((1$+525&/($1287&29(5 )5$0( $33529('(48$/ &/($1287',$*5$0  '20(67,&:$7(5(175<176 *$6$33/,$1&(&211(&7,21',$*5$0 ',57/(* )8//6,=(;/21* *$6(48,30(17 *$63,3,1* 176 '28%/(&/($128772*5$'( ),1,6+('*5$'(3529,'( [['((3 &/($1287$&&(66&29(5 7<3  &,&/($1287 )(558/($1'3/8* 7<3  663,3,1*5(3/$16)25 6,=( )/2: 176 9(177+528*+522)'(7$,/ 522),168/$7,21 PLUMBING CONTRACTOR OF VENT THRU ROOF IS BY TO COORDINATE INSTALL. ROOFING CONTRACTOR. FLASHING AND COUNTERFLASHING 522)'(&. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR A MINIMUM OF 3'-0" FROM PROPERTY LINES, 10'-0" HORIZONTALLY OR 3'-0" VERTICALLY ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKES, 1'-0" FROM ANY VERTICAL SURFACE, 5'-0" FROM PARAPETS, AND 1'-6" FROM EXPANSION JOINTS, EQUIPMENT CURBS, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. ANCHOR PIPE TO ROOF DECK WITH U-BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO ROOF DECK OR JOIST. MINIMUM 12" BELOW ROOF NO-HUB PIPE CONNECTORS ON CAST IRON PIPE OR BELL AND SPIGOT IF PVC.PROVIDE PIPE INCREASER IF/WHERE CODE REQUIRES A MINIMUM 3" VENT THRU ROOF CORE DRILL ROOF OR PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK. PROVIDE FIRE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TO HEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET. 176 *$6%$//6+872))9$/9( 81,21 ,62/$7,219$/9( 6((3/$16)256,=( 5('8&('35(6685( %$&.)/2:35(9(17(5 $66&+('8/(' )/22567$1' 0,1$))0$;$)) 72'20(67,&:$7(56<67(0 (;7(5,25:$// ),1,6+(')/225 '5$,1/,1()8//6,=(2)$,5 *$3',6&+$5*(72'61 ),;('$,5*$3 7+5867%/2&. $1&+253,3,1* 72)/225 $1'6/((9( 7+528*+)/225 ),1,6+('*5$'( '61 %$&.:$7(59$/9( NOTE: 1. OPTION TO TERMINATE WITH ROOF CAP. RE: MECHANICAL AND PLUMBING PLANS BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. P0.2 PLUMBING DIAGRAMS 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 UP W/DW/D W/DW/D DW RE FDW RE F RISER GARAGE 102 GARAGE 301 GARAGE 302 GARAGE 204 GARAGE 203 GARAGE 202 GARAGE 201 GARAGE 101 STORAGE STORAGE FF GG HH 4 4 3 3 2 2 9 CC EE DD B A 6 6 7 7 8 8 5 5 1 1 102 APARTMENT 101 APARTMENT     &:/,1(6720(7(5 7<3$// ':+  ':+  &:83  $37 &:83  $37 &:83  $37 &:83  $37 &:83  $37 :% ,0% &:83  $37 :% ,0% 6%7 :& / / :& 6+ 6 %7 / :&   * :& $37     *      : &      $ 3 7      * :& $37 *83 :& $37     *      : &      $ 3 7      *83 :& $37 *83 :& $37     *      : &      $ 3 7      *83 :& $37 * :& $37 *83 :& $37 *83 :& $37 * :&0%+&)+ %(/2:*5$'( &:  +:  &: &:  +:   & :    &:+:+: &:   & :   +:  &:  )3:+ )3:+ )3:+ )3:+ &: &:   & : &:&:   & : &:     & : &: 7<3 &:726(59(+286(),;785(6 +286(0(7(5 &:726(59(+286(),;785(6 ) ) ': ': &:%(/2:*5$'( 0  0 0 0 0 53%3 &: ),5(&211(&7,21   *      : &      $ 3 7        *      : &      $ 3 7       $)) $)) $)) $)) BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. P1.1 GROUND FLOOR - WATER AND GAS 6&$/( *5281')/225:$7(5$1'*$6     3 :25.127(6  5(&,9,/'5$:,1*6)25&217,18$7,21  7:252:62))28567$&.(':$7(50(7(56($&+$3$570(1772+$9( 6+872))9$/9($1':$7(50(7(50(7(5)25+286(:,7+6+872))9$/9( 727$/:$7(50(7(56  &:$1'%$&.)