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Home My WebLink AboutPLANS New Multi-Family Building 1826 Widfire Rd Building E 2020-07-13PHASE 1 (1) TYPE A ARCHITECT STAMP LIMITED TO PHASING AND ACCESSIBLE NOTATIONS ONLY 6/24/20 (2) TYPE B! GROUND FLOOR (2) TYPE B GRND FLR (1) TYPE A (1) TYPE B GRND FLR (2) TYPE B GRND FLR (2) TYPE B GRND FLR (2) TYPE B GRND FLR 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 G0.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue/Date: © BASIS Cover Sheet CD - 2/1/20 - 6/24/20 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 E 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 6/24/20 COVER/CODE CODE/ASSEMBLIES 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 CODE PARKING PLAN MAIN FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN ELEVATIONS SECTIONS SECTIONS DOORS & WINDOWS Reflected Ceiling Plan CD 01 02 03 CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL S1 S2 S3 S4 S5 S6 S7 S8 S9 M0.0 M0.1 M2.0 M2.1 M2.2 M2.3 P0.0 P0.1 P2.0 P2.1 P2.2 P2.3 P2.4 P3.0 P4.0 P5.0 E0.0 E0.1 E0.2 E0.3 E2.1 E2.2 E2.3 CIVIL SEPERATE ISSUE GENERAL NOTES FOUNDATION PLAN MAIN FLOOR FRAMING SECOND FLOOR FRAMING ROOF FRAMING PLAN PARKING FLOOR BRACED WALL PLAN MAIN FLOOR BRACED WALL PLANE SECOND FLOOR BRACED WALL PLAN STRUCTURAL DETAILS MECHANICAL INDEX, LEGEND AND NOTES MECHANICAL SCHEDULES GARAGE LEVEL FLOOR PLAN - MECHANICAL MAIN LEVEL FLOOR PLAN - MECHANICAL UPPER FLOOR PLAN - MECHANICAL ROOF PLAN - MECHANICAL PLUMBING DRAWING INDEX, LEGEND & NOTES PLUMBING SCHEDULES & DIAGRAMS GARAGE LEVEL FLOOR PLAN - PLUMBING MAIN LEVEL FLOOR PLAN - WATER & GAS UPPER LEVEL FLOOR PLAN - WATER & GAS MAIN LEVEL FLOOR PLAN - SEWER & VENT UPPER LEVEL FLOOR PLAN - SEWER & VENT ENLARGED WATER ENTRY - WATER WATER & GAS ISOMETRICS WASTE & VENT ISOMETRIC ELECTRICAL INDEX & LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL SINGLE-LINE & PANEL SCHEDUL… ELECTRICAL CALCULATIONS MAIN LEVEL - ELECTRICAL PLAN SECOND LEVEL - ELECTRICAL PLAN THIRD LEVEL - 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 E 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 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. 11/29/19 CD Permit Application Set ISSUE DATE ISSUE ID DISCRIPTION 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 5/11/20 Rev 1 Revisions per Review 1 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 - 2/1/20 - 6/24/20 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 E 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 6/24/20 &20FKHFN6RIWZDUH9HUVLRQ&20FKHFN:HE Envelope Compliance Certificate 3URMHFW7LWOH ,(&& 3URMHFW7\SH1HZ&RQVWUXFWLRQ 9HUWLFDO*OD]LQJ:DOO$UHD /RFDWLRQ(VWHV3DUN&RORUDGR &OLPDWH=RQHE &RQVWUXFWLRQ6LWH 7%':LOGILUH5G (VWHV3DUN&RORUDGR 2ZQHU$JHQW 7KH0HDGRZ&RQGRPLQLXPVDW :LOGILUH 'HVLJQHU&RQWUDFWRU :HVWRYHU&RQVWUXFWLRQ 3URMHFW,QIRUPDWLRQ (QHUJ\&RGH :LOGILUH%XLOGLQJ) 5HGXFHGLQWHULRUOLJKWLQJSRZHU5HTXLUHPHQWVDUHLPSOLFLWO\HQIRUFHGZLWKLQLQWHULRUOLJKWLQJDOORZDQFHFDOFXODWLRQV $GGLWLRQDO(IILFLHQF\3DFNDJHV Building Area Floor Area 1-Residential (Multifamily) : Residential 9100 (QYHORSH$VVHPEOLHV Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter )ORRU2YHU*DUDJH2XWVLGH:RRG)UDPHG>%OGJ8VH 5HVLGHQWLDO@ 4525 45.0 0.0 0.023 0.033 ([W)UDPHG:DOOV:RRG)UDPHGLQRF>%OGJ8VH 5HVLGHQWLDO@ 7895 21.0 0.0 0.062 0.064 :LQGRZV3DWLR'RRUV:RRG)UDPH2SHUDEOH3HUI6SHFV 3URGXFW,'3HOOD/LIHVW\OH6HULHVRU(T6+*&>%OGJ8VH 5HVLGHQWLDO@bE 745 ------0.330 0.450 (QWU\)*'RRU:RRG6ZLQJLQJ>%OGJ8VH5HVLGHQWLDO@ 32 ------0.220 0.370 *DUDJH6WDLU'RRU,QVXODWHG0HWDO6ZLQJLQJ>%OGJ8VH 5HVLGHQWLDO@ 21 ------0.600 0.370 5RRI$WWLF5RRI:RRG-RLVWV>%OGJ8VH5HVLGHQWLDO@ 4651 45.0 0.0 0.023 0.021 (a)%XGJHW8IDFWRUVDUHXVHGIRUVRIWZDUHEDVHOLQHFDOFXODWLRQV21/<DQGDUHQRWFRGHUHTXLUHPHQWV (b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ayson McMurren - Project Manager 11/7/19 1 1 1 1 1 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" 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" GWB -2x6 WD STUDS @ 16" OC -ACOUSTIC INSUL. (BED/BATH) -5/8" TYPE 'X' GWB W4 - 5/8" TYPE 'X' GWB - 1/2" SOUNDBOARD - 2x6 WD STUDS @ 16" OC - ACOUSTIC INSULATION IN CAVITY - 5/8" TYPE 'X' GWB H4 -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 (1500PSI) + MAT -1/4" ACOUSTI-MAT AT TILE/LVT (NOT REQ'D AT CARPET) 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 W5 -5/8" GWB -ACOUSTIC INSULATION IN CAVITY -CROSS BRACING FOR ANGLE CLIPS -2x6 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 -2x6 WD STUDS @ 16" o.c. (STAGGERED) -CROSS BRACING FOR ANGLE CLIPS -ACOUSTIC INSULATION IN CAVITY -5/8" GWB W6 -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 (1500PSI) + 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 ASSEMBLY -(2) LAYERS 5/8" TYPE 'C' GWB TO INSIDE FACE JOISTS & UNDERSIDE OF FLOOR SHEATHING EXHAUST VENTS 3-SIDED GYP WRAP W7 - 5/8" TYPE 'X' GWB - GREEN GLUE COMPOUND (.66 TUBES/SHEET) - 5/8" TYPE 'X' GWB - RESILIENT CHANNEL - 2x6 WD STUDS @ 16" OC - MIN R13 FIBERGLASS INSULATION IN CAVITY - 5/8" TYPE 'X' GWB - GREEN GLUE COMPOUND (.66 TUBES/SHEET) - 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 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 CORRIDOR WALL - W4 1-HR LISTING: UL-U305 UNIT SEPARATION WALL - W5 2-HR BEARING LISTING: U-375 (CONFIG. D) 2x6 INTERIOR WALL - W3 0-HR LISTING: NA HALL APARTMENT ROOF/CEILING - H4 1-HR LISTING: GA 2606 FLOOR/CEILING - H2 1-HR LISTING: UL L574 Main Ceiling - 2nd Floor WALL TO CEILNG CONNECTIONS UNIT SEPARATION WALL - W6 2-HR NON-BEARING 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 7 NON-RATED PARTITION INTERSECTION - SEE ITEM 12 EXHAUST CHASE WRAP - H2.1 1-HR Main Ceiling - 2nd Floor STAIR ENCLOSURE WALL - W7 2-HR LISTING: UL-U334 NON-RATED PARTITION INTERSECTION *NO PENETRATION IN 2-HR WALL H3 2015 IBC Code Study Use & Occupancy Class -- Chapter 3 Proposed:R-2 Apartments S-2 Parking Garage Special Requirements -- Chapter 4 Enclosed Parking Garage 406.6 Heights & Areas Allowable Heights & Areas per 504 and 506 as modified by Section 507 Ventilation Mechanical ventilation per IMC 2015 Auto. Sprinkler System Sprinkler per 903.2.10 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 Height & Area Limitations -- Chapter 5 Construction Type:V-B S13R Use Group: R-2 S-2 Allowable Height:Table 504.3 60’ No. Stories:Table 504.4 3 Area Limitation Allowable area: Table 506.2 7,000sf (R-2) Frontage Increase: 506.2.4 506.3.3 4,152sf (R-2) If = 0.59 [F/P-.25]*W/30 F=242’ P = 287’ W=30’ Total Allowable: 506.4 11,152sf (R-2) Mixed Occupancy, Multi-story 506.4 508.2 Main Floor 4,700sf (R-2)2nd Floor 4,200sf (R-2) **Not factored into allowable area** 506.1.3 Lower Floor (Basement) 4,460sf (S-2) Parking Occupancy Separation Table 508.4 2hr (R: S-2) 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: 2 hr 713.4 Stair enclosure Mixed Occupancy, Multi- story 506.4 508.2 Main Floor 4,700sf (R-2) 2nd Floor 4,200sf (R-2) **Not factored into allowable area** 506.1.3 Lower Floor (Basement) 4,460sf (S-2) Parking Occupancy Separation Table 508.4 2hr (R: S-2) 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: 2 hr 713.4 Stair enclosure 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 2hr 711.2.4.5 509.4.2 Separation between Sleeping Units *Note supporting construction not req’d to be fire resistance rated Separation between R + S-2 per 508.4 Incidental uses protected by sprinkler designed to resist passage of smoke Shaft Enclosures:2hr 713.4 Stair enclosure Penetrations: 1hr 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 1hr & 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:1hr Max 100sq in glazed vision panel Corridor wall Fire Partitions: 20 min 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 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: NoneHorizontal assemblies: 1 hr 711.2.3 2hr 711.2.4.5 509.4.2 Separation between Sleeping Units *Note supporting construction not req’d to be fire resistance rated Separation between R + S-2 per 508.4 Incidental uses protected by sprinkler designed to resist passage of smokeShaft Enclosures:2hr 713.4 Stair enclosure Penetrations: 1hr 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 1hr & 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:1hr Max 100sq in glazed vision panel Corridor wall Fire Partitions: 20 min 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 803.13 R/S Class C Corridors, Exit Access Stairs, Rooms + Spaces Fire Protection Systems -- Chapter 9 Automatic Sprin- kler systems: 903.3.1.2 NFPA 13 R NFPA 13 AT GARAGE Manual Fire Alarm 907.2.9.1 Ex.2 Not Req’d: Sprinklered w/notification Single + Multi- ple station smoke alarms 907.2.11.2 Required in and directly outside of each sleeping room, interconnected within each unit Carbon Monox- ide 915.2.1 Required directly outside of each sleeping area Means of Egress - Chapter 10 Ground Floor Parking 1/200 (gross)4,460sf/200 = 23 First Floor Unit 201:1/200 (gross)709sf/200 = 4 Unit 202:1/200 (gross)950sf/200 =5 Unit 203:1/200 (gross)1,190sf/200 = 6 Unit 204:1/200 (gross)1,187sf/200 = 6 Total First Floor:21 Second Floor Unit 301:1/200 (gross)709sf/200 = 4 Unit 302:1/200 (gross)909sf/200 =5 Draftstopping, Attics 718.4.2 Ex.3 Attic draftstopping req’d above every two dwelling units, R-2, < 4storiesInterior Finishes - Chapter 8Flame Spread Table 803.13R/S Class C Corridors, Exit Access Stairs, Rooms + SpacesFire 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 areaMeans of Egress - Chapter 10Ground FloorParking 1/200 (gross)4,460sf/200 = 23First FloorUnit 201:1/200 (gross)709sf/200 = 4Unit 202:1/200 (gross)950sf/200 =5Unit 203:1/200 (gross)1,190sf/200 = 6 Unit 204:1/200 (gross)1,187sf/200 = 6 Total First Floor:21 Second Floor Unit 301:1/200 (gross)709sf/200 = 4 Unit 302:1/200 (gross)909sf/200 =5 Unit 303:1/200 (gross)912sf/200 = 5 Unit 304:1/200 (gross)972sf/200 = 5 Total Second Floor:19 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 Distance 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 88 spaces provided = 4 accessible req’d 6 accessible provided Dwelling Units 1107.6.2.2.1 1107.7.1.1 1107.7.4 Wildfire Condos includes Meadows (9) buildings and Divide (2) buildings x 8 units = 88 units * 0.02 = 2 Type ‘A’ units required. Two bedroom unit Type A unit to be provided in Meadows Building ‘H’ and One bedroom Type A unit 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 4 Type B units provided (See CRS 9-5 Master Plan) Per CRS 9-5-105: 99 units; 42 points req’d (11) Type B (4pts ea) or (7) Type A (6pts ea) 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 Dwelling Units 1107.6.2.2.1 1107.7.1.1 1107.7.4 Type A Units to be provided in buildings with better site/parking 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 4 Type B units provided (See CRS 9-5 Master Plan) Per CRS 9-5-105: 99 units; 42 points req’d (11) Type B (4pts ea) or (7) Type A (6pts ea) 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 1 1 1 1 1 1 1 E E 1/28/19 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 714.3.1 9. MEMBRANE PENETRATIONS IN RATED PARTITIONS SHALL BE IN ACCORDANCE WITH IBC 714.3.2 10. ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE UNLESS NOTED OTHERWISE. 11. REFER TO COMCHECK TABLE FOR ALL ASSEMBLY INSULATION VALUES 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 CD - 2/1/20 - 6/24/20 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 E 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 6/24/20 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 vertically. 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 horizontally. 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 screws 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 vertically. 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 midway 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 horizontally. Fastened with #6 x 2 in. long drywall screws 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 is 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 glass 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 joints 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 assembly. 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 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 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 Plus 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 ﬁbrous 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). 