/2:35(9(17(5)25/$1'6&$3(  5()(5(1&(7$1.:$7(5+($7(5',$*5$0)25&211(&7,215(48,5(0(176  5287('20(67,&+:$1'&:,1&$%,1(75<72,6/$1'),;785(6  727$/*$60(7(5667$&.('3(5*$6&203$1<5(48,5(0(176  $37*$60(7(5 :&0%+&)+ $37*$60(7(5 :&0%+&)+ $37*$60(7(5 :&0%+&)+ $37*$60(7(5 :&0%+&)+ $37*$60(7(5 :&0%+&)+ $37*$60(7(5 :&0%+&)+ $37*$60(7(5 :&0%+&)+ $37*$60(7(5 :&0%+&)+ 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 DN UP RE W/DW/D W/DW/D W/DW/D DW RE F DW RE F DW REF DW F FF GG HH 4 4 3 3 2 2 9 CC EE DD B A 6 6 7 7 8 8 5 5 1 1 203 APARTMENT 202 APARTMENT 204 APARTMENT 201 APARTMENT &:'1  &:'1  &:'1  $37 &:'1  &:'1  $37 &:'1  $37 &:83  $37 &:83  $37 :% ,0% ,0% :% :% :% ,0% ,0%  ':+  ':+  ':+  ':+     6+:& / %7 :& / 6 6 / :& :& /6+ %7 %7 :&:& 6+ // 6 6 %7 :& / *'1 :& $37*'1 :& *83 :& $37 *83 :& $37 &:+:&:+: &: &:      & :     & :     + :     & :     + : &:+: &:  &:+: &:+: &:+: * :&     *      : &     &:+:&:+:   & :     + :   +:  &:+:&:+: &:  +:      & :     + : +: +:  ) ) )) ': ': ': ': *'1 :& $37 *'1 :& $37     & :     + : *'1 :& $37 *'1 :& $37   BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. P1.2 SECOND FLOOR - WATER AND GAS 6&$/( 6(&21')/225:$7(5$1'*$6     3 :25.127(6  5287('20(67,&+:$1'&:81'(56/$%72,6/$1'),;785(6  5()(5(1&(7$1.:$7(5+($7(5',$*5$0)25&211(&7,215(48,5(0(176  5287('20(67,&+:$1'&:,1&$%,1(75<72),;785(6$92,'5287,1*,1 (;7(5,25:$//  5()(5(1&(*$6$33/,$1&(&211(&7,21',$*5$0 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 DN W/D W/D RE F W/D RE F FF GG HH 4 4 3 3 2 2 9 CC EE DD B A 6 6 7 7 8 8 5 5 1 1 301 APARTMENT 302 APARTMENT &:'1  &:'1  $37 ':+  ':+ :% ,0% :% ,0%   %7 :& / 6 :& 6+ // / :&6+ :& %7 6 *'1 :& $37     *      : &     *'1 :& $37     *      : &     &:+:     & :     + : &:  +:  &:  +:      & :     + : &:+:&:+: &: +:  )) ': ': &: +:   BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. P1.3 THIRD FLOOR - WATER AND GAS 6&$/( 7+,5')/225:$7(5$1'*$6     3 :25.127(6  5287('20(67,&+:$1'&:81'(56/$%72),;785(6  5()(5(1&(7$1.:$7(5+($7(5',$*5$0)25&211(&7,215(48,5(0(176  5287('20(67,&+:$1'&:,1&$%,1(75<72),;785(6$92,'5287,1*,1 (;7(5,25:$//  5287('20(67,&+:$1'&:,1&$%,1(75<72/$9$725<5287( '20(67,&&:81'(56/$%72:$7(5&/26(7$92,'5287,1*,1(;7(5,25:$//  5()(5(1&(*$6$33/,$1&(&211(&7,21',$*5$0 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 UP W/DW/D W/DW/D DW RE FDW RE F RISER GARAGE 102 GARAGE 301 GARAGE 302 GARAGE 204 GARAGE 203 GARAGE 202 GARAGE 201 GARAGE 101 STORAGE STORAGE FF GG HH 4 4 3 3 2 2 9 CC EE DD B A 6 6 7 7 8 8 5 5 1 1 102 APARTMENT 101 APARTMENT )' )' *&2 ,(    66  )&2 6683  6683  6683  983  983  $$9 / :& 6+ 6 %7 / :& 6 %7 :& / 6 6 66    9 9 66  9 66  66    9   9   6 6      6 6    66  66    9 66 66    9   9       9 9   6 6     6 6   66        9       9 9 66  66  66  )' 66  $$9  ': ': :% :%       9 39&5$'215,6(583 &211(&7('72'5$,17,/( 5($5&+7(50,1$7(7+528*+ 522):,7+9(17&$3  6666 66 66 )')')')' )' )' )' )'   6 6   6 6   6 6   6 6 9837(50,1$7(:,7+9(17&$3 02'(/%52$118721(522)&$3 BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. P2.1 GROUND FLOOR - SEWER AND VENT 6&$/( *5281')/2256(:(5$1'9(17     3 :25.127(6  5(&,9,/'5$:,1*6)25&217,18$7,21  5287(9(1772 $))$1'3529,'(:,7+$$9  *$5$*('5$,15(&,9,/3/$16)25'$</,*+7'5$,1$*(72'5$,1$*( 6:$/( 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 DN UP RE W/DW/D W/DW/D W/DW/D DW RE F DW RE F DW REF DW F FF GG HH 4 4 3 3 2 2 9 CC EE DD B A 6 6 7 7 8 8 5 5 1 1 203 APARTMENT 202 APARTMENT 204 APARTMENT 201 APARTMENT )' )' )' )' 66'1  66'1  66'1  983  6683  6683  9'1  983  9'1  $$9 $$9 $$9 $$9 6+ :& / %7 :& 6 6 / :& :& /6+ %7 %7 :& :& 6+ // 6 6 %7 :& / / 66  9 66  66  66    6 6          9       9 9 9       9 66  66    6 6      6 6    66  9 9'1   9        9 9 66  66    6 6   66  66  66'1  9   9   9   9 ': ': ': ': :% :% :% :% BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. P2.2 SECOND FLOOR - SEWER AND VENT 6&$/( 6(&21')/2256(:(5$1'9(17     3 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 DN W/D W/D RE F W/D RE F FF GG HH 4 4 3 3 2 2 9 CC EE DD B A 6 6 7 7 8 8 5 5 1 1 301 APARTMENT 302 APARTMENT )' )' 9'1  975  66'1  66'1  975  9'1  $$9 $$9 %7 :& / 6 :&6+ // / :& 6+ :& %7 6 66  66  66  66    6 6    9 9   9 66    9 9 66  66    6 6    ': '::% :% BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: 7K H  0 H D G R Z  & R Q G R P L Q L X P V DW  : L O G I L U H    % X L O G L Q J  + TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/19/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASISArchitecture, P.C. P2.3 THIRD FLOOR - SEWER AND VENT 6&$/( 7+,5')/2256(:(5$1'9(17     3 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/16/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASIS Architecture, P.C. E0.0 ELECTRICAL INDEX AND LEGEND ELECTRICAL SYMBOLS LIST (NOT ALL SYMBOLS MAY APPEAR IN THESE DRAWINGS) RECESSED MOUNTED LINEAR SURFACE MOUNTED LINEAR FLANGED MOUNTED LINEAR SUSPENDED MOUNTED LINEAR LINEAR STRIP WALL MOUNTED LINEAR WALL BRACKET OPEN DOWNLIGHT, SURFACE OR RECESSED RECESSED ADJUSTABLE DOWNLIGHT TRACK AND TRACK HEAD DECORATIVE FIXTUREJ LIGHTING CONTROL STATIONLCS EXIT SIGN, SINGLE FACE, CHEVRONS AS EXIT SIGN, DUAL FACE, CHEVRONS AS SHADING INDICATES WIRING DEVICES ON EMERGENCY POWER SOURCE INDICATED INDICATED SWITCH, SINGLE POLES a SWITCH, THREE POLES 3a DIMMER SWITCH, SINGLE POLED a DIMMER SWITCH, THREE POLES 3a OCCUPANCY SWITCH, SINGLE POLE,O a DUAL-TECHNOLOGY, UON CEILING MOUNTED OCCUPANCY SWITCH, JOC SINGLE POLE, DUAL-TECHNOLOGY, UON CONTROL STATION JUNCTION BOXJJ DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, GFCI DUPLEX RECEPTACLE, HALF-SWITCHED SPECIALTY RECEPTACLE (NEMA/IEC) ILLUMINATED SIGNAGESIGN S COMBINATION DISCONNECT/MOTOR STARTER, 30 AMP, SIZE '1' UON DISCONNECT SWITCH, NON-FUSED, HEAVY-DUTY, 30 AMP, UON DISCONNECT SWITCH, FUSED, HEAVY DUTY, 30 AMP, UON N F LA-1,3,5 HOMERUN: (6) #12 AWG + (1) #12 AWG GRD, CU, TO PANEL 'LA' CIRCUITS 1, 3, 5 - 3/4''C MECHANICAL/PLUMBING EQUIPMENT DESIGNATION FCU 1 PANELBOARD, FLUSH MOUNT PANELBOARD, SURFACE MOUNT DISTRIBUTION TRANSFORMERT SWITCH, MANUAL MOTOR STARTERS M TYPICALTYP UNLESS OTHERWISE NOTEDUON WEATHER-PROOFWP EXISTING TO REMAIN(E) RELOCATED(R) EXISTING TO BE REMOVED(X) HORSEPOWERHP VARIABLE FREQUENCY DRIVEVFD COUNTERCTR GROUNDGRD TWIN-HEAD EMERGENCY LIGHT NIGHT LIGHT (UNSWITCHED)NL FUSE PER EQUIPMENT NAMEPLATEFPEN POLE MOUNTED LIGHT EXISTING TO BE RELOCATED(E/R) RECESSED CLOCK RECEPTACLE CONTACTOR PHOTOCELLPC FURNISHED BY OTHERSFBO FLUSH FLOOR DUPLEX RECEPTACLE CIRCUITING IN WALL OR ABOVE CEILING CIRCUITING IN FLOOR OR BELOW GRADE OVERHEADO/H DUPLEX RECEPTACLE - CEILING MOUNTED CIRCUITING WITH ISOLATED GROUND CONDUCTOR EXIT SIGN, SINGLE FACE, CHEVRONS AS INDICATED, INTEGRAL EMERGENCY LIGHT DUPLEX RECEPTACLE, ISOLATED GROUND CEILING MOUNTED DAYLIGHT JDS SENSOR, 0-10V UON ( = WIRELESS) UNDERCOUNTERU/C # POWER/TELECOM RISER EXIT SIGN, LOW-LEVEL BOLLARD LIGHT FIXTURE IN-GRADE DOWNLIGHT FIRE-SMOKE DAMPERFSD 50% CONTROLLED RECEPTACLE (DUPLEX, DOUBLE DUPLEX, ETC.) ( = WIRELESS) ( = WIRELESS) 100% CONTROLLED RECEPTACLE (DUPLEX, DOUBLE DUPLEX, ETC.) TELECOM SYMBOLS LIST (NOT ALL SYMBOLS MAY APPEAR IN THESE DRAWINGS) C JS V WAP TELECOM OUTLET: PROVIDE FLUSH MOUNT 4S JUNCTION BOX WITH 2-GANG OPENING AND MUD-RING. ROUTE (1) 3/4" CONDUIT TO ACCESSIBLE ABOVE CEILING SPACE COMPLETE WITH PULLSTRING. FUTURE CABLING BY OTHERS. CEILING MOUNT SPEAKER WALL MOUNT SPEAKER D2 V2 D1/V1 TELECOM OUTLET COMPLETE WITH CABLING/, JACKS, CONVENTIONS AS FOLLOWS: D = DATA V = VOICE # = QUANTITY OF CABLES/RJ45 JACKS, EACH JS WIRELESS ACCESS POINT CCTV SYSTEM CAMERA VOLUME CONTROL STATION FLUSH FLOOR TELECOM OUTLET TV A/V SYSTEM SCREEN OUTLET P = POINT-OF-SALE TELECOM RACK, 2-POST, 45U, UON TELECOM RACK, 4-POST, 45U, UON PLYWOOD MOUNTING BACKBOARD, 3/4" THICK, 8'-0" TALL, WIDTH AS DRAWN, WHITE FIRE RETARDANT PAINT FINISH, #6 CU GROUND WIRE TELECOM CABINET, FLUSH MOUNT TELECOM CABINET, SURFACE MOUNT EQUIPMENT ROOMER TELECOM ROOMTR MICROPHONE INPUT JACKM AVI A/V SYSTEM INTERFACE TOUCHPAD, +48'' AFF UON CARD READER, +48" AFF UONCR CLOCK OUTLET JP WALL MOUNT PUBLIC ADDRESS SYSTEM SPEAKER INTERCOMM WALL MOUNT BELL IC SHEET NUMBER SHEET TITLE ELECTRICAL DRAWING INDEX IS S U E F O R P E R M I T 3/ 1 2 / 2 0 2 1 ........ TOTAL:7 . . . . E0.0 ELECTRICAL INDEX AND LEGEND ISSUED FOR REFERENCE ONLY ISSUED FOR CONSTRUCTION E0.1 ELECTRICAL SPECIFICATION E0.2 ELECTRICAL SINGLE-LINE AND PANEL SCHEDULES E0.3 ELECTRICAL CALCULATIONS E2.1 GROUND FLOOR - ELECTRICAL PLAN E2.2 SECOND FLOOR - ELECTRICAL PLAN E2.3 THIRD FLOOR - ELECTRICAL PLAN 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/16/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASIS Architecture, P.C. E0.1 ELECTRICAL SPECIFICATION 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 03/19/2021 Reviewed by SAFEbuilt 07/14/2021 BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: Th e M e a d o w C o n d o m i n i u m s at W i l d f i r e - B u i l d i n g H TB D W i l d f i r e R d Es t e s P a r k , C O 8 0 5 1 7 03/16/2021 PERMIT SET G2#: 2021015 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM © BASIS Architecture, P.C. E0.3 ELECTRICAL CALCULATIONS 03/19/2021 Reviewed by SAFEbuilt 07/14/2021