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 assembly, 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 screws 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 tracks 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 (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). 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 assembly, 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 screws 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 tracks 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 vertically. Gypsum board attached to wood studs 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 Materials 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 as described in Item 6A for upper 24 ft. Remaining wall area below requires clips 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 as 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. 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 as described in Item 6A for upper 24 ft. Remaining wall area below requires clips 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 as 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's instructions accompanying the material for speciﬁc mix design. SIKA DEUTSCHLAND GMBH — Type SCHONOX AP Rapid Plus 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 products 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". through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC - Type RC+ Assurance Clip 6F. 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- 23/32 in. wide by 7/8 in. or 1-1/2 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 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 6Fa) to studs. Clips spaced 48 in. OC. Clips 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. CLARKDIETRICH BUILDING SYSTEMS — Type ClarkDietrich Sound Clip 7. Furring Channel — Optional — Not Shown — For use on one side of the wall - Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, ﬂange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 5C or 5D is required. 8. Caulking and Sealants — (Not Shown, Optional) — A bead of acoustical sealant applied around the partition perimeter for sound control. 9. STC Rating — The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: A. Item 2, above — Nailheads Shall be covered with joint compound. B. Item 2, above — Joints As described, shall be covered with ﬁber tape and joint compound. C. Item 5, above — Batts and Blankets* The cavities formed by the studs shall be friction ﬁt with R-19 unfaced ﬁberglass insulation batts measuring 6-1/4 in. thick and 15-1/4 in. wide. 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 assembly. 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 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 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 Plus 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 ﬁbrous netting material attached with staples to the outer face of one row of studs to 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. 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 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. 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 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. 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 — Types 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 are 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 — Type Genie Clip Furring channels are friction ﬁtted into clips. CLARKDIETRICH BUILDING SYSTEMS — Type 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 CERTAINTEED GYPSUM INC — Type C. CGC INC — Types C, IP-X2, IPC-AR, ULIX. 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 eXP-C, FSK-C, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C or PG-C. PANEL REY S A — Type PRC THAI GYPSUM PRODUCTS PCL — Type C. 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. 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 — Type AFB, min. density 1.69 pcf / 27.0 kg/m THERMAFIBER INC — Type 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 — Type 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 CERTAINTEED GYPSUM INC — Type C. CGC INC — Types C, IP-X2, IPC-AR, ULIX. 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 eXP-C, FSK-C, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C or PG-C. PANEL REY S A — Type PRC THAI GYPSUM PRODUCTS PCL — Type C. 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. 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 — Type AFB, min. density 1.69 pcf / 27.0 kg/m THERMAFIBER INC — Type 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 around 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 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: "© 2020 UL LLC" 1-800-356-78872 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 RatingsSTCIICTest 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 Minimum of 18" Truss L534 L546 L558 L562 L574 L585 M503 LVT 54 I0101.15 Ceramic Tile 55 I0101.21 Engineered Wood 55 I0101.18 Carpet and Pad 76 I0101.19 Acousti-Mat 3/8 Sheet Vinyl 56 I0106.28 LVT 55 I0106.26 Ceramic Tile 57 I0106.32 Engineered Wood 56 I0107.05 Carpet and Pad 75 I0106.30 Acousti-Mat 3/8 Premium LVT 57 I0107.27 Ceramic Tile 58 I0107.32 Engineered Wood 58 I0107.29 Carpet and Pad 79 I0107.30 1-1/2" (38 mm) Acousti-Mat 3/4 Sheet Vinyl 57 I0101.25 LVT 56 I0101.23 Ceramic Tile 59 I0101.29 Engineered Wood 57 I0101.26 Carpet and Pad 77 I0101.27 Acousti-Mat 3/4 Premium Sheet Vinyl 58 I0107.20 LVT 59 I0107.19 Ceramic Tile 60 I0107.24 Engineered Wood 60 I0107.21 Carpet and Pad 79 I0107.22 * Contact Maxxon for speciﬁc brand, thickness, and installation details. Other Parallel Chord Truss ULs: For special assemblies and other burn ratings including 2 hr designs, additional Parallel Chord Truss UL Fire Ratings exist. Refer to pages 11 & 12 for a list of these assemblies. The sound tests above are examples of the many sound tests we have on ﬁle. Please refer to the disclaimer on the cover of this guide. For assistance determining the right system and UL Fire Rating for your project, contact your Maxxon Regional Representative at (800) 356-7887. 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 around 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 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: "© 2020 UL LLC" 1 1 1 1 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 CODE CD - 2/1/20 - 6/24/20 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 E 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 6/24/20 42" MIN. 60 " M I N . 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 PLAN VIEW - TOILET REINFORCING FULL 60" REQUIRED AT TYPE A, MAXIMIZE EXTENT OF REINFORCING AT TYPE B 38 " M I N . 4' - 0" MIN. 2' - 0 " M I N . 2' - 4 " 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 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 AT RESIDENTIAL TYPE B WATER CLOSET AND TUB/SHOWER GRAB BAR REINFORCING DETAIL PLAN VIEW - TUB REINFORCING 16"-18" FINISH 1 UP 1 EXIT MAX T R A V E L = 7 6 ' MAX A L L O W E D ( N F P A 1 3 S P R I N K L E R ) = 1 0 0 ' P R O P . L I N E + / - 4 1 ' EXIT DISCHARGE DN UP MAX TRAVEL = 96' EXIT EXIT APARTMENT 201 704 sq ft APARTMENT 202 966 sq ftAPARTMENT 203 1,162 sq ft APARTMENT 204 1,185 sq ft HALL 368 sq ft DN MAX TRAVEL = 90' EXIT APARTMENT 304 972 sq ft APARTMENT 303 911 sq ft APARTMENT 302 968 sq ft APARTMENT 301 702 sq ft HALL 272 sq ft DRAFT STOP RE: ROOF PLAN PARKING GARAGE REF N 1 1 1/16" = 1'-0" Underground Parking Egress 2 1/16" = 1'-0" Main Floor Egress 3 1/16" = 1'-0" Second Floor Egress 4 1/16" = 1'-0" Middle Longitudinal Section SEPARATIONS (RE: ASSEMBLIES G1.0) 2-HR 1-HR DRAFTSTOP 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 PARKING PLAN CD - 2/1/20 - 6/24/20 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 E 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 6/24/20 1/A4.0 1/A4.0 2/A4.0 2/A4.0 UP 103 6' - 8 " 3' - 6 " 100 6' - 8 " 3' - 0 " 102 7' - 9 " 16 ' - 0 " 103A 6' - 8 " 3' - 0 " 101 6' - 8 " 3' - 0 " 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 6.2 6.2 W1 W1 W2 W7 W1 1 1 111 4'-0"10'-5 1/2"24'-1/2"26'-6"11'-6"13'-6" 60 ' 14'-5 1/2"50'-6 1/2"25'-0" 4'-0"15'-0"19'-6"8'-6"15'-0"3'-0"7'-0"18'-0"4'-0"6'-0" 21 ' - 1 0 " 6' - 6 3 / 4 " 6' - 6 3 / 4 " 7' - 1 0 " 4' - 5 1 / 2 " 15'-0"19'-6"23'-6"28'-0" 4'-0"11'-0"9'-0"6'-6"3'-0"1'-0"11'-6"12'-0" 5' - 0 " 5' - 0 " 45 ' - 0 " 9' - 8 3 / 4 " 17 ' - 3 / 4 " 18 ' - 2 1 / 2 " 5' - 0 " 9'-6" 2' - 1 1 1 / 2 " 3' - 9 1 / 8 " 4' - 8 1 / 2 " 19'-0"18'-6"25'-0"14'-0"13'-6" 29 ' - 1 0 " 27 ' - 2 " 50'-6 1/2" 5'-3 1/4"17'-8 3/4" 1'-6"1'-6" 2'-0" 2'-0" 2'-0" 2'-0" 9'-8 3/4" 6' - 1 1 1 / 2 " 4' - 0 " 2' - 0 " 45 ' - 0 " 5' - 0 " 8' - 0 " 21 ' - 1 0 " 22 ' - 2 " 7' - 1 1 1 / 2 " 31 ' - 3 " 13 ' - 9 " 5/ A 4 . 1 5/ A 4 . 1 4/ A 4 . 1 4/ A 4 . 1 1/A4.1 1/A4.1 3/A4.0 3/A4.0 4/A4.0 4/A4.0 2/ A 4 . 1 2/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 TRENCH DRAIN RE: PLUMB TIMBER POST/BEAN ENTRY ROOF CONNECTORS (RE: STRUCT.) PAINTED BLACK, TYP. OFFSET COLUMN/STONE WRAP, SIM. 3/A4.1 CONC. PIER TO 4' A.F.F. FENCING CONC. WALL, TYP. RE: STRUCT. GYP FURR OFFSET FROM ABOVE LOUVER RE: MECH. LOUVER RE: MECH. STEP FND. @ FRAMING BUMP STAIRS PR I V A T E STO R A G E 4 PR I V A T E STO R A G E 3 2 1 8 7 6 5 PARKING GARAGE SPRINKLER RISER COVERED ENTRY EXIT 2/ A 4 . 0 2/ A 4 . 0 REF N1 1/4" = 1'-0" Parking 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 MAIN FLOOR PLAN CD - 2/1/20 - 6/24/20 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 E 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 6/24/20 1/A4.0 1/A4.0 2/A4.0 2/A4.0 ACC W/DACC W/D DW DW DW DN UP B 5' - 0 " 5' - 0 " B 5' - 0 " 5' - 0 " 202 8' - 0 " 6' - 0 " A 4'-0" 5'-0" 20 2 8'-0" 6'-0" A1 4' - 0 " 5' - 0 " B 5' - 0 " 5' - 0 " B1 5' - 0 " 5' - 0 " G 4' - 0 " 2' - 0 " B 5' - 0 " 5' - 0 " C 4' - 6 " 2' - 6 " C 4' - 6 " 2' - 6 " F5'-0" 2'-6" B5'-0" 5'-0" 200A 6' - 8 " 3' - 0 " C 4' - 6 " 2' - 6 " D 5'-0" 8'-0" C 4'-6" 2'-6" 20 1 6'-8" 3'-0" 20 1 6'-8" 3'-0" 20 1 6'-8" 3'-0" F1 5' - 0 " 2' - 6 " F 5' - 0 " 2' - 6 " 202 8' - 0 " 6' - 0 " 20 7 B 6'-8" 2'-10" 20 8 6'-8" 2'-6" 20 8 6'-8" 2'-6" 205B 6' - 8 " 2' - 1 0 " 203 6' - 8 " 2' - 8 " 205B 6' - 8 " 2' - 1 0 " 207B 6' - 8 " 2' - 1 0 " 207B 6' - 8 " 2' - 1 0 " 205B 6' - 8 " 2' - 1 0 " 206 6' - 8 " 2' - 0 " 203B 6' - 8 " 2' - 1 0 " 20 9 6'-8" 4'-0" 205B 6' - 8 " 2' - 1 0 " 20 4 6'-8" 5'-0" 20 5 B 6'-8" 2'-10" 206 6' - 8 " 2' - 0 " 207B 6' - 8 " 2' - 1 0 " 20 4 6'-8" 5'-0" 208 6' - 8 " 2' - 6 " 20 4 6'-8" 5'-0" 20 7 B 6'-8" 2'-10" 206 6' - 8 " 2' - 0 " 203B 6' - 8 " 2' - 1 0 " 200 6' - 8 " 3' - 0 " 20 7 B 6'-8" 2'-10" 20 3 B 6'-8" 2'-10" 208 6' - 8 " 2' - 6 " 206 6' - 8 " 2' - 0 " 208 6' - 8 " 2' - 6 " 21 0 6'-8" 2'-6" 207B 6' - 8 " 2' - 1 0 " 20 5 B 6'-8" 2'-10" F5'-0" 2'-6" F5'-0" 2'-6" F5'-0" 2'-6" G 4' - 0 " 2' - 0 " G 4' - 0 " 2' - 0 " 202 8' - 0 " 6' - 0 " B 5' - 0 " 5' - 0 " C 4' - 6 " 2' - 6 " C 4' - 6 " 2' - 6 " 201 6' - 8 " 3' - 0 " 208B 6'- 8 "2'- 1 0 " 203B 6' - 8 " 2' - 1 0 " 207B 6' - 8 " 2' - 1 0 " 207B 6' - 8 " 2' - 1 0 " 208B 6' - 8 " 2' - 1 0 " 205B 6' - 8 " 2' - 1 0 " 20 9 6'-8" 4'-0" 20 9 A 6'-8" 5'-0" 205B 6' - 8 " 2' - 1 0 " 203 6' - 8 " 2' - 8 " 20 9 A 6'-8" 5'-0" 20 9 6'-8" 4'-0" 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 6.2 6.2 F RE FRE F DW RE ACC W/DACC W/D ACC W/DACC W/D ACC W/D F RE W7 W4W5 W5 W6 W4 W2 W2 W1 W3 W3 W5 W6 W1 1 1 1 5/ A 4 . 1 5/ A 4 . 1 4/ A 4 . 1 4/ A 4 . 1 1/A4.1 1/A4.1 3/A4.0 3/A4.0 4/A4.0 4/A4.0 2/ A 4 . 1 2/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 23'-0"25'-0"10'-0" 11'-0"5'-2"1'-9"1'-8 1/2"2'-5"6'-6 3/4"5'-1 3/4"2'-3/4"3'-2 1/4"2'-4"6'-5"6'-8"2'-4"6'-0"3'-11 1/2"2'-5"6'-3 1/2"6'-4" 2' - 4 " 6' - 6 " 6' - 3 1 / 2 " 6' - 1 1 / 4 " 6' - 6 1 / 4 " 3' - 6 " 7' - 9 " 4' - 3 " 1' - 9 " 4'-5 1/4"2'-0"3'-0"5'-8"4'-4"15'-6"4'-0"5'-9"6'-1 1/4"2'-1 3/4"5'-0"4'-6"5'-9"5'-10 1/2"2'-4 1/2"9'-3"4'-9"7'-2 1/2" 6' - 6 " 10 ' - 3 1 / 2 " 2' - 0 " 8' - 0 " 9' - 1 1 1 / 2 " 7' - 1 / 2 " 4' - 2 1 / 2 " 1' - 2 1 / 2 " 6' - 1 / 2 " 6' - 6 " 12 ' - 3 1 / 2 " 4' - 8 1 / 2 " 2' - 1 1 1 / 2 " 6' - 2 1 / 4 " 5' - 1 0 3 / 4 " 3' - 1 0 " 5' - 1 0 " 5' - 0 " 4'-8 1/2"12'-8"3'-2 3/4"3'-8 3/4"3'-2"6'-10"2'-9"2'-10 1/2" 4'-1/4" 3' - 3 3 / 8 " 2'-2"9'-5 1/2"3'-3"3'-9 3/4"9'-7"8'-7"2'-10 1/2" 6' - 6 1 / 2 " 2' - 1 1 / 4 " 3' - 2 3 / 4 " 6' - 4 " 3'-3"4'-5"3'-5 1/2"1'-10 3/4"6'-3" 5'-1 3/4" 4' - 1 3 / 4 " 4' - 1 3 / 4 " 4' - 0 " 2' - 8 1 / 4 " 1' - 6 " 4'-0"5'-1 1/2"3'-8 3/4"3'-3/4"4'-3 1/2" 9' - 4 1 / 2 " 1' - 6 " 12'-10"4'-1/4"2'-3/4"5'-0"4'-5"3'-3"6'-0" 2'-8" 5' - 1 0 " 2' - 4 3 / 4 " 5' - 2 1 / 2 " 10 ' - 7 3 / 8 " 5' - 1 0 " 5' - 1 0 1 / 2 " 1' - 6 1 / 2 " 7' - 6 " 9'-0" 5'-3 1/2"2'-4"7'-10 1/4"5'-1 3/4"2'-5"11'-9 1/2"16'-2 1/2"5 1/2"11 ' - 3 1 / 2 " 6' - 1 1 / 2 " 3' - 8 1 / 2 " 4' - 1 " 2' - 3 " 5' - 0 " 11 ' - 0 " 5' - 1 1 / 2 " 2' - 1 0 1 / 2 " 6' - 1 0 " 29 ' - 2 1 / 8 " 7' - 6 5 / 8 " 1'-7" 13'-11"2'-7"3'-6"11'-7" 12 ' - 3 1 / 2 " 3' - 2 3 / 4 " 6' - 6 " 4' - 1 / 2 " 4'-0" 4' - 1 / 4 " 4' - 1 / 4 " 4' - 0 " 1'-3 1/2" 2' - 1 0 1 / 4 " 8'-2 1/2"10'-0" 2' - 0 " 5' - 0 " 11'-6"3'-3" 7' - 0 " 2' - 1 " 6" 5' - 0 " 45 ' - 0 " 4' - 0 " 3 1 / 2 " 1' - 9 " 2'-10" 9'-1" 8' - 4 1 / 2 " 8'-4"3 1 / 2 " 8' - 4 1 / 2 " 2'-9" 1' - 8 " 3 1 / 2 " 3' - 1 0 1 / 2 " 1' - 2 1 / 2 " 6'-0"4'-0"18'-0"7'-0"3'-0"15'-0"8'-6"19'-6"15'-0"4'-0" 5' - 0 " 8' - 0 " 21 ' - 1 0 " 22 ' - 2 " 7' - 1 1 1 / 2 " 1'-0" PROVIDE ACOUSTIC INSUL. AT BATHROOMS AND SLEEPING ROOMS, TYP. PROVIDE ACOUSTIC INSUL. AT BATHROOMS AND SLEEPING ROOMS, TYP. VANITY AT TYPE B BATHS MAX 34" A.F.F. (SINK LIP), TYP. 34" VANITY 34" VANITY 34" VANITY FRAMING OFFSET FOR EXTRA GYP GYP FURR 1/2" FRAMING OFFSET FOR GYP TO FLUSH ST A I R S DECK DECK DECK DECK BEDROOMTYPE B BATH CL UTIL. KITCHEN DINING LIVING ENTRY CL PTRY TYPE B BATH OPTION B BATH 2 BEDROOM 1 BEDROOM 2 LNDRY CL CL UTIL. CL KITCHEN LIVING DINING ENTRYBEDROOM 1 BEDROOM 2 BEDROOM 3 TYPE B BATH OPTION B CL CL CL UTIL. LIVING KITCHEN DINING/ OFFICE NOOK CL CLCL BEDROOM 1BEDROOM 2 BEDROOM 3 ENTRY PTRY PTRY PTRY CL KITCHEN DINING LIVING ENTRY TYPE B BATH OPTION B BATH APARTMENT 201 704 sq ft APARTMENT 202 966 sq ft APARTMENT 203 1,162 sq ft APARTMENT 204 1,185 sq ft HALL 368 sq ft 2/ A 4 . 0 2/ A 4 . 0 12 ' - 3 1 / 2 " 9' - 6 3 / 4 " REF N1 1/4" = 1'-0" Main Floor Plan 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 SECOND FLOOR PLAN CD - 2/1/20 - 6/24/20 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 E 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 6/24/20 1/A4.0 1/A4.0 2/A4.0 2/A4.0 C 4' - 6 " 2' - 6 " C 4' - 6 " 2' - 6 " A 4'-0" 5'-0" B5'-0" 5'-0" DW DN G2 4'-0" 2'-0" G2 4' - 0 " 2' - 0 " 302 8' - 0 " 6' - 0 " G2 4' - 0 " 2' - 0 " E 4' - 6 " 9' - 0 " G3 4'-0" 2'-0"C 4' - 6 " 2' - 6 " C1 4' - 6 " 2' - 6 " F1 5' - 0 " 2' - 6 " 302 8' - 0 " 6' - 0 " B5'-0" 5'-0" F5'-0" 2'-6" G2 4' - 0 " 2' - 0 " 30 2 8'-0" 6'-0" 30 1 6'-8" 3'-0" 30 1 6'-8" 3'-0" 30 5 6'-8" 2'-6" 30 6 6'-8" 2'-0" 30 5 6'-8" 2'-6" 30 5 6'-8" 2'-6" 30 4 6'-8" 5'-0" 308 6' - 8 " 2' - 6 " 306 6' - 8 " 2' - 0 " 30 8 6'-8" 2'-6" 307 6' - 8 " 2' - 8 " 30 5 6'-8" 2'-6" 31 0 6'-8" 2'-6" 303 6' - 8 " 2' - 8 " 30 4 6'-8" 5'-0" 30 7 6'-8" 2'-8" B 5' - 0 " 5' - 0 " 307 6' - 8 " 2' - 8 " 307 6' - 8 " 2' - 8 " 304 6' - 8 " 5' - 0 " 30 3 6'-8" 2'-8" 30 1 6'-8" 3'-0" 308 6' - 8 " 2' - 6 " B 5' - 0 " 5' - 0 " C 4' - 6 " 2' - 6 " C 4' - 6 " 2' - 6 " C 4' - 6 " 2' - 6 " 302 8' - 0 " 6' - 0 " 303 6' - 8 " 2' - 8 " 30 1 6'-8" 3'-0" 30 6 6'-8" 2'-0" 300 6' - 8 " 3' - 0 " 30 6 A 6'-8" 1'-6" 306 6' - 8 " 2' - 0 " 305 6' - 8 " 2' - 6 " 30 5 6'-8" 2'-6"307 6' - 8 " 2' - 8 " 308 6' - 8 " 2' - 6 " 305A 6' - 8 " 2' - 0 " 307 6' - 8 " 2' - 8 " 308 6' - 8 " 2' - 6 " 309A 6' - 8 " 5' - 0 " 309 6' - 8 " 4' - 0 " 3'0" 6'8" 30 6 6'-8" 2'-0" 30 3 6'-8" 2'-8" 30 5 6'-8" 2'-6" 30 4 A 6'-8" 4'-8" 307 6' - 8 " 2' - 8 " 30 8 6'-8" 2'-6" 30 8 6'-8" 2'-6" 30 5 6'-8" 2'-6" 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 6.2 6.2 DW RE F DW RE F W/D W/DW/D W/D W/D FRE F DW RE W/D W/DW/D W/D W/D W7 W4 W5 W5 W5 W5 W4 W1 W2 W3 W3 W3 W3 W3 W1 W4 1 1 1 5/ A 4 . 1 5/ A 4 . 1 4/ A 4 . 1 4/ A 4 . 1 1/A4.1 1/A4.1 3/A4.0 3/A4.0 4/A4.0 4/A4.0 2/ A 4 . 1 2/ A 4 . 1 3/ A 4 . 1 3/ A 4 . 1 4'-5 1/4"15'-0"19'-6"8'-6"43'-0"4'-0" 3'-0"9'-9"2'-3"9'-9"9'-9" 12'-0"7'-9" 8' - 0 " 5'-4 3/4"3'-1 1/4"8'-4 1/2"4'-2 3/4"4'-1 3/4"5'-0"2'-11 1/2"4'-9"7'-6 1/2"6'-0" 14 ' - 7 " 7' - 4 1 / 2 " 6' - 6 " 6' - 6 " 5' - 0 " 7' - 3 1 / 2 " 8' - 0 " 5'-11"4'-3"1'-9"3'-1" 2'-6"7'-1 1/4"6'-1 3/4"1'-0"4'-9" 2'-0"4'-1"2'-7 3/8"5'-5 1/2"3'-5 1/4"8'-11"7'-0"3'-9"4'-0"3'-1"7'-2"2'-0"2'-0"5'-9"2'-3" 5' - 0 " 3' - 0 " 8' - 0 " 3' - 0 " 5' - 0 " 4'-8"12'-0"4'-10"8'-8 3/8"17'-9 5/8"7'-0"18'-0" 8' - 1 0 " 6' - 1 1 " 6' - 1 1 " 8' - 7 " 13 ' - 9 " 4' - 4 1 / 2 " 4' - 5 1 / 2 " 1' - 1 1 1 / 2 " 2' - 0 " 5' - 0 " 2' - 6 " 2' - 3 1 / 2 " 4' - 3 1 / 2 " 2' - 5 1 / 2 " 4' - 2 1 / 2 " 3' - 9 " 3' - 2 1 / 4 " 5'-7"3'-9 3/8"5'-10 1/4"1'-8"7'-7 1/2" 3'-0"7' - 3 " 3' - 8 1 / 2 " 7" 2'-6 1/2"2'-4 3/4"7'-9 1/8"2' - 8 " 2' - 1 0 1 / 2 " 7' - 7 1 / 4 " 9' - 2 1 / 2 " 1'-0"1'-9 3/4" 13'-5 1/4"2'-7"3'-11"6'-6"4'-10 1/4" 7' - 0 " 6' - 6 3 / 4 " 3' - 6 " 3' - 7 " 2' - 5 1 / 4 " 4' - 8 " 3' - 4 " 2'-0" 1'-0" 2'-2" 2'-0" 8' - 5 3 / 4 " 5' - 1 1 / 4 " 7' - 6 1 / 2 " 5'-1 1/4"5'-0"3'-9 1/4"3'-5 1/4"3'-6"3'-8 3/4"3'-6 3/4"4'-9 3/4" 4' - 2 1 / 2 " 4' - 0 " 2' - 1 / 4 " 6'-5 1/4" 12'-9 1/2"4'-4"1'-3 1/2"5'-5 1/2"4'-2"3'-6"6'-0"3'-11 1/2" 8'-3 3/8" 24 ' - 5 5 / 8 " 7' - 6 5 / 8 " 5' - 1 1 7 / 8 " 2' - 3 1 / 2 " 4' - 4 3 / 4 " 11 ' - 2 5 / 8 " 2'-8" 4'-0"5'-1 1/2"7'-3"3'-10" 2' - 6 3 / 4 " 6' - 9 3 / 4 " 1' - 6 " 1' - 6 " 2' - 1 0 1 / 2 " 3' - 1 3 / 8 " 5' - 4 1 / 4 " 1' - 9 " 10 3 / 4 " 7' - 6 " 8'-8 1/2" 5' - 6 1 / 2 " 6' - 3 3 / 4 " 17 ' - 2 1 / 2 " 15'-0"21'-6" 8'-1" 1' - 2 1 / 2 " 8' - 2 1 / 4 " 3 1 / 2 " 8' - 6 " 7' - 6 " 12'-3 1/2" 1'-4" 3 1/2" 1'-1" 18'-11 3/4"26'-0" 5' - 0 " 8' - 0 " 21 ' - 1 0 " 22 ' - 2 " 7' - 1 1 1 / 2 " 6'-0"4'-0"18'-0"7'-0"3'-0"15'-0"8'-6"19'-6"15'-0"4'-0" 1'-0" 2/ A 4 . 0 2/ A 4 . 0 3/ A 4 . 1 3/ A 4 . 1 DRAFT STOP ABOVE WALLS TO UNDERSIDE OF ROOF SHEATHING PROVIDE ACOUSTIC INSUL. AT BATHROOMS AND SLEEPING ROOMS, TYP. PROVIDE ACOUSTIC INSUL. AT BATHROOMS AND SLEEPING ROOMS, TYP. VAULTED CEILING VAULTED CEILING VAULTED CEILING FRAMING OFFSET FOR EXTRA GYP STAIRS DECK DECK DECK DECK LIVING CL BEDROOM UTIL. BATH LIVING L BATH BEDROOM 1 DINING LIVING BATH UTIL.CL LIVING BATH BEDROOM 2 KITCHEN CL BATH CL KITCHEN BEDROOM 2 BEDROOM 1 BATH CL CL CL BEDROOM 1BEDROOM 2 BATH UTIL. CL CL PTRY CL PTRY CL HALLWAY LNDRY LNDRY PTRYDINING ATTIC SPACE KITCHEN PTRY KITCHEN APARTMENT 304 972 sq ft APARTMENT 303 911 sq ft APARTMENT 302 968 sq ft APARTMENT 301 702 sq ft HALL 272 sq ft 3' - 7 1 / 2 " REF N1 1/4" = 1'-0" Second Floor Plan 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 - 2/1/20 - 6/24/20 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 E 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 6/24/20 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 6.2 6.2 1 1 1 1 1 10/12 4/12 10/12 4/12 10/12 4/12 10/12 4/12 10/12 2.5/12 2.5/12 BOT. CHORD 2.5/12 10/12 2.5/12 LINE OF SCISSOR TRUSS CEILING BELOW, TYP. LINES OF EXT. BEARING WALLS, TYP. 10/12 10/12 4/ 1 2 10 / 1 2 10 / 1 2 4/ 1 2 4/ 1 2 10 / 1 2 10 / 1 2 3/12 10 / 1 2 4/ 1 2 4/ 1 2 4/ 1 2 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 METAL ROOFING OVER T&G DECKING ON TIMBER FRAME ENTRY ROOF VENTS THROUGH ROOF, RE: MECH. 3' EAVE EXTENSION THIS GABLE ROOF, 2' TYPICAL OTHERWISE SOFFIT VENT IN EAVES, TYP. BEARING BEAMS, TYP. AIRFLOW THROUGH CONNECTED ATTIC SPACE, TYP. 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 1 VENTING: RIDGE VENT, TYP. Attic/roof cavity area is +/- 2,180 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (7.3SF) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 7.3SF x 50% =3.65 SF (526sq in) min. ventilation req'd in ridge vents. Provide Min. 44lf Ridge Vent w/ min. 12sq. in./lf SOFFIT VENT: 7.3SF x 50% = 3.65 SF (526sq in) min. ventilation req'd in soffit vents. Provide Min. 30lf 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 2 VENTING: RIDGE VENT, TYP. Attic/roof cavity area is +/- 2,065 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (6.9SF) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 6.9SF 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 1 ROOF 2 REF N1 1/4" = 1'-0" Roof Plan 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 - 2/1/20 - 6/24/20 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 E 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 6/24/20 1210 124 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 33 ' - 8 " BL D G . H T . APPROX. EXIST. GRADE FIBER CEMENT 4" LAP SIDING STONE WRAP BOARD AND BATTEN FIBER CEMENT 8" LAP SIDING CONCENTRIC FURNACE FLUE AIR INTAKE LOUVER RE: MECH. MITER CORNERS AT 7" LAP ALIGN FOUNDATION STEP WITH BUMP-OUT FIBER CEMENT 4" LAP SIDING FIBER CEMENT SHINGLE SIDING PROP. GRADE 7 Ridge + 143'-2 1/2" Avg. Fin. Grade + 103'-6" Avg. Roof Ht. + 137'-2" 0.7 1 2 3 3.3 4 4.1 5 6 6.26.2 7 12101210 123 1 Parking +100'-0" 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 3 Second Floor +122'-2 3/4" 4'-0"15'-0"19'-6"8'-6"15'-0"3'-0"7'-0"18'-0"4'-0"6'-0" 7' - 4 " 9' - 8 " 14 ' - 0 " 100'-0" FIBER CEMENT SHINGLE SIDING STONE VENEER w/ STONE WATER TABLE FIBER CEMENT B&B SIDING FIBER CEMENT 4" LAP SIDING ASPHALT SHINGLES, TYP.5/4"x10" TRIM BAND BATH EXHAUST DARK SKY LIGHT FIXTURES RE: ELEC. ELEC. SERVICE + METERSGAS SERVICE & METERS FIRE RISER ACCESS METAL ROOFING OVER TIMBER FRAME ENTRY ROOF STONE POST WRAP w/ STONE CAP NOMINAL 2x4 FIBER CEMENT WINDOW & CORNERBOARD TRIM (HARDIE ARTISAN OR EQ) TYPICAL 5/4"x10" TRIM BAND FIBER CEMENT 4" LAP, TYP. U.O.N. CORNER BOARDS (MITER CORNERS AT 8" LAP) 5/4"x10" TRIM BAND LOCATE AS FOR WINDOW/DOOR HEAD TRIM -- SET WINDOWS TO ALIGN w/ TOP OF DOOR FIBER CEMENT SHINGLE SIDING 4x6 ARCH. BRACES, HIDDEN FASTENERS KNOX BOX FIBER CEMENT B&B SIDING FIBER CEMENT 7" LAP SIDING FIBER CEMENT B&B SIDING 2.5 143'-2 1/2" Ridge 7 6.26.2 6 5 4.1 4 3.3 3 2 1 0.7 1210 123 1210 T.O. Beam + 110'-5 1/8" Ridge + 143'-2 1/2" 1 Parking +100'-0" 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 3 Second Floor +122'-2 3/4" 6'-0"4'-0"18'-0"7'-0"3'-0"15'-0"8'-6"19'-6"15'-0"4'-0" 100'-0" APPROX. EXIST. GRADE PREFAB METAL DECK RAILINGS 36' HIGH <4" BTWN VERTS, TYP. FIBER CEMENT SHINGLE SIDING BOARD AND BATTEN 5/4x10 TRIM BAND (PRIVATE) DECK RAILINGS MIN. 36" A.F.F., ALL GAPS <4", TYP. DARK SKY LIGHT FIXTURES, TYP RE: ELEC. COMBINED EXHAUST VENT COMBINED EXHAUST GRILLE XVENT BOX OR EQ. CONCENTRIC FURNACE FLUECONCENTRIC FURNACE FLUE5/4x10 TRIM BAND MAIN FLOOR ENTRY KNOX BOX 1210 12 4 12 4 124 1210 11 Parking +100'-0" 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 3 Second Floor +122'-2 3/4" AIR INTAKE LOUVER RE: MECH. FIBER CEMENT 7" LAP SIDING FIBER CEMENT SHINGLE SIDING FIBER CEMENT B&B SIDING FIBER CEMENT SHINGLE SIDING 5/4x10 TRIM BAND FURNACE FLUE & EXHAUST GRILLE BEYOND EXHAUST FAN RE: MECH. COMBINED EXHAUST GRILLE APPROX. EXIST. GRADE TIMBER FRAME TIMBER FRAME ENTRY BEYOND 5/4x10 TRIM BAND PREFABRICATED METAL RAILING 36" HIGH, <4" BTWN VERTS FIBER CEMENT 4" LAP, TYP. U.O.N. GRADE PLANE ≥ 105' - 3 3/8" RE: CIVIL Ridge + 143'-2 1/2" 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 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 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 - 2/1/20 - 6/24/20 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 E 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 6/24/20 0.7 1 2 3 3.3 4 4.1 5 6 6.2 6.2 7 H1 H2 H4 H4 H4H2.1 Ceiling + 130'-4 1/2" T.O. Wall + 131'-3 7/8" T.O. Wall + 120'-4 1/2" T.O. Wall + 109'-1 1/8" SIM 7/A4.1 1 Parking +100'-0" 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 3 Second Floor +122'-2 3/4" 4'-0"15'-0"19'-6"8'-6"15'-0"3'-0"7'-0"18'-0"4'-0"6'-0" 2' - 4 " 100'-0" 1" (R-5) RIGID INSUL. EXTERIOR CONC. WALLS, TYP. BATHBDRM 1BATHBDRM 2LIVINGUTIL. LIVING BDRM 2 BDRM 1 DINING LIVING GARAGE BDRM 2BATH BDRM 3 BDRM 2CLBLDG ENTRY 1210 1210 1210 124 COMPOSITE DECKING TIMBER POST/BEAM DECK ROOF P.T. 2x SLEEPERS @ 16" O.C. (STACKED OVER JOISTS) GUTTER TIE TO ROOF GUTTER DRIP EDGE DECK FRAMING EPDM ROOFING RUN CONT. TO UNDER SILL FIR 'BRECK' SOFFIT & FASCIA PREFAB METAL RAILING TO MIN. 36" A.F.F., ALL GAPS <4" LEDGER RE: STRUCT. CONT. EPDM FLASH TO UNDER DOOR SILL H3 MIN. 3" CLOSED CELL SPRAY FOAM TO UNDERSIDE SHEATHING 1-HR RATED CEILING INFILL TO FLUSH w/ CEILING 0.7 1 2 3 3.3 4 4.1 5 6 6.2 6.2 7 T.O. Wall + 120'-4 1/2" T.O. Wall + 109'-1 1/8" T.O. Wall + 131'-3 7/8" Ridge + 143'-2 1/2" H1 H2 H4 SIM 7/A4.1 4'-0"15'-0"19'-6"8'-6"15'-0"3'-0"7'-0"18'-0"4'-0"6'-0" 100'-0" DRAFT STOP RE: ROOF PLAN GARAGE BATHBDRMKITCHENBATHENTRYLDRYUTIL.CLHALLUTIL.BATHCL BDRM HALLUTIL.BATHCL KITCHENAPARTMENT HALLWAY PARKING GARAGE 7 6.2 6.2 6 4.1 4 3.3 3 2 15 T.O. Wall + 120'-4 1/2" T.O. Wall + 109'-1 1/8" T.O. Wall + 131'-3 7/8" 1210 H1 H2 T.O. Beam + 110'-7 1/8" T.O. Beam + 122'-11 3/8" 1210 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 96'-0" 2' - 3 " 6'-0"4'-0"18'-0"7'-0"3'-0"15'-0"8'-6"19'-6"15'-0" SCISSOR TRUSS OVER LIVING ENGINEERED SHAPED TRUSS GARAGE LIVING BDRM 2 BDRM 1 LIVINGKITCHENHALL LIVING BDRM 3 BDRM 1 LIVINGKITCHENHALLBDRM 2 124 123 12 3 H4 SIM 7/A4.1 2.5 2.5 1 1/8" = 1'-0" South Longitudinal Section2 3/4" = 1'-0" Roof Deck Section 3 1/8" = 1'-0" Middle Longitudinal Section4 1/8" = 1'-0" North Longitudinal Section 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 - 2/1/20 - 6/24/20 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 E 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 6/24/20 3 2 T.O. Wall + 120'-4 1/2" T.O. Wall + 109'-1 1/8" 8/A4.1 SIM 8/A4.1 1 1 1 1 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 20 R I S E R S @ 6 3 / 4 " 11 ' - 3 3 / 8 " 19 R I S E R S @ 6 7 / 8 " 10 ' - 1 1 3 / 8 " 3' - 0 " 1'-0" 1'-0" 1'-0"6 7/8" 3' - 0 " TY P 3' - 6 " T. O . W A L L MI N . 5 ' - 0 " TO B O T . G L A Z I N G 6 3/4" 1'-0"TYP 1'-0" 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 FIRE BARRIER WALL AT STAIR, CONTINUOUS RATING TO UNDERSIDE OF ROOF SHEATHING SIMPSON FIRE RATED HANGER AT STAIR CORRIDOR WALLS STAIR PRIVATE DECK PRIVATEDECK FIRE BLOCK AT FLOORS/CEILINGS, TYP D B T.O. Wall + 120'-4 1/2" T.O. Wall + 109'-1 1/8" 124 1210 H1 H2 H4 6/A4.1 SIM 7/A4.1 1 1 1 Parking +100'-0" 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 3 Second Floor +122'-2 3/4" 44'-0" 1' - 3 " 1'-0" 21'-10"22'-2" 3' GABLE OVERHANG RE: ROOF PLAN GARAGE LIVINGDINING LIVINGKITCHENBATHCLLIVING CLBDRM 2 C B.O. Beam + 109'-3 5/8" 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. F E D B A T.O. Wall + 120'-4 1/2" T.O. Wall + 109'-1 1/8" T.O. Wall + 131'-3 7/8" 1210 124 H1 H2 12 4 12 4 T.O. Wall + 130'-1 3/4" SIM 7/A4.1 7/A4.1 1 1 1 Parking +100'-0" 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 3 Second Floor +122'-2 3/4" 5'-0"8'-0"21'-10"22'-2"7'-11 1/2" 64'-11 1/2" 1' - 0 " 2' - 6 " DRAFT STOP BETWEEN TRUSSES ALONG GRIDLINE C BETWEEN LINES 3 & 3.3 RE: ROOF PLAN GARAGE BDRM 2 BDRM 1CLENTRY CLHALL HALLWAY C H4 H4H4 B.O. Beam 120'-7 7/8" B.O. Beam 131'-5 7/8" B.O. Beam 109'-3 5/8" ATTIC A B C D E F T.O. Wall + 120'-5 5/8" T.O. Wall + 109'-2 1/4" T.O. Wall + 131'-4 3/4" 12101210 H1 H2 12 4 B.O. Beam + 109'-3 5/8" 6/A4.1 SIM 7/A4.1 1 1 Parking +100'-0" 2 Main Floor +111'-3 3/8" 3 Second Floor +122'-2 3/4" 7'-11 1/2"22'-2"21'-10"8'-0"5'-0" 64'-11 1/2" 1' - 0 " BDRM BDRM 1LIVINGDECK DECK BDRM KITCHENLIVING LIVING GARAGE H4 UNIT SEPARATION WALL RE: ASSEMBLIES RATED FLOOR/CEILING RE: ASSEMBLIES FRICTION FIT FIBERGLASS BATT INSULATION BETWEEN RIMS FULL HEIGHT OF CAVITY RATED FLOOR/CEILING RE: ASSEMBLIES RATED WALL RE: ASSEMBLY FLOOR TRUSS HANGER RE: STRUCT. ENCASE BEAM w/ 2x BLOCKING BETWEEN TRUSSES AND CONT. PLATES TOP/BOTTOM OF BEAM STAIR SIDE CONTINUOUS 2-HR ASSEMBLY THROUGH FLOORS (GYP BEHIND) RATED FLOOR ASSEMBLY RATED SIMPSON HANGERS AT FLOOR TRUSS/JOISTS RE: STRUCT. FIRE BLOCKING AT CEILING ELEVATIONS, TYP. DOUBLE TOP PLATE AT FLOOR SHEATHING 2-HR STAIR WALL RE: ASSEMBLIES STAIR LANDINGS NOT RATED WALL GYP CONT. THROUGH FRAMING 1 1 1 1 1/4" = 1'-0" Stair Section2 1/8" = 1'-0" West Cross Section3 1/2" = 1'-0" Stone Column Wrap 4 1/8" = 1'-0" Middle Cross Section5 1/8" = 1'-0" East Cross Section 6 1" = 1'-0" Unit Separation Continuation 7 1" = 1'-0" Beam Separation Continuation 8 1" = 1'-0" Stair Wall Continuation 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 - 2/1/20 - 6/24/20 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 E 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 6/24/20 DOOR SCHEDULE ID 100 101 102 103 103A 200 200A 201 202 203 203B 204 205B 206 207B 208 208B 209 209A 210 300 301 302 303 304 304A 305 305A 306 306A 307 308 309 309A 310 Qty. Ea. Bldg. 1 1 1 1 1 1 1 4 4 2 4 3 8 4 9 5 2 3 2 1 1 4 4 4 3 1 8 1 5 1 7 7 1 1 1 Leaf Dimensions 3'-0"×6'-8" 3'-0"×6'-8" 16'-0"×7'-9" 3'-6"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 6'-0"×8'-0" 2'-8"×6'-8" 2'-10"×6'-8" 5'-0"×6'-8" 2'-10"×6'-8" 2'-0"×6'-8" 2'-10"×6'-8" 2'-6"×6'-8" 2'-10"×6'-8" 4'-0"×6'-8" 5'-0"×6'-8" 2'-6"×6'-8" 3'-0"×6'-8" 3'-0"×6'-8" 6'-0"×8'-0" 2'-8"×6'-8" 5'-0"×6'-8" 4'-8"×6'-8" 2'-6"×6'-8" 2'-0"×6'-8" 2'-0"×6'-8" 1'-6"×6'-8" 2'-8"×6'-8" 2'-6"×6'-8" 4'-0"×6'-8" 5'-0"×6'-8" 2'-6"×6'-8" Frame Width 6 7/8" 7 3/4" N/A 7 3/4" 5 3/4" 7 3/4" 6 7/8" 6 7/8" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 7 3/4" 6 7/8" 6 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 4 9/16" 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 3/8" 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" 1 3/8" 1 3/8" Frame Material WD HM N/A H.M. H.M. H.M. WD WD FG WD WD WD WD WD WD WD WD WD WD WD H.M. WD FG WD WD WD WD WD WD WD WD WD WD WD WD Leaf Material FG INSUL. MTL INSUL. MTL MTL MTL S.C. WD FG S.C. WD FG S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD FG S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD S.C. WD Hardware HW-1 HW-4 HW-10 HW-9 HW-8 HW-4 HW-1 HW-4 BY MFR HW-2 HW-2 HW-5 HW-3 HW-2 HW-3 HW-2 HW-2 HW-7 HW-5 HW-6 HW-4 HW-4 BY MFR HW-2 HW-5 HW-5 HW-3 HW-3 HW-2 HW-2 HW-3 HW-2 HW-7 HW-7 HW-6 Style A B C B B B A D E F F G F F F F F H H I B D E F G G F F F F F F H H I Location MAIN ENTRY STAIR/GARAGE GARAGE DOOR SPRINKLER RISER SPRINKLER RISER/ GARAGE STAIRS/HALL MAIN FLOOR ENTRY APARTMENT ENTRY DECKS LAUNDRY/MECH LAUNDRY/MECH UTILITY CLOSET BATHROOMS PANTRY BEDROOMS CLOSETS CLOSETS CLOSETS CLOSETS BATH POCKET STAIRS/HALL APARTMENT ENTRY DECKS LAUNDRY UTILITY CLOSET UTILITY CLOSET BATHROOMS BATHROOM PANTRY/LINEN PANTRY BEDROOMS CLOSET CLOSET CLOSET BATH POCKET Fire Rating 90 MIN 90 MIN 20 MIN 90 MIN 20 MIN Notes ELECTRONIC STRIKE, KNOX BOX O.H. DOOR ELECTRONIC STRIKE, KNOX BOX 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 A1 B B1 C C1 D E F F1 G G2 G3 Width 5'-0" 5'-0" 5'-0" 5'-0" 2'-6" 2'-6" 8'-0" 9'-0" 2'-6" 2'-6" 2'-0" 2'-0" 2'-0" Height 4'-0" 4'-0" 5'-0" 5'-0" 4'-6" 4'-6" 5'-0" 4'-6" 5'-0" 5'-0" 4'-0" 4'-0" 4'-0" Quantity 2 1 10 1 12 1 1 1 6 2 3 4 1 Head Height 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 9'-6" 8'-0" 8'-0" 8'-0" 7'-6" 7'-6" MULLED UNITS 2'6"X4'0" 2'6"X4'0" 2'6"x5'0" / 3'0"x5'0" / 2'6"x5'0" 2'0"x4'6" / 5'0x4'6" / 2'0"x4'6" TYPE 4 4 2 2 1 1 5 5 1 1 3 3 3 TEMPERED Y Y Y Y Y LOCATION KITCHEN STAIR BEDROOMS LIVING BEDROOMS BEDROOM/BATH BEDROOM 1 STAIR LIVING LIVING MAIN FLOOR LIVING SECOND FLOOR VARIOUS SECOND FLOOR BATHROOMS NOTES EEW NOT REQ'D IN BATHS EEW NOT REQ'D; WINDOW C IN BDRM 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 APARTMENT ENTRY TYPE E 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 I 2 PANEL POCKET 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 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. 1 1 1 3 NTS Opening Flashing 2 1/4" = 1'-0" Door Elevations 1 1/4" = 1'-0" Window Elevations HARDWARE SCHEDULE ID QUANTITY ITEM HW- 1 - ENTRY DOOR 1.5 PR SPRING HINGES 1 ENTRY LOCKSET w/ ELECTRONIC STRIKE 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 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 - POCKET DOORS 1 HEAVY DUTY 'JUMP-PROOF' POCKET DOOR TRACK 1 POCKET DOOR LATCH w/ FLUSH PULLS EACH SIDE HW- 7 - BYPASS 1 HD "JUMP PROOF" BYPASS DOOR TRACK 2 FLUSH PULL 4 DOOR END BUMPER (1 EA. END) HW- 8 - NOT USED HW- 9 - 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- 10 - 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 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 - 2/1/20 - 6/24/20 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 E 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 6/24/20 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 6.2 6.2 4'-0"15'-0"19'-6"8'-6"15'-0"3'-0"7'-0"18'-0"4'-0"6'-0" 5' - 0 " 8' - 0 " 21 ' - 1 0 " 22 ' - 2 " 7' - 1 1 1 / 2 " OCOC OCOCOC PP CLG 9'-0" EUHEUH EUH EU H 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 6.2 6.2 F F F FF F FF F F F F F 6'-0"4'-0"18'-0"7'-0"3'-0"15'-0"8'-6"19'-6"15'-0"4'-0" 5' - 0 " 8' - 0 " 21 ' - 1 0 " 22 ' - 2 " 7' - 1 1 1 / 2 " DROPPED SOFFIT, TYP. LED COVE LIGHTING IN MOULDING CEILING RADIATION DAMPERS AT RUNS IN FLOOR/CEILING, TYP. SURFACE MNT. LIGHT, TYP. RE: LIGHTING PLAN EXHAUST FLUES THROUGH PROTECTED JOIST BAY RE: ASSEMBLY E.F. 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" CLG 9'-0" CLG 9'-0" s s s s s s s s s s s s CLG 8'-0" 12466.2 0.733.34.17 AA BB DD EE CC FF 56.2 F F F F FF F F F F F 5' - 0 " 8' - 0 " 21 ' - 1 0 " 22 ' - 2 " 7' - 1 1 1 / 2 " 6'-0"4'-0"18'-0"7'-0"3'-0"15'-0"8'-6"19'-6"15'-0"4'-0" DROPPED SOFFIT, TYP. LED COVE LIGHTING IN MOULDING CEILING RADIATION DAMPERS AT ATTIC RUNS (INSULATED DUCT) 1hr RATED 20"x30" ATTIC ACCESS PANEL TYP OF 2 E.F. E.F. E.F. E.F. E.F. E.F. E.F. CLG 8'-0" CLG 9'-0" CLG 9'-0" CLG 9'-0" CLG 9'-0" CLG 8'-0" CLG 8'-0" CLG 8'-0" CLG 9'-0" s s s s s s s s s ss s s 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 1 1/8" = 1'-0" Parking RCP2 1/8" = 1'-0" Main Floor RCP 3 1/8" = 1'-0" Second Floor RCP 4 6" = 1'-0" Cove Light DESIGN LOADS CODE: 2015 IBC W/TOWN OF ESTES PARK LOCAL AMENDMENTS RISK CATEGORY: II ELEVATION: 7580 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. SPECIAL INSPECTIONS 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 ó" LSL ATTACHED TO I-JOISTS :ITH 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 DRI9EN AT AN ANGLE INTO BOTTOM FLANGE - ONE ON EACH SIDE OF :EB AT LEAST 1 ò 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 :ELDS: AISC SPECIFICATION, NOT LESS THAN 3/16´K FILLET, CONTINUOUS UNLESS OTHER:ISE 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 E 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 3,000 PSF. 3. PROTECT THE SITE AND ALL CONSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING OR FROST ACTION. 4. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 9" OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. 5. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 6. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE SIDE. 7. IMPORTED GRANULAR BACKFILL TO MEET THE FOLLOWING CRITERIA: SIEVE DESIGNATION % BY WEIGHT PASSING SIEVES 3 INCH 100 NO. 4 45-75 NO. 100 0-12 NO. 200 0-6 8. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. REINFORCED CONCRETE NOTES 1. ALL WORK SHALL COMPLY WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS. 2. DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND ACI PUBLICATION SP-66 (2004): "ACI DETAILING MANUAL". 3. REINFORCING MATERIALS: TYP REINFORCING - ASTM A615, Fy=60 KSI, Fu=90 KSI WELDED AND FIELD BENT REINF - ASTM A706, Fy=60 SKI, Fu=90 KSI WELDED WIRE REINFORCING, SMOOTH - ASTM A1064, Fy=65 KSI, Fu=75 KSI WELDED WIRE REINFORCING, DEFORMED - ASTM A1064, Fy=70 KSI, Fu=80 KSI EPOXY COATED REINFORCING - ASTM A775 OR ASTM A934 3. REINFORCING FABRICATION: a. NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON THE DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAILS ARE NOT PROVIDED. WHERE PERMITTED, MAKE SPLICES WITH CONTACT LAPS OR MECHANICAL CONNECTORS. b. PROVIDE ADDITIONAL BARS/STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. c. MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP. d. NO WELDING OF REINFORCING IS PERMITTED UNLESS NOTED ON THE DRAWINGS. 4. CONCRETE MIX REQUIREMENTS: a. MIX TYPE 1- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH, f'c=3000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" b. MIX TYPE 2- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH. f'c=4500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.45 -MAXIMUM AGGREGATE SIZE = 34" -TOTAL AIR CONTENT 5% c. MIX TYPE 3- ALL CONCRETE EXPOSED TO WEATHER OR DEICER, BEAMS, SLABS AND WALLS -28 DAY COMPRESSIVE STRENGTH, f'c=5000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.4 -MAXIMUM AGGREGATE SIZE = 34" -TOTAL AIR CONTENT 6% d. MIX TYPE 4- INTERIOR TOPPING SLABS AND SLABS ON DECK -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.5 -MAXIMUM AGGREGATE SIZE = 34" -ADDITION OF ENTRAINED AIR NOT PERMITTED e. MIX TYPE 5- INTERIOR SLAB ON GRADE -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" -ADDITION OF ENTRAINED AIR NOT PERMITTED 3. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO PROVIDE THE MINIMUM COMPRESSIVE STRENGTH REQUIRED AND PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO. 4. USE PORTLAND TYPE I/II CEMENT UNLESS OTHERWISE NOTED. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD. 5. AGGREGATE TO BE PER ASTM C33. 34" AGGREGATE TO MEET SIZE #67 AGGREGATE, 1" AGGREGATE TO MEET SIZE #57 AGGREGATE. 6. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. 7. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 8. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS. 9. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. 10. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF CONCRETE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 12. UNLESS OTHERWISE NOTED, CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. 13. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. 14. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3". b. FOUNDATION WALLS AND EXTERIOR WALLS: 2". c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". d. ALL FACES OF PIERS: 1-1/2". 15. FOOTINGS a. SIZE AND DEPTH AS INDICATED ON THE DRAWINGS. b. MINIMUM FROST PROTECTION DEPTH TO BE 30". 16. WALLS a. WALL THICKNESS TO BE 8" OR AS NOTED ON THE DRAWINGS. b. VERTICAL STEEL TO HOOK INTO FOOTING AS NOTED ON THE DRAWINGS. c. VERTICAL STEEL TO EXTEND ABOVE FOOTING MINIMUM OF 24", UNLESS NOTED OTHERWISE, FOR SPLICE ABOVE. d. 12" ANCHOR BOLTS FOR SILL PLATES SHALL BE IMBEDDED 12" MINIMUM AND SHALL BE PLACED A MINIMUM OF 32" O.C. AND WITHIN 12" OF EACH END OF ALL SILL PLATES. d. ANCHOR BOLTS TO HAVE MINIMUM 316"x2"x2" WASHER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONING, FOUNDATION ELEVATIONS AND EXTERIOR GRADES PRIOR TO FORMING AND POURING CONCRETE FOOTINGS. CONTACT ENGINEER WITH ANY KNOWN DISCREPANCIES. 18. ALL FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS OR APPROVED, COMPACTED STRUCTURAL FILL. COMPACTION TESTING TO VERIFY COMPACTION OF STRUCTURAL FILLS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ENGINEER TO PERFORM OPEN HOLE INSPECTION TO VERIFY ASSUMED SOIL BEARING CAPACITY PRIOR TO FORMING CONCRETE. 19. CONTRACTOR MAY ALTER FOUNDATION FOOTING ELEVATIONS AND WALL HEIGHTS BASED UPON FIELD CONDITIONS. CONTACT DESIGN ENGINEER FOR APPROVAL IF WALL HEIGHTS INCREASE ABOVE WHAT IS SHOWN HEREON. 20. FOUNDATION DESIGN ASSUMES NO HYDROSTATIC PRESSURE ON CONCRETE WALLS. CONTRACTOR TO INSTALL FOUNDATION FOOTING DRAIN AT BOTTOM OF FOOTING ELEVATION WITH A MINIMUM OF 4" PERFORATED DRAIN PIPE BACKFILLED IN A 24" BED OF 1.5" WASHED ROCK. CONCRETE WALLS TO BE BACKFILLED WITH FREE DRAINING GRANULAR SOILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION ELEMENTS FOR ALL SURFACE FLOWS. 7/6/20 SPECIAL INSPECTIONS 7/6/20 C' - ǻ2 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. 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 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" STEP WALL @ DOOR 4" FOR GARAGE SLAB STEP WALL @ DOOR 4" FOR GARAGE SLAB STEP WALL @ DOOR 4" FOR GARAGE SLAB 15'19'-6"8'-6" 3'-3"11'-6" 3'7' 4'15'19'-6"8'-6"15'3'7'18'4'6' 5' 8' 21'-10" 22'-11 2" 8' F72x72 F24 F60x60 F24 F24 T.O.F. = 100'-0" F24 F2 4 F2 4 F2 4 F2 4 F2 4 F51 F60x60 F90x90 P1-BP1 P1-BP3 P1-BP2P1-BP3 P4P4 19'-6" 9'9'-6"1' 4'-81 2" 1'-01 2" 3'-31 2" 3'12' 19'18'-6"25'14'13'-6" 18'4'6' 103 4" 2'-93 4" 3'-31 2" 5' 5' 8' 21'-10" 22'-11 2" 8' 1'-9" 14'-01 4" 3'-111 2" 103 4" 13'-11 4" 8'-83 4" 1' 5' 2' 2'-111 2" 5' P2 FS FS T. O . W . = 1 0 4 ' - 9 " T. O . F . = 9 9 ' - 8 " T. O . W . = 1 0 2 ' - 9 " T. O . F . = 9 8 ' - 0 " FS T.O.W. = 100'-0" T.O.F. = 98'-0" T.O.W. = 100'-0" T.O.F. = 98'-0" T.O.W. = 100'-0" T.O.F. = 98'-0" FST.O.W. = 100'-0" T.O.F. = 97'-0" FS FS T. O . W . = 1 0 0 ' - 0 " T. O . F . = 9 7 ' - 0 " FS FS T. O . W . = 1 0 2 ' - 9 " T. O . F . = 9 9 ' - 8 " T. O . W . = 1 0 8 ' - 1 1 58" T. O . F . = 9 9 ' - 8 " T.O.P. = 104'-0" T.O.F. = 99'-4" T.O.P. = 104'-0" T.O.F. = 99'-4" T.O.P. = 104'-0" T.O.F. = 99'-4"T.O.P. = 104'-0" T.O.F. = 99'-4" P2P2 P2 P2 P2 T.O.P. = 109'-338" T.O.P. = 108'-1158" T.O.P. = 108'-1158" T.O.P. = 100'-0" F51 F51 F51 P3-BP4P3-BP4 HD1HD1 HD1HD1 HD1 HD1HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 3" 15' P2 91 4" 31 4" 5'3'-6" P2 P2 P24' 1" 2' 2' T.O.W. = 110'-1158" T.O.F. = 99'-8" T. O . W . = 1 1 0 ' - 1 1 58" T. O . F . = 9 9 ' - 8 " T. O . W . = 1 1 0 ' - 1 1 58" T. O . F . = 9 9 ' - 8 " 3'-8"10'5'-10"4'-61 2"10'-51 2" F48x48 F48x48 T.O.P. = 99'-10 12"T.O.P. = 99'-10 12" T.O.P. = 99'-10 12" 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) P2 T.O.P. = 106'-9" 2'-43 4" 2'-93 4" 7" 21 2"BP5 T.O.W. = 110'-1158" T.O.F. = 99'-8" T.O.W. = 110'-1158" T.O.F. = 99'-8" T.O.W. = 110'-1158" T.O.F. = 99'-8" T. O . W . = 1 1 0 ' - 1 1 58" T. O . F . = 9 9 ' - 8 " T.O.P. = 109'-338" T.O.P. = 111'-338" T.O.P. = 109'-338"T.O.P. = 109'-338" T.O.P. = 109'-338" 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 E 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 7/6/20 7/6/20 C' - ǻ2 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 2x 8 @ 1 6 " 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 @ 1 6 " 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 @ 1 6 " 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 @ 1 6 " 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 @ 1 6 " O . C . 8x10 DF#1 DROPPED TIMBER BEAM PR E - E N G I N E E R E D F L O O R T R U S S E S @ 1 6 " O . C . 8x10 DF#1 FLUSH TIMBER BEAM 2x8 @ 16" O.C. 2x 8 @ 1 6 " O . C . 2x 8 @ 1 6 " O . C . W14x90 FLUSH STEEL BEAMW14x90 FLUSH STEEL BEAM W14x99 FLUSH STEEL BEAM W12x26 STEELGARAGE DOOR HEADER 8x8 DF#1 DROPPED TIMBER BEAM PRE-ENGINEERED FLOOR TRUSSES @ 16" O.C. W1 2 x 3 0 F L U S H S T E E L B E A M 8x 1 2 D F # 1 D R O P P E D T I M B E R B E A M 4x 6 @ 42 " O . C . 11 78" R F P I 4 0 @ 1 6 " O . C . PRE-FABRICATED STAIR STRINGERS/TREADS PRE-FABRICATED STAIR STRINGERS/TREADS 11 78" R F P I 4 0 @ 1 6 " O . C . (2 ) 1 34"x 1 1 78" FL U S H L V L B E A M (2 ) 1 34"x 1 1 78" FL U S H L V L B E A M (2 ) 1 34"x 1 1 78" F L U S H L V L B E A M (3) 134"x912" LVL HEADER 8x10 DF#1 DROPPED TIMBER BEAM W10x15 FLUSH STEEL BEAM W10x15 FLUSH STEEL BEAM W14x90 FLUSH STEEL BEAMW14x99 FLUSH STEEL BEAM HSS 12x12x14STEEL COLUMN HSS 12x12x14STEEL COLUMN HSS 12x12x14STEEL COLUMN HSS 12x12x14STEEL COLUMN 8x8 TIMBER POST W/STEEL BRACKET 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. 8X8 DF #1 CANTILEVER BEAM BEAM TO TIE BACK TO WALL FRAMING W/(3) 38"x12" GRK-SS SCREWS @ EA. WALL STUD CONNECT CANTILEVER BEAM TO FLUSH BEAM W/(2) ROWS OF (4) 38"x6" GRK-SS SCREWS THROUGH CANTILEVER BEAM FACE INTO END OF FLUSH DECK BEAM 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST W/STEEL BRACKET 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE HSS 4x4x14STEEL COLUMN HSS 4x4x14STEEL COLUMN 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE SOLID BLOCK IN FLOOR SYSTEM FOR POINT LOAD FROM ABOVE INSTALL HSS4x4x14BELOW 2x10 LEDGER W/(2) ROWS OF 38"x358" LEDGER LOKS 16" O.C. STAGGERED 2x10 LEDGER W/(2) ROWS OF 38"x358" LEDGER LOKS 16" O.C. STAGGERED 2x10 LEDGER W/(2) ROWS OF 38"x358" LEDGER LOKS 16" O.C. STAGGERED 2x10 LEDGER W/(2) ROWS OF 38"x358" LEDGER LOKS 16" O.C. STAGGERED 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © MAIN FLOOR 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 E 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 MAIN FLOOR FRAMING PLAN 0'4'8'2' SCALE: 1/4" = 1'16' S3 7/6/20 7/6/20 C' - ǻ2 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 11 78" R F P I 4 0 @ 1 6 " 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 2018 IBC. 2x 8 @ 1 6 " O . C . 2x10 @ 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 . 2x 8 @ 1 6 " O . C . 2x8 @ 16" O.C. 2x 8 @ 1 6 " 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 @ 1 6 " 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 @ 1 6 " 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 @ 1 6 " 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 @ 1 6 " O . C . W14x53 FLUSH STEEL BEAM W10x15 FLUSH BEAM W1 4 x 2 6 F L U S H S T E E L B E A M 8x12 DF#1 DROPPED TIMBER BEAM 8x10 DF#1 DROPPED TIMBER BEAM PR E - E N G I N E E R E D F L O O R T R U S S E S @ 1 6 " O . C . 8x10 DF#1 FLUSH BEAM TI M B E R A N G L E B R A C E PRE-FABRICATED STAIR STRINGERS/TREADS PRE-FABRICATED STAIR STRINGERS/TREADS (2 ) 1 34"x 1 1 78" F L U S H L V L B E A M W12x22 FLUSH STEEL BEAM W1 4 x 2 6 F L U S H S T E E L B E A M W10x15 FLUSH STEEL BEAM W1 4 x 2 6 F L U S H S T E E L B E A M W10x15 FLUSH STEEL BEAM W1 6 x 3 1 F L U S H S T E E L B E A M W10x15 FLUSH STEEL BEAM W1 4 x 2 6 F L U S H S T E E L B E A M W1 4 x 2 6 F L U S H S T E E L B E A M (3 ) 1 34"x 1 1 78" F L U S H L V L B E A M (3) 134"x1178" FLUSH LVL BEAM (3) 134"x1178" FLUSH LVL BEAM (3 ) 1 34"x 1 1 78" F L U S H L V L B E A M (3) 134"x1178" LVL HEADER (3) 134"x912" LVL HEADER (3) 134"x912" LVL HEADER(3) 134"x912" LVL HEADER (3 ) 1 34"x 1 1 78" L V L H E A D E R (3) 134"x912" LVL HEADER (3) 134"x912" LVL HEADER (2) 134"x912" LVL HEADER (3) 134"x912" LVL HEADER (2 ) 1 34"x 9 12" L V L H E A D E R HSS 4x4x 516STEEL COLUMN HSS 4x4x12STEEL COLUMN STEEL BEAM CONNECTION (3) 134"x912" LVL HEADER STUD PACK MIN (4) STUDS STUD PACK MIN (5) STUDS TI M B E R A N G L E B R A C E 8x10 DF#1 DROPPED TIMBER BEAM 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 (5) STUDS STUD PACK MIN (4) STUDS SIMPSON HGUS5.50/12 HANGER SIMPSON HGUS5.50/12 HANGER SIMPSON HGUS5.50/12 HANGER 8x 1 2 D F # 1 D R O P P E D T I M B E R B E A M STUD PACK MIN (5) STUDS (3) 1 34"x9 12" LVL HEADER 11 78" R F P I 4 0 @ 1 6 " O . C . (2 ) 1 34"x 1 1 78" FL U S H L V L B E A M (2 ) 1 34"x 1 1 78" FL U S H L V L B E A M 8X8 DF #1 CANTILEVER BEAM BEAM TO TIE BACK TO INTERIOR DECK W/(3) 38"x12" GRK-SS SCREWS @ EA. WALL STUD CONNECT CANTILEVER BEAM TO FLUSH BEAM W/(2) ROWS OF (4) 38"x6" GRK-SS SCREWS THROUGH CANTILEVER BEAM FACE INTO END OF FLUSH DECK BEAM 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 8x8 TIMBER POST NOTCH BEAM 1"AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE W1 4 x 2 6 F L U S H S T E E L B E A M STUD PACK MIN (4) STUDS STUD PACK MIN (4) STUDS W1 4 x 2 6 F L U S H S T E E L B E A M STUD PACK MIN (4) STUDS STUD PACK MIN (4) STUDS STEEL BEAM CONNECTION STUD PACK MIN (5) STUDS (3) 1 34"x11 78" LVL BEAM STUD PACK MIN (4) STUDS 2x10 LEDGER W/(2) ROWS 38"x3 58" LEDGER LOKS, 16" O.C. STAGGERED 2x10 LEDGER W/(2) ROWS 38"x3 58" LEDGER LOKS, 16" O.C. STAGGERED 2x10 LEDGER W/(2) ROWS 38"x3 58" LEDGER LOKS, 16" O.C. STAGGERED 2x10 LEDGER W/(2) ROWS 38"x3 58" LEDGER LOKS, 16" O.C. STAGGERED 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 E 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 2ND FLOOR FRAMING PLAN 0'4'8'2' SCALE: 1/4" = 1'16' S4 7/6/20 7/6/20 C' - ǻ2 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 GIRDER TRUSS W14x38 FLUSH STEEL BEAM 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 GIRDER TRUSS GIRDER TRUSS GI R D E R T R U S S PRE-ENGINEERED TRUSS @ 24" O.C. 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 . 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 . 2x 8 R A F T E R S @ 2 4 " O . C . PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. PRE-ENGINEERED OVERFRAME TRUSS @ 24" O.C. 8x8 TIMBER POST NOTCHED FOR 6x BEAM AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 6x12 DF#1 DROPPED BEAM STUD PACK, MIN (4) STUDS STUD PACK, MIN (4) STUDS (2) 2x12 HEADER TOP FLANGE HANGER PER TRUSS MANUFACTURER HSS 4x4x14 STEEL POST SEE DETAIL HSS 4x4x14 STEEL POST SEE DETAIL (2) 134"x912" LVL HEADER (2) 2x12 HEADER (2 ) 1 34"x 9 12" L V L H E A D E R STUD PACK, MIN (4) STUDS TRUSS/TRUSS CONNECTION PER TRUSS MANUFACTURER TRUSS/TRUSS CONNECTION PER TRUSS MANUFACTURER PRE-ENGINEERED TRUSS @ 24" O.C.PRE-ENGINEERED TRUSS @ 24" O.C. PRE-ENGINEERED TRUSS @ 24" O.C. STUD PACK, MIN (4) STUDS STUD PACK, MIN (4) STUDS STUD PACK, MIN (4) STUDS TRUSS/TRUSS CONNECTION PER TRUSS MANUFACTURER STUD PACK, MIN (4) STUDS STUD PACK, MIN (4) STUDS (2) 134"x912" LVL HEADER STUD PACK TO HEADER BELOW, MIN (4) STUDS TRUSS/TRUSS CONNECTION PER TRUSS MANUFACTURER STUD PACK, MIN (4) STUDS STUD PACK, MIN (4) STUDS STUD PACK, MIN (4) STUDS ROOF FRAMING NOTES: 1.SEE S1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS 2.SEE S9 FOR TYPICAL DETAILS 6x12 DF#1 DROPPED BEAM 6x12 DF#1 DROPPED BEAM 6x 1 2 D F # 1 T I E B E A M 8x8 TIMBER POST NOTCHED FOR 6x BEAM AND ATTACHED W/(3) 38" GRK-SS SCREWS EACH SIDE 6x6 KING POST ATTACH W/(3) 38" GRK-SS SCREWS EACH SIDE ON TOP AND BOTTOM GI R D E R T R U S S STUD PACK, MIN (4) STUDS GI R D E R T R U S S STUD PACK, MIN (4) STUDS TOP FLANGE HANGER PER TRUSS MANUFACTURER 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 E 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 7/6/20 7/6/20 C' - ǻ2 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 12" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 58" 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): 58" GYPSUM BOARD, UN-BLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS 6" O.C. EDGE, 8" O.C. FIELD TYPE 3 (SHEAR WALL)- OFFSET 2X12 @ 16" O.C. SHEATHING: EXTERIOR- 12" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 58" 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 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 0'4'8'2'16' PARKING 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: © PARKING 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 E 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 7/6/20 7/6/20 C' - ǻ2 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 S1 S1 S1 S1 S1 S1S1 S1 S1 S1 S1 S1S1 S1 S1 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 12" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 58" 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): 58" GYPSUM BOARD, UN-BLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS 6" O.C. EDGE, 8" O.C. FIELD TYPE 3 (SHEAR WALL)- OFFSET 2X12 @ 16" O.C. SHEATHING: EXTERIOR- 12" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 58" 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 0'4'8'2'16' MAIN FLOOR BRACED WALL PLAN 1191 WOODSTOCK DRIVE, SUITE A, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com BAS1S.com Lo n g m o n t , C o l o r a d o 8 0 5 0 4 20 0 7 1 0 0 Y e a r P a r t y C t , U n i t 1 Sheet No: 303.848.3740 Sheet Title: Date: Issue: © MAIN FLOOR BRACED WALL PLAN 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 E 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 7/6/20 7/6/20 C' - ǻ2 1 1 2 2 4 4 6 6 6.2 6.2 0.7 0.7 3 3 3.3 3.3 4.1 4.1 7 7 AA BB DD EE CC FF 5 5 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1 S1 S1 S1 S1 S1 S1S1 S1S1 S1 S1S1 S1 WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 12" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 58" 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): 58" GYPSUM BOARD, UN-BLOCKED NAIL W/TYPE W COARSE DRYWALL SCREWS 6" O.C. EDGE, 8" O.C. FIELD TYPE 3 (SHEAR WALL)- OFFSET 2X12 @ 16" O.C. SHEATHING: EXTERIOR- 12" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 4" O.C. EDGE, 12" O.C. FIELD INTERIOR- 58" 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 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 E 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 7/6/20 7/6/20 C' - ǻ2 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 13" FOUNDATION DRAIN AND BEDDING (5) #4 CONT. 4'-3" 2'-3"REINFORCED SLAB 1'-2" 11'-73 8" T PLAN DIMENSIONS W x L PER PLAN ANCHOR BOLT & BASE PLATE PER BASE PLATE SCHEDULE HSS COLUMN PER PLAN 2" GROUT PAD 3" CLR 2" CLR T.O.F. VERT REINFORCING HORIZ TIES DOWELS TO MATCH VERT REINF. EMBED LENGTH PROJ. LENGTH CONC. PIER PER PLAN 112" 212" 3" 316 CONSTRUCTION JOINT ROUND OR DIAMOND BLOCKOUT CONC. COLUMN PER PLAN 4" MIN ISOLATION JOINT SECTION @ COLUMN PLAN @ COLUMN T.O.F. CONC. COLUMN PER PLAN CONC. ENCASEMENT ISOLATION JOINT W/ 14" PREFORMED JOINT FILLER, FULL SLAB DEPTH 14 12x3x3 WASHER BASEPLATE PER SCHEDULE 2", TYP F1550 THREADED ROD PER ANCHOR BOLT SCHEDULE #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 WF BEAM PER PLAN HSS 4x COLUMN PER PLAN HSS 12x COLUMN PER PLAN BEARING PL 1412"x18"x34" (WxLxT) 14 34"∅ A325-N BOLT EA. SIDE OF WEB 12" WEB STIFFENER AT BEARING POINTS EA. SIDE OF WEB 14 2"TOP, BOTTOM, CENTER 14 TOP FLANGE/STIFFENER 34"∅ A325-N BOLT EA. SIDE OF WEBBEARING PL 1412"x10"x12" (WxLxT) 14 DOUBLE NUT OR HEADED ANCHOR ROD WF/TIMBER BEAM PER PLAN WF BEAM PER PLAN ဳ BEAMဳ BOLT 34"∅ A325-N BOLTS IN SHORT SLOTTED HOLES SHEAR TAB PL 6"x5"x14" HSS COLUMN PER PLAN WF BEAM PER PLAN 2x14 PLATE, BOLT TO BEAM W/(2) ROWS 12"∅ A-325 BOLTS 24" O.C., STAGGERED EA. SIDE OF WEB TOP FLANGE HANGER PER TRUSS MANUFACTURER PRE-ENGINEERED FLOOR TRUSS 2X WOOD FRAMED WALLS 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 12" LEDGER LOKS 16" O.C. STAGGERED 2x14 LEDGER W/(4) ROWS OF 12" LEDGER LOKS 16" O.C. SOLID BLOCK ABOVE BEAM TO FLOOR ABOVE TIMBER BEAM PER PLAN TIMBER COLUMN PER PLAN 38"x6" GRK-SS SCREWS (3) PER SIDE 38"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 38"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) 38"x8" GRK-SS SCREWS 2x DECK FRAMING PER PLAN 2x12 LEDGER W/(2) ROWS OF 12" LEDGER LOKS 16" O.C. STAGGERED (4) 38"x8" GRK-SS SCREWS8x8 TIMBER DECK ANGLE BRACE TIMBER BEAM PER PLAN SIMPSON LUS28 HANGER DECORATIVE TREATMENT RE: ARCHITECTURAL TIMBER COLUMN PER PLAN 38"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) 34"∅ A-325 BOLTS THROUGH WALL STUDS EACH SIDE OF BRACE EXTEND CONCRETE PIER 8" FOR ECCENTRIC COLUMN @ GRID 7 6" ECCENTRIC TIMBER COLUMN @ GIRD 7 CANTILEVERED TIMBER BEAM (3) 38"x12" GRK-SS SCREWS @ EACH WALL STUD BEYOND FLUSH TIMBER BEAM STAIR WELL WALL FRAMING BEYOND SIMPSON MSTC66 STRAP W/(64) 16d SINKERS #5 @ 9" O.C. 10" WALL #5 VERT @ 9" O.C. #5 DOWEL @ 9" O.C. W/6" HOOK #4 @ 10" HORIZ. 6" WALL 2'-33 4" 24" SPLICE MIN 24" SPLICE MIN FLOOR FRAMING WALL FRAMING TREATED 2x PLATE TREATED 2x PLATE, EXTEND SHEATHING OVER WALL FOR GYPCRETE TOPPING SLAB 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 E 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 STANDARD RETAINING WALL DETAIL SCALE: NTS INTERIOR STEEL COLUMN/PIER DETAIL SCALE: NTS SLAB ON GRADE BLOCKOUT DETAIL SCALE: NTS HSS COLUMN BASEPLATE DETAIL SCALE: NTS EXTERIOR WOOD COLUMN/PIER DETAIL STEEL BEAM/COLUMN DETAIL STEEL BEAM CONNECTION DETAIL MAIN FLOOR STEEL BEAM/ TRUSS CONNECTION DETAIL STAIR WELL FLOOR/FLOOR TRUSS CONNECTION DETAIL COVERED DECK/ROOF TIMBER BEAM/COLUMN DETAIL DECK FRAMING BEAM/POST CONNECTION DETAIL CANTILEVERED DECK BEAM DETAIL DECK TIMBER ANGLE/BEAM CONNECTION DETAIL 7/6/20 TIMBER ANGLE BRACE WALL DETAIL 7/6/20 C' - ǻ2 SHEET NUMBER SHEET TITLE MECHANICAL DRAWING INDEX .... TOTAL:6 .. M0.0 MECHANICAL INDEX, LEGEND AND NOTES 02 / 1 1 / 2 0 2 0 PR E M I T I S S U E ISSUED FOR REFERENCE ONLY ISSUED FOR PERMIT SECTION REFERENCE NUMBER. SECTION SHEET NUMBER WORK NOTE DESIGNATION. EQUIPMENT DESIGNATION. PIPE ANCHOR,ALIGNMENT GUIDE DUCT TRANSITION COMBINATION FIRE/SMOKE DAMPER. HUMIDITY SENSOR TEMPERATURE SENSOR. CHECK VALVE PIPE CAP, BLIND FLANGE PIPE DOWN AND PIPE TEE DOWN PIPE UP AND PIPE TEE UP PRESSURE REDUCING VALVE BALANCING VALVE A 8" 200 ALL SYMBOLS IN LEGEND MAY NOT BE USED ON THIS PROJECT. MECHANICAL LEGEND ABBREVIATIONS SHEET METAL FITTINGS AND EQUIPMENT PIPING DESIGNATIONS AND FITTINGS HEATING WATER SUPPLY HEATING WATER RETURN HEAT RECOVERY SUPPLY HEAT RECOVERY RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN LOW PRESSURE STEAM STEAM (CONDENSATE) RETURN REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT HOT GAS CONDENSATE DRAIN PUMPED CONDENSATE DRAIN RADIANT HEATING SNOWMELT ARROW IN LINE INDICATES DIRECTION OF FLOW HWS HWR HRS HRR CHWS CHWR CWS CWR LPS LPR RL RS RHG CD PCD RH AD ACCESS DOOR AFF ABOVE FINISH FLOOR AFMS AIR FLOW MEASURING STATION AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AHU (AH)AIR HANDLING UNIT AP ACCESS PANEL BAS BUILDING AUTOMATION SYSTEM BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BHP BRAKE HORSE POWER BMS BUILDING MANAGEMENT SYSTEM BTU BRITISH THERMAL UNIT CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CO CARBON MONOXIDE CO2 CARBON DIOXIDE COP COEFFICIENT OF PERFORMANCE CU CONDENSING UNIT CV CONSTANT VOLUME CWP CONDENSER WATER PUMP DB DRY BULB TEMPERATURE dB DECIBEL DDC DIRECT DIGITAL CONTROL DN DOWN DP DIFFERENTIAL PRESSURE DS DUCT SUMP DX DIRECT EXPANSION (E)EXISTING EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE F DEGREES FAHRENHEIT FCU (FC)FAN COIL UNIT FLA FULL LOAD AMPS FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET GAL GALLONS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HP HORSE POWER HR HOUR HZ HERTZ IN INCH I.E.INVERT ELEVATION KW KILOWATT KWH KILOWATT-HOUR LAT LEAVING AIR TEMPERATURE LBS POUNDS LF LINEAR FEET LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MBH 1000 BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPS MERV MINIMUM EFFICIENCY REPORTING VALUE MOCP MAXIMUM OVER CURRENT PROTECTION NA NOT APPLICABLE NC NORMALLY CLOSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NORMALLY OPEN NPSHA NET POSITIVE SUCTION HEAD AVAILABLE NPSHR NET POSITIVE SUCTION HEAD REQUIRED OA OUTSIDE AIR P PUMP PCF POUND PER CUBIC FOOT PD PRESSURE DROP PH PHASE PPM PARTS PER MILLION PRV PRESSURE REDUCING VALVE PSI POUND PER SQUARE INCH PSIA POUND PER SQUARE INCH ABS. PSIG POUND PER SQUARE INCH GAUGE RA RETURN AIR RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE RTU ROOFTOP UNIT SEER SEASONAL ENERGY EFFICIENCY RATIO SA SUPPLY AIR SP STATIC PRESSURE SQ FT SQUARE FEET TAB TESTING AND BALANCING TDH TOTAL DEVELOPED HEAD TEL TOTAL EQUIVALENT LENGTH TSP TOTAL STATIC PRESSURE TYP TYPICAL UNO UNLESS NOTED OTHERWISE UV ULTRA VIOLET V VOLT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER (MANUAL) VFD VARIABLE FREQUENCY DRIVE VTR VENT THRU ROOF WB WET BULB TEMPERATURE WC WATER COLUMN WPD WATER PRESSURE DROP (N)NEW (E)EXISTING (F)FUTURE (REL)RELOCATED EF X DUCT TRANSITION SQUARE TO ROUND DUCT TRANSITION # ISOLATION VALVE AIRFLOW - SUPPLY AIRFLOW - RETURN OR EXHAUST MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER WITH REMOTE OPERATION FIRE DAMPER. SMOKE DAMPER. MOTORIZED CONTROL DAMPER ## @-### DEMOLITION NOTE DESIGNATION. POINT OF CONNECTION. NEW TO EXISTING AIR DEVICE DESIGNATION EXISTING DUCTWORK / PIPING TO REMAIN EXISTING DUCTWORK / PIPING TO BE REMOVED. NECK SIZE DEVICE TYPE AIRFLOW RETURN AIR GRILLE SUPPLY AIR DIFFUSER EXHAUST AIR GRILLE SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN DUCT UP RETURN DUCT DOWN EXHAUST DUCT UP EXHAUST DUCT DOWN LINEAR SLOT DIFFUSER SYMBOLS AND DESCRIPTIONS TEMPERATURE TRANSMITTER CARBON MONIXIDE SENSOR. CARBON DIOXIDE SENSOR. INDOOR AIR QUALITY SENSOR. # FS F S M TWO-WAY CONTROL VALVE THREE-WAY CONTROL VALVE TEST PORT, UNION THERMOMETER, PRESSURE GAUGE WELL, MANUAL AIR VENT STRAINER PLUG VALVE SM A 4FL/8" 200 LINEAR SLOT DESIGNATION SLOT LENGTH AX-XX-H TERMINAL UNIT TAG AHU OR MAU DESIGNATION BOX DESIGNATION REHEAT DESIGNATION REB 200 REBALANCE EXISTING DIFFUSER DYNAMIC VALVE X" PIPE TYPE (XXX) XXX = GPM OF FLOW FOR PIPING PIPING NOTATION OCCUPANCY SENSOR. REL 200 RELOCATE AND REBALANCE EXISTING DIFFUSER M0.1 MECHANICAL SCHEDULES M2.0 GARAGE LEVEL FLOOR PLAN - MECHANICAL M2.1 MAIN LEVEL FLOOR PLAN - MECHANICAL M2.2 UPPER LEVEL FLOOR PLAN - MECHANICAL LOCATION:ESTES PARK, CO ALTITUDE: 7500 FT DENSITY RATIO: 0.756 ASHRAE CLIMATE ZONE:5B OUTDOOR CONDITIONS:SUMMER DESIGN DB = 80 ) COINCIDENT WB = 60 ) WINTER DESIGN DB = -16 ) INDOOR CONDITIONS:SUMMER DESIGN DB = 75 ) WINTER DESIGN DB = 70 ) CODES:2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 IECC ALL APPLICABLE LOCAL AMENDMENTS VENTILATION:NATURAL VENTILATION PER ASHRAE 62.1 AND 2015 IMC. ENVELOPE CHARACTERISTICS:WALLS: WOOD FRAMED, STUDS AT 16" O.C., R-20 BATT IN STUD SPACE, ASSEMBLY U-FACTOR = 0.063 ROOF: R-45 WINDOWS:U-FACTOR = 0.30 SHGC = 0.26 (SC = 0.30) REFERENCE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. DESIGN DATA MECHANICAL GENERAL NOTES 1.DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. 2.ALL WORK SHALL CONFORM WITH ALL APPLICABLE BUILDINGS CODES, FIRE CODES, AND ALL AUTHORITIES HAVING JURISDICTION. 3.THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS, AND PERFORMANCE. 4.DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN INTENT, ARRANGEMENT, AND GENERAL EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATIVE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD COORDINATION OF ALL OTHER TRADES, THIS CONTRACTOR SHALL FIELD COORDINATION OF ALL OTHER TRADES, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 5.CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WORK WITH ALL NEW AND EXISTING MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, ARCHITECTURAL, AND STRUCTURAL MEMBERS. RELOCATE EXISTING MECHANICAL, PLUMBING AND FIRE PROTECTION WORK AS REQUIRED TO ACCOMMODATE ALL NEW WORK (ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, FIRE ALARM, LOW VOLTAGE, A/V, ETC. 6.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION UNLESS SPECIFICALLY DIRECTED OTHERWISE. 7.COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, FIRE PROTECTION AND ELECTRICAL DRAWINGS. 8.INSTALL CONDENSATE DRAINS FOR ALL COOLING COILS WITH TRAP DEPTH EQUAL TO 1.5 TIMES THE UNIT'S TOTAL STATIC PRESSURE. DISCHARGE CONDENSATE TO FLOOR SINK/FLOOR DRAIN UNLESS NOTED OTHERWISE. 9.ALL ROOF WORK SHALL BE PER THE ROOFING MANUFACTURE'S INSTALLATION INSTRUCTIONS TO MAINTAIN THE EXISTING ROOF WARRANTY. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THIS SCOPE OF WORK AND/OR CORE DRILL REQUIREMENTS. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER AS REQUIRED. 11.CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. 12.PROVIDE ACCESS PANELS IN HARD CEILINGS FOR ACCESS TO ALL MECHANICAL EQUIPMENT, FIRE DAMPERS, FIRE/SMOKE DAMPERS, ISOLATION VALVES, ETC. THIS SHALL INCLUDE ALL NEW MECHANICAL ITEMS REQUIRING ACCESS. 13.PROVIDE REDLINE MARKUPS OF ANY FIELD CHANGES OR MODIFICATIONS ON THE CONSTRUCTION DOCUMENTS. REDLINE DRAWINGS SHALL BE REQUIRED WHETHER COORDINATION DRAWINGS ARE REQUIRED OR NOT. 14.THE MECHANICAL DIAGRAMS SHALL BE INCORPORATED INTO THE ASSOCIATED WORK AND PROVIDE GENERAL GUIDANCE AS TO THE INSTALLATION INTENT WHETHER REFERENCED TO OR NOT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION, AND INSURE THAT ALL INSTALLATIONS ARE IN ACCORDANCE WITH THE EQUIPMENT'S MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 15.COORDINATE AND VERIFY ACTUAL APPROVED EQUIPMENT DIMENSIONS PRIOR TO POURING CONCRETE EQUIPMENT PADS. M2.3 ROOF PLAN - MECHANICAL MECHANICAL DUCT SYSTEM NOTES 1.DUCT SIZES AS INDICATED ON THE DRAWINGS ARE OUTSIDE SHEET METAL DIMENSIONS. WHERE DUCT LINER IS USED THE DUCTWORK DIMENSIONS ACCOMMODATE THE DUCT LINER. 2.CONTRACTOR SHALL CONSTRUCT AND INSTALL DUCTWORK PER SMACNA STANDARDS. 3.EXHAUST DUCTWORK CONNECTED TO COMMERCIAL OR RESIDENTIAL DRYERS SHALL HAVE A SMOOTH INTERIOR FINISH. DUCTS SHALL NOT BE JOINED WITH SCREWS OR SIMILAR FASTENERS THAT PROTRUDE INTO THE INSIDE OF THE DUCT. 4.BRANCH DUCT CONNECTIONS TO DIFFUSERS SHALL BE THE SAME SIZE AS THE DIFFUSER NECK UNLESS NOTED OTHERWISE. 5.SPIN-IN FITTINGS TO DIFFUSERS SHALL BE CONICAL TYPE (EXCEPT LOCATIONS WHERE LISTED DUCT HEIGHT DOES NOT ACCOMMODATE). 6.DAMPERS: SINGLE BLADE TYPE VOLUME DAMPERS SHALL BE INSTALLED AT ALL DIFFUSER TAKEOFFS AND WHERE REQUIRED FOR PROPER BALANCING. HANDLE SHALL BE VISIBLE THROUGH INSULATION. 7.SPIRAL EXPOSED DUCTWORK SHALL BE GALVANIZED SHEET STEEL SPIRAL. PROVIDE MILL PHOSPHATIZED FINISH THAT IS FREE FROM VISUAL IMPERFECTIONS, INCLUDING PITTING, SEAM MARKS, ROLLER MARKS, STAINS, DENTS AND DISCOLORATIONS, INCLUDING THOSE THAT WOULD IMPAIR PAINTING. 8.INSULATED FLEXIBLE DUCT MAY BE USED FOR THE CONNECTION TO SUPPLY AIR OUTLETS/DIFFUSERS PROVIDED THE FLEXIBLE CONNECTION DOES NOT EXCEED 6 LINEAR FEET IN LENGTH. INSTALL DUCTS FULLY EXTENDED. DO NOT INSTALL IN THE COMPRESSED STATE OR USE EXCESS LENGTH. DUCT SCHEDULE MATERIAL PRESSURE CLASS MINIMUM SMACNA SEAL CLASS SMACNA LEAKAGE CLASS FOR RECT. SMACNA LEAKAGE CLASS FOR ROUND DUCT SYSTEM NOTES SUPPLY AND RETURN DUCTS UPSTREAM AND DOWNSTREAM OF FANS WITH LESS THAN 2" ESP GALVANIZED STEEL 2-INCH WG B 24 12 ALL EXTERIOR DUCTWORK TO BE SEAL CLASS A EXHAUST DUCTS UPSTREAM AND DOWNSTREAM OF FANS WITH LESS THAN 2" ESP GALVANIZED STEEL 2-INCH WG B 24 12 COMMERCIAL OR RESIDENTIAL DRYER EXHAUST STAINLESS STEEL OR ALUMINUM ----#3 INSULATION SCHEDULE SYSTEM LINER/WRAP THICKNESS (IN) DENSITY (LBS/FT3) MINIMUM R-VALUE NOTES DUCTWORK IN UNCONDITIONED SPACE (VENTILATED ATTIC, BTWN ROOF AND INSULATED CEILING) SUPPLY WRAP 2"0.75 R-6 WITH FSK FACING RETURN WRAP 2"0.75 R-6 WITH FSK FACING DUCTWORK IN UNVENTILATED ATTIC (NO RA PLENUM) SUPPLY WRAP 2"0.75 R-6 WITH FSK FACING RETURN WRAP 2"0.75 R-6 WITH FSK FACING EXPOSED SPIRAL DUCT SUPPLY/ RETURN NONE N/A N/A N/A UNLESS NOTED ON PLANS ALL OTHER SUPPLY DUCTWORK SUPPLY WRAP 1.5"0.75 R-4.2 WITH FSK FACING UNTREATED OUTSIDE AIR DUCT (ENCLOSED) SUPPLY WRAP 1.5"0.75 R-4.2 WITH FSK FACING RETURN WRAP 1.5"0.75 R-4.2 WITH FSK FACING ALL OTHER EXHAUST EXHAUST NONE N/A N/A N/A 1 06 / 1 5 / 2 0 2 0 PL A N R E V I E W C O M M E N T S 6 M0.0 MECHANICAL INDEX, LEGEND AND NOTES 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. 06/15/2020 1 M0.1N.TS.CONDENSING UNIT / FURNACE EVAPORATOR COIL AS SCHEDULED TO MATCH FURNACE CABINET PVC DRAIN W/VENT. DISCHARGE TO NEAREST FLOOR SINK LINED SUPPLY AIR, SIZE PER PLANS FLEXIBLE CONNECTION LINED RETURN AIR, SIZE PER PLANS FILTER WITH ACCESS DOOR FURNACE OUTDOOR CONDENSING UNIT, TYP. 4" CONCRETE PAD INSUATED REFRIGERANT PIPING, SIZE & INSTALLATION PER MANUFACTURER PARKING GARAGE EXHAUST - SEQUENCE OF OPERATION 1.PROVIDE CARBON MONOXIDE (CO) AND NITROGEN DIOXIDE (NO2) SENSORS EQUIVALENT TO HONEYWELL 301C MONITOR AND E3 SENSOR. 2.START THE EXHAUST FAN FOR A MINIMUM CONTINUOUS OPERATION OF 275 CFM. 3.AT CO LEVEL DETECTION OF 75 PPM, VFD TO RAMP FAN UP TO MAXIMUM EXHAUST AIRFLOW (3200 CFM) TO REDUCE THE CO LEVEL. FAN TO BE ENABLED TO MAXIMUM AIRFLOW VALUE UNTIL CO LEVEL IS REDUCED TO 25 PPM. AT CO LEVEL BELOW 25 PPM, FAN TO BE RAMPED DOWN TO MINIMUM CONTINUOUS OPERATION AIRFLOW VALUE. 1 1 1 M0.1 MECHANICAL SCHEDULES 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. 06/15/2020 FF 5 5 CC C,7C,7 EE DD B.4B.4 BB AA 7 7 4.1 4.1 3.3 3.3 3 3 0.7 0.7 6.2 6.2 6 6 4 4 2 2 1 1 UP EWH 1 EUH 1 EF 2 60"x24" INTAKE LOUVER EUH 2 60"x24" INTAKE LOUVER EUH 2 EUH 2 2 1 2 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. M2.0 GARAGE LEVEL FLOOR PLAN - MECHANICAL SCALE: GARAGE LEVEL FLOOR PLAN - MECHANICAL 1/4" = 1'-0" # 1.COMBINATION CO AND NO2 SENSOR. REFERENCE SEQUENCE OF OPERATION FOR REQUIREMENTS. 2.REFERENCE ARCHITECTURAL PLANS FOR LOUVER REQUIREMENTS. WORK NOTES: TRUE 06/15/2020 FF 5 5 CC C,7C,7 EE DD B.4B.4 BB AA 7 7 4.1 4.1 3.3 3.3 3 3 0.7 0.7 6.2 6.2 6 6 4 4 2 2 1 1 DN UP REF ACC W/DACC W/D ACC W/DACC W/D RE DW F RE F REF DW DW DW ACC W/D DW F FACC W/D ACC W/D DW 1 EF 1 EF 1 EF 1 1 EF 1 EF 1 4 EF 1 F/CC 2 F/CC 1 F/CC 4 F/CC 3 APARTMENT 201 APARTMENT 202 APARTMENT 203 APARTMENT 204 CU 5 (APT. 301) CU 1 (APT. 201) CU 6 (APT. 302) CU 2 (APT. 202) CU 7 (APT. 303) CU 3 (APT. 203) CU 8 (APT. 304) CU 4 (APT. 204) 2 2 2 2 EWH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 B 16x16 -- A 14x6 230 U.C. 1" 18 x 1 2 ( 1 " L N R ) U. C . 1 " U. C . 1 " U. C . 1 " U. C . 1 " U. C . 1 " U. C . 1 " 18 x 1 2 ( 1 " L N R ) B 18x18 -- 20 x 1 2 ( 1 " L N R ) 10" A 12x6 180 A 12x6 200 B 14x6 -- HI/LO RA B 12x6 -- HI/LO RA B 12x6 -- HI/LO RA (2) 6" B 8x6 -- HI/LO RA B 18x18 -- B 8x6 -- B 8x6 -- EF 1 20 x 1 2 ( 1 " L N R ) 6" 8" 8" 8" 4 B 6" -- 18x18 10"16x10 (1" LNR) 18x12 (1" LNR) 8" A 10x6 165 A 12x6 190 B 14x6 -- HI/LO RAB12x6 -- HI/LO RA C 6x6 165 A 6x6 100 3 C 9x-9 230 3 8" A 6x6 1008" C 9x9 200C9x9 200 3 (2) (2) A 6x6 100 A 12x6 200 C 9x9 200 8" (2) (2) (2) 6" 3 3 A 8x6 120 A 8x6 110 A 8x6 110 8x 6 8" 6" 8" C 6x6 100 A 12x6 190 8" 6" 8" A 12x6 200 A 20x6 310 6" 6" B 8x6 -- B 8x6 -- 8x 6 5 F-1 F-2 F-3B14x6 -- HI/LO RA (2) F-4 18x12 (1" LNR) 8" 61 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. M2.1 MAIN LEVEL FLOOR PLAN - MECHANICAL SCALE: MAIN LEVEL FLOOR PLAN - MECHANICAL 1/4" = 1'-0" TRUE # 1.XVENT DOUBLE HORIZONTAL EXHAUST LOUVER WITH 6" CONNECTION FOR BATHROOM EXHAUST AND SEPARATE 4" CONNECTION FOR DRYER EXHAUST. BOTH CONNECTIONS WITH GRAVITY BACK-DRAFT DAMPERS. 2.SIDEWALL CONCENTRIC VENT FOR FURNACE. 3.DUCTWORK SHALL ROUTE UP INTO THE TRUSS SPACE, ABOVE THE RATED CEILING. FIRESTOP/PROTECTION PER DEFERRED SUBMITTAL BY FIRESTOP CONTRACTOR. 4.X-VENT DOUBLE HORIZONTAL EXHAUST LOUVER WITH 6" CONNECTION FOR BATHROOM EXHAUST AND SEPARATE 4" CONNECTION FOR DRYER EXHAUST. X-VENT SINGLE HORIZONTAL EXHAUST LOUVER WITH 6" BATHROOM EXHAUST CONNECTION. INSTALL SIDE BY SIDE TO SHOW A CONTINUOUS APPEARANCE. 5.X-VENT SINGLE HORIZONTAL EXHAUST LOUVER FOR 6" BATHROOM EXHAUST CONNECTION. 6.DUCTWORK IN DROPPED SOFFIT BELOW RATED FLOOR ASSEMBLY. TYPICAL FOR ALL SIDEWALL DIFFUSERS UNLESS NOTED OTHERWISE. WORK NOTES: 1 1 06/15/2020 FF 5 5 CC C,7C,7 EE DD B.4B.4 BB AA 7 7 4.1 4.1 3.3 3.3 3 3 0.7 0.7 6.2 6.2 6 6 4 4 2 2 1 1 DN W/D W/D W/DW/D W/D RE DW F RE F W/D W/D W/DW/D W/D F RE DW F REDW DW EF 1 1 2 F/CC 5 EF 1 1 EF 1 1 EF 1 1 EF 1 1EF 1 1 EF 1 1 3 3 3 3 2 F/CC 6 2 F/CC 7 2 F/CC 8 APARTMENT 301 APARTMENT 302 APARTMENT 303 APARTMENT 304 EWH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 EBH 1 U. C . 1 " U. C . 1 " U. C . 1 " U.C. 1" U.C. 1" U.C. 1" U.C. 1" U.C. 1" U.C. 1" B 14x6 -- HI/LO RA B 14x6 -- HI/LO RA B 12x6 -- HI/LO RA B 14x6 -- HI/LO RA B 8x6 -- HI/LO RA A 12x6 190 B 16x16 -- 20 x 1 0 ( 1 " L N R ) 20 x 1 0 ( 1 " L N R ) (2) (2) B 18x16 -- 8" 10"B 16x16 -- 22 x 1 2 ( 1 " L N R ) (2) 8" 8" (2) B 16x16 --6" 20x10 (1" LNR) B 10x6 -- B 10x6 -- 22x12 (1"LNR) 20x12 (1"LNR) 20x10 (1"LNR) 4 10" 8x6 A 6x6 100 A18x8 400 A 12x6 190 4 A 6x6 100 A 12x6 190 B B -- 8x6 -- 8x 6 C 9x9 230 (2) A 6x6 100 4 10 x 6 8" A 10x6 165 C 6x6 165 A 6x6 100 8" 6" 8" A 14x6 25010" A 14x6 220 A14x6 210 8"8" A 14x6 210 20x12 (1"LNR) A 8x6 120 A 10x6 160 8" 8" A 12x6 150 F-5 F-6 F-7 F-8 51 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. M2.2 UPPER LEVEL FLOOR PLAN - MECHANICAL SCALE: UPPER LEVEL FLOOR PLAN - MECHANICAL 1/8" = 1'-0" TRUE # 1.5" EA UP THRU ROOF WITH GOOSENECK. 2.3" FLUE/3" COMBUSTION AIR UP TO CONCENTRIC VENT AND UP THRU ROOF. 3.4" DRYER VENT UP THRU ROOF WITH ROOF VENT CAP. 4.DUCTWORK SHALL ROUTE UP INTO THE ATTIC SPACE, ABOVE THE RATED CEILING. FIRESTOP/PROTECTION PER DEFERRED SUBMITTAL BY FIRESTOP CONTRACTOR. 5.DUCTWORK IN DROPPED SOFFIT BELOW RATED FLOOR ASSEMBLY. TYPICAL FOR ALL SIDEWALL DIFFUSERS UNLESS NOTED OTHERWISE. WORK NOTES: 1 06/15/2020 FF 5 5 CC C,7C,7 EE DD B.4B.4 BB AA 7 7 4.1 4.1 3.3 3.3 3 3 0.7 0.7 6.2 6.2 6 6 4 4 2 2 1 1 1 1 1 1 2 3 3 3 2 2 3 3 3 3 2 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. M2.3 ROOF PLAN - MECHANICAL SCALE: ROOF PLAN - MECHANICAL 1/8" = 1'-0" # 1.FURNACE VENT AND FLUE CONCENTRIC TERMINATION. 2.4" DRYER EXHAUST GOOSENECK TERMINATION. 3.5" TOILET ROOM EXHAUST FAN GOOSENECK TERMINATION. WORK NOTES: TRUE 06/15/2020 SHEET NUMBER SHEET TITLE PLUMBING DRAWING INDEX P0.0 PLUMBING DRAWING INDEX, LEGEND AND NOTES 02 / 1 1 / 2 0 2 0 PE R M I T I S S U E ISSUED FOR REFERENCE ONLY ISSUED FOR PERMIT SECTION REFERENCE NUMBER. SECTION SHEET NUMBER WORK NOTE DESIGNATION. EQUIPMENT DESIGNATION. PIPE ANCHOR,ALIGNMENT GUIDE CHECK VALVE PIPE CAP, BLIND FLANGE PIPE DOWN AND PIPE TEE DOWN PIPE UP AND PIPE TEE UP PRESSURE REDUCING VALVE BALANCING VALVE ALL SYMBOLS IN LEGEND MAY NOT BE USED ON THIS PROJECT. PLUMBING LEGEND ABBREVIATIONS PIPING DESIGNATIONS AND FITTINGS COMPRESSED AIR DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER CIRCULATION DOMESTIC NON-POTBALE WATER DOMESTIC SOFT COLD WATER DOMESTIC SOFT HOT WATER EXISTING DOMESTIC WATER EXISTING SANITARY GAS PIPING ABOVE GRADE SANITARY BELOW GRADE SANITARY GREASE SANITARY SS - COMBINATION WASTE AND VENT VENT CIRCUIT VENT STORM DRAIN PIPING ABOVE GRADE STORM DRAIN PIPING BELOW GRADE OVERFLOW STORM DRAIN PIPING CA CW HW HWC NP SCW SHW G SS SS SD AD ACCESS DOOR AFF ABOVE FINISH FLOOR AP ACCESS PANEL BAS BUILDING AUTOMATION SYSTEM BOP BOTTOM OF PIPE BHP BRAKE HORSE POWER BMS BUILDING MANAGEMENT SYSTEM BTU BRITISH THERMAL UNIT CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CP CONDENSATE PUMP DN DOWN (E)EXISTING ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE F DEGREES FAHRENHEIT FLA FULL LOAD AMPS FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET FM FORCED MAIN GAL GALLONS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HP HORSE POWER HR HOUR HZ HERTZ IN INCH I.E.INVERT ELEVATION KW KILOWATT KWH KILOWATT-HOUR LBS POUNDS LF LINEAR FEET LWT LEAVING WATER TEMPERATURE MBH 1000 BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPS MOCP MAXIMUM OVER CURRENT PROTECTION NA NOT APPLICABLE NC NORMALLY CLOSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NORMALLY OPEN NPSHA NET POSITIVE SUCTION HEAD AVAILABLE NPSHR NET POSITIVE SUCTION HEAD REQUIRED P PUMP PCF POUND PER CUBIC FOOT PD PRESSURE DROP PH PHASE PRV PRESSURE REDUCING VALVE PSI POUND PER SQUARE INCH PSIA POUND PER SQUARE INCH ABS. PSIG POUND PER SQUARE INCH GAUGE RPM REVOLUTIONS PER MINUTE SQ FT SQUARE FEET TAB TESTING AND BALANCING TDH TOTAL DEVELOPED HEAD TEL TOTAL EQUIVALENT LENGTH TYP TYPICAL UNO UNLESS NOTED OTHERWISE UV ULTRA VIOLET V VOLT VAV VARIABLE AIR VOLUME VD VOLUME DAMPER (MANUAL) VFD VARIABLE FREQUENCY DRIVE VTR VENT THRU ROOF WC WATER COLUMN WH WATER HEATER (N)NEW (E)EXISTING (F)FUTURE (R)RELOCATED WH X # ISOLATION VALVE ## @-### DEMOLITION NOTE DESIGNATION. POINT OF CONNECTION. NEW TO EXISTING EXISTING PIPING TO REMAIN EXISTING PIPING TO BE REMOVED. SYMBOLS AND DESCRIPTIONS # TWO-WAY CONTROL VALVE THREE-WAY CONTROL VALVE TEST PORT, UNION THERMOMETER, PRESSURE GAUGE WELL, MANUAL AIR VENT STRAINER PLUG VALVE X" PIPE TYPE (XXX) XXX = FIXTURE UNITS FOR WATER AND SANITARY PIPING XXX = GPM OF FLOW FOR HWC PIPING XXX = MBH CONNECTED LOAD FOR GAS PIPING XXX, XX = ROOF AREA IN SQFT. AND GPM FOR STORM PIPING PIPING NOTATION SD OSD GSS CWV V CV DYNAMIC VALVE LOCATION:ESTES PARK, CO RAINFALL RATE:3" PER HOUR CODES:2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 IECC ALL APPLICABLE LOCAL AMENDMENTS DESIGN DATA 1.DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. 2.THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS, AND PERFORMANCE. 3.ALL WORK SHALL CONFORM WITH ALL APPLICABLE BUILDINGS CODES, FIRE CODES, AND ALL AUTHORITIES HAVING JURISDICTION. 4.DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN INTENT, ARRANGEMENT, AND GENERAL EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATIVE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELD COORDINATION OF ALL OTHER TRADES, THIS CONTRACTOR SHALL PROVIDE FIELD COORDINATION OF ALL OTHER TRADES, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 5.CONTRACTOR SHALL CLOSELY COORDINATE NEW PLUMBING WORK WITH ALL NEW AND EXISTING MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, ARCHITECTURAL, AND STRUCTURAL MEMBERS. RELOCATE EXISTING MECHANICAL, PLUMBING AND FIRE PROTECTION WORK AS REQUIRED TO ACCOMMODATE ALL NEW WORK (ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, FIRE ALARM, LOW VOLTAGE, A/V, ETC. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THIS SCOPE OF WORK AND/OR CORE DRILL REQUIREMENTS. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER AS REQUIRED. 7.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION UNLESS SPECIFICALLY DIRECTED OTHERWISE. 8.THE PLUMBING DIAGRAMS SHALL BE INCORPORATED INTO THE ASSOCIATED WORK AND PROVIDE GENERAL GUIDANCE AS TO THE INSTALLATION INTENT WHETHER REFERENCED TO OR NOT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION, AND INSURE THAT ALL INSTALLATIONS ARE IN ACCORDANCE WITH THE EQUIPMENT'S MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 9.CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND INVERT ELEVATIONS OF ALL EXISTING UTILITIES AT THE SITE PRIOR TO THE INSTALLATION OF ANY PIPING SYSTEMS. 10.ALL SANITAR< SE:ER PIPING 3´ AND LARGER SHALL SLOPE AT 1% OR 1/8´ PER FOOT, UNLESS NOTED OTHER:ISE. ALL SANITAR< SE:ER PIPING 2´ AND SMALLER SHALL SLOPE AT 2% OR 1/4´ PER FOOT. 11.ALL STORM DRAIN PIPING SHALL SLOPE AT 1% OR 1/8´ PER FOOT, UNLESS NOTED OTHER:ISE. 12. ALL :ALL AND FLOOR CLEAN OUTS, SERVING 4´ AND SMALLER, SHALL BE THE SAME SI=E AS THE PIPING S<STEM THE< SERVE. CLEAN OUTS SERVING 5´ AND 6´ PIPE S<STEMS SHALL BE 4´. CLEAN OUTS SERVING 8´ PIPING S<STEMS SHALL BE 6´. CLEAN OUTS SERVING, 10´ AND LARGER, SHALL BE 8´. 13.ALL ROOF WORK SHALL BE PER THE ROOFING MANUFACTURE'S INSTALLATION INSTRUCTIONS TO MAINTAIN THE EXISTING ROOF WARRANTY. 14.PROVIDE TEMPERING VALVES FOR ALL LAVATORIES AND HAND WASHING SINKS. TEMPERING VALVES SHALL CONFORM WITH ASSE 1070 (POWERS MODEL LFG480 OR EQUIVALENT). 15.PROVIDE WATER HAMMER ARRESTERS AT ALL QUICK CLOSING VALVES WITH ISOLATION VALVE AND WITH ACCESS OR ACCESS PANEL. 16.ALL THREADED HOSE CONNECTIONS TO DOMESTIC WATER SYSTEM SHALL HAVE AN APPROVED VACUUM BREAKER. IE: HOSE BIBS, WALL HYDRANTS, SYSTEM DRAINS, EQUIPMENT DRAINS, ETC. 17.PROVIDE ACCESS PANELS IN HARD CEILINGS AND WALLS FOR ACCESS TO ALL PLUMBING EQUIPMENT, ISOLATION VALVES, ETC. THIS SHALL INCLUDE ALL NEW AND EXISTING PLUMBING ITEMS REQUIRING ACCESS. 18.FURNISH AND INSTALL WATTS SD-3 BACKFLOW PREVENTION DEVICE FOR ALL COFFEE URNS AND TEA DISPENSERS. 19.COORDINATE AND VERIFY ACTUAL APPROVED EQUIPMENT DIMENSIONS PRIOR TO POURING CONCRETE EQUIPMENT PADS. 20.PROVIDE REDLINE MARKUPS OF ANY FIELD CHANGES OR MODIFICATIONS ON THE CONSTRUCTION DOCUMENTS. REDLINE DRAWINGS SHALL BE REQUIRED WHETHER COORDINATION DRAWINGS ARE REQUIRED OR NOT. PLUMBING GENERAL NOTES PIPING SYSTEM NOTES 1.ALL NEW COLD, HOT AND HOT WATER CIRC WATER PIPING SHALL BE COPPER OR PEX. 1.1.COPPER SHALL BE TYPE "L" HARD DRAWN COPPER CONFIRMING TO LEAD-FREE STANDARDS WITH CAST BRONZE OR WROUGHT COPPER FITTINGS, SOLDER JOINT TYPE USING ONLY LEAD FREE SOLDER. 1.2.PEX-A PLASTIC PIPING SHALL BE ACCORDING TO ASTM F 876 2.PROVIDE 1 1/2" FIBERGLASS INSULATION ON ALL HOT AND HOT WATER CIRC PIPING. CW PIPING DOES NOT REQUIRE INSULATION. 3.PIPE INSULATION SHALL BE SNAP-ON TYPE, FIBERGLASS PIPE INSULATION WITH WHITE SELF-SEALING FLAME RETARDANT VAPOR BARRIER JACKET. ALL VALVES AND FITTINGS SHALL BE INSULATED. 4.PROVIDE CALCIUM SILICATE INSERT AT ALL HANGER LOCATIONS. PROVIDE INSULATION SHIELDS AT ALL HANGERS WITH HANGERS LOCATED UNDER THE INSULATION AND NOT IN CONTACT WITH THE PIPING. 5.PROVIDE PIPE MARKERS AND FLOW ARROWS FOR ALL PIPING. 6.ALL SANITARY PIPING SHALL BE SCHEDULE 40 PVC. 7.ABOVE GRADE GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS. BELOW GRADE GAS PIPING SHALL BE POLYETHENE PIPING WITH SOCKET FUSION FITTINGS. 8.UPON THE COMPLETION OF THE DOMESTIC WATER SUPPLY SYSTEM PIPING SHALL BE TESTED AND PROVED AIR TIGHT UNDER A WATER PRESSURE TEST NOT LESS THAN THE WORKING PRESSURE OF THE SYSTEM, OR, FOR PIPING SYSTEMS EXCLUDING PLASTIC PIPE, BY AN AIR TEST OF NOT LESS THAN 50 PSIG. PIPING SHALL HOLD PRESSURE FOR A MINIMUM ONE (1) HOUR. FLOOR SINK FLOOR DRAIN FROST PROOF WALL HYDRANT HOSE BIB CLEANOUT, WALL (WCO) CLEANOUT, FINISH FLOOR (FCO) CLEANOUT, PLUG (CO) FPWH HB SPRINKLER HEAD DOWNSPOUT (DS) ROOF DRAIN (RD), OVERFLOW ROOF DRAIN (ORD) FIXTURE SUPPORT (WALL CARRIER) P0.1 PLUMBING SCHEDULES AND DIAGRAMS P2.0 GARAGE LEVEL FLOOR PLAN - PLUMBING P2.1 MAIN LEVEL FLOOR PLAN - WATER AND GAS P2.2 UPPER LEVEL FLOOR PLAN - WATER AND GAS P2.3 MAIN LEVEL FLOOR PLAN - SEWER AND VENT P2.4 UPPER LEVEL FLOOR PLAN - SEWER AND VENT P3.0 ENLARGED WATER ENTRY - WATER 06 / 1 5 / 2 0 2 0 PL A N R E V I E W C O M M E N T S TOTAL:8 9 P4.0 WATER AND GAS ISOMETRIC DRAWINGS 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. P0.0 PLUMBING DRAWING INDEX, LEGEND AND NOTES 06/30/2020 REFER TO PLAN NOTES AND FIXTURE SCHEDULE FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY ALL CONNECTION SIZES AND LOCATIONS PER MANUFACTURERS REQUIREMENTS. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. PROVIDE HEAT TRAP AND AUTOMATIC VACUUM RELIEF VALVE WHEN REQUIRED BY LOCAL AUTHORITIES. FULL SIZE DRAIN LINE TO FLOOR DRAIN WATER HEATER PRESSURE & TEMP. RELIEF VALVE ISOLATION VALVE (TYP.) UNION (TYP.) EXPANSION TANK PROVIDE SUPPORTS AS NECESSARY CHECK VALVE (TYP.) ISOLATION VALVE SEE PLANS FOR SIZE REDUCED PRESSURE BACKFLOW PREVENTER AS SCHEDULED FLOOR STAND (MIN, 24" AFF, MAX 48" AFF) TO DOMESTIC WATER SYSTEM DOMESTIC WATER ENTRY 3 P0.1N.TS. EXTERIOR WALL FINISHED FLOOR DRAIN LINE FULL SIZE OF AIR GAP, DISCHARGE TO 3" ABOVE FLOOR DRAIN FIXED AIR GAP THRUST BLOCK ANCHOR PIPING TO FLOOR FINISHED GRADE 2 P0.1N.TS. 1 P0.1N.TS.TANK WATER HEATER END OF SERVICE LINE. 0'-10" WYE. 4" PVC. 10'-0" MIN.EXPANSION JOINT MATERIAL. CONCRETE SUPPORT PAD. PVC PIPE STUB. ADAPTER. FITTING GLEANOUT THREADED PLUG. SEE SECTION DETAIL AT RIGHT.NEENAH R-1976 OR CLEANOUT COVER & FRAME APPROVED EQUAL. CLEANOUT DIAGRAM 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. P0.1 PLUMBING SCHEDULES AND DIAGRAMS 06/30/2020 FF 5 5 CC C,7C,7 EE DD B.4B.4 BB AA 7 7 4.1 4.1 3.3 3.3 3 3 0.7 0.7 6.2 6.2 6 6 4 4 2 2 1 1 UP 2" FD-1 4" GCO-1 2" V 6" SS I.E. = 96'-0" TD-1 3" S S 3/ 4 " C W 3/ 4 " C W 3/ 4 " C W 3/ 4 " C W 3/ 4 " C W 3/ 4 " C W 3/ 4 " C W 3/ 4 " C W 3/4" CW 3/4" CW3/4" CW 3/4" CW 3/4" CW3/4" CW 3/4" CW 3/ 4 " C W 1 2 3 4 4 4 4 4 4 4 3" C W 1 5 5 5 5 5 5 5 1" G (7" WC) APT 304 1" G (7" WC) APT 204 1" G (7" WC) APT 201 1" G (7 WC) APT 301 1" G ( 7 " W C ) A P T 3 0 3 1" G (7" WC) APT 302 1" G ( 7 " W C ) A P T 2 0 3 1" G (7" WC) APT 202 TOTAL CONNECTED LOAD 360 MBH, 448 CFH. 1 P3.0 6 TYP. 6 TYP. TD-1 4" S D 1 CO BEGIN, SHALLOW TRENCH DRAIN END, DEEP TRENCH DRAIN 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. P2.0 GARAGE LEVEL FLOOR PLAN - PLUMBING SCALE: GARAGE LEVEL FLOOR PLAN - PLUMBING 1/4" = 1'-0" # 1.RE: CIVIL DRAWINGS FOR CONTINUATION. 2.2" V THROUGH SIDEWALL WITH BIRDSCREEN. 3.6" SS FROM ABOVE. 4.3/4" CW UP. 5.1" G UP. 6.ALL PIPING IN CEILING SPACE ABOVE INSULATION. WORK NOTES: TRUE 06/30/2020 FF 5 5 CC C,7C,7 EE DD B.4B.4 BB AA 7 7 4.1 4.1 3.3 3.3 3 3 0.7 0.7 6.2 6.2 6 6 4 4 2 2 1 1 DN UP REF ACC W/DACC W/D ACC W/DACC W/D RE DW F RE F REF DW DW DW ACC W/D DW F FACC W/D ACC W/D DW S-1 L-1 WC-1 BT-1 DWH-1 WB-1 S-1 L-1 WC-1 BT-1 DWH-1 SH-1 WC-1 L-1 WB-1 WC-1 L-1 SH-1 DWH-1 WB-1 L-1 WC-1 BT-1S-1 S-1 WC-1 L-1 BT-1 DWH-1 WC-1 L-1 SH-1 IMB-1 IMB-1 5 5 5 5 6 6 APARTMENT 201 APARTMENT 202 APARTMENT 203 APARTMENT 204 F/CC-2 F/CC-3 F/CC-4 F/CC-1 1/ 2 " H W 1/ 2 " C W 1/ 2 " H W 3/ 4 " C W 3/4" CW 3/4" HW 1/2" HW 1/2" CW 3/4" HW 3/4" CW 3/4" HW 3/4" CW 3/4" HW 3/4" CW 3/4" HW 3/4" CW 1/2" HW 1/2" CW 3/4" HW 3/4" CW 3/4" HW 3/4" CW 1" G 3/4" 3/4" 3/4" IMB-1 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. P2.1 MAIN LEVEL FLOOR PLAN - WATER AND GAS SCALE: MAIN LEVEL FLOOR PLAN - WATER AND GAS 1/4" = 1'-0" # 1.4" SS DN. 2.2" V UP TO 3" VTR. 3.2" WASTE STACK RISER. 4.2" V FROM BELOW. 5.3/4" CW UP. 6.1" G UP AND DOWN. WORK NOTES: TRUE 06/30/2020 FF 5 5 CC C,7C,7 EE DD B.4B.4 BB AA 7 7 4.1 4.1 3.3 3.3 3 3 0.7 0.7 6.2 6.2 6 6 4 4 2 2 1 1 DN W/D W/D W/DW/D W/D RE DW F RE F W/D W/D W/DW/D W/D F RE DW F REDW DW DWH-1 S-1 DWH-1 DWH-1 DWH-1 IMB-1 IMB-1 IMB-1 TYP. 5 TYP.5 TYP.5 TYP.5 TYP.5 TYP.5 TYP.5 6 6 6 6 7 7 APARTMENT 301 APARTMENT 302 APARTMENT 303 APARTMENT 304 F/CC-5 F/CC-6 F/CC-7 F/CC-8 3/4" HW 3/4" CW 1/2" HW 3/4" CW 1/2" HW 1/2" CW 3/4" HW 3/4" CW 3/4" 3/4" HW 3/4" CW 3/4" HW 3/4" CW 3/4" 1/ 2 " H W 1/ 2 " C W 1/ 2 " H W 3/ 4 " C W 3/4" CW 3/4" HW 1/ 2 " H W 1/ 2 " C W 3/4" HW 3/4" CW 3/4" HW 3/4" CW 3/4"3/4" HW 3/4" CW IMB-1 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. P2.2 UPPER LEVEL FLOOR PLAN - WATER AND GAS SCALE: UPPER LEVEL FLOOR PLAN - WATER AND GAS 1/8" = 1'-0" # 1.6" SS DN. 2.2" V UP TO 3" VTR. 3.2" WASTE STACK RISER. 4.2" V FROM BELOW. 5.ROUTE PIPING BELOW FLOOR. 6.3/4" CW DOWN. 7.1" G DOWN WORK NOTES: TRUE 06/30/2020 FF 5 5 CC C,7C,7 EE DD B.4B.4 BB AA 7 7 4.1 4.1 3.3 3.3 3 3 0.7 0.7 6.2 6.2 6 6 4 4 2 2 1 1 DN UP REF ACC W/DACC W/D ACC W/DACC W/D RE DW F RE F REF DW DW DW ACC W/D DW F FACC W/D ACC W/D DW L-1 WC-1 BT-1 DWH-1 L-1 WC-1BT-1 DWH-1 SH-1 WC-1 L-1 WB-1 WC-1 L-1 SH-1 DWH-1L-1 WC-1 BT-1 WC-1L-1 BT-1 2" FD-1 L-1 SH-1 2" V 2" FD-1 S-1 AAV-1 2" FD-1 WC-1 2" FD-1 S-1 AAV-1 S-1 AAV-1 3" SS 3" SS 2" V 4" SS (26) 4" S S 4" S S 4" SS 3" SS 4" SS 4" SS (54) 3" S S 4" SS 3" S S 3" S S 4" SS (26) 3" SS 2" V 2" V 2" V2" V 2" V 6" S S 6" SS (100)2" SS 2" V 2" V 1 2 3 4 4 4 4 4 5 5 5 5 WB-1 WB-1 WB-1 APARTMENT 201 APARTMENT 202 APARTMENT 203 APARTMENT 204 3" S S S-1 AAV-1 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. P2.3 MAIN LEVEL FLOOR PLAN - SEWER AND VENT SCALE: MAIN LEVEL FLOOR PLAN - SEWER AND VENT 1/4" = 1'-0" WORK NOTES:# 1.6" SS DN. 2.2" V UP TO 3" VTR. 3.2" WASTE STACK RISER. 4.2" V UP. 5.4" SS FROM ABOVE. TRUE 06/30/2020 FF 5 5 CC C,7C,7 EE DD B.4B.4 BB AA 7 7 4.1 4.1 3.3 3.3 3 3 0.7 0.7 6.2 6.2 6 6 4 4 2 2 1 1 DN W/D W/D W/DW/D W/D RE DW F RE F W/D W/D W/DW/D W/D F RE DW F REDW DW S-1 L-1 WC-1 BT-1 DWH-1 WB-1 DWH-1 BT-1 L-1 WC-1 L-1 WC-1 SH-1 L-1 WC-1 BT-1 WB-1 WB-1 DWH-1 L-1 WC-1 SH-1 WC-1 L-1 SH-1 DWH-1 WC-1 L-1 BT-1 2" S S 3" S S 2" V 3" SS 3" SS 2" S S 2" V 3" S S 3" S S ( 7 ) 2" V S-1 AAV-1 4" SS (14) S-1 AAV-1 3" SS 3" SS3" SS3" SS 2" SS 4" S S ( 1 4 ) 3" S S 3" SS 2" V 2" V 2" V 4" S S ( 1 4 ) 3" S S 3" SS 3" SS 3" SS 3" SS 2" FD-1 2" FD-1 2" FD-1 2" FD-1 2" V 2" V 2" V 1 1 1 1 2 2 2 2 2 2 3 S-1 AAV-1 2" V 4 4 4 4 2" V 4 2 WB-1 APARTMENT 301 APARTMENT 302 APARTMENT 303 APARTMENT 304 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. P2.4 UPPER LEVEL FLOOR PLAN - SEWER AND VENT SCALE: UPPER LEVEL FLOOR PLAN - SEWER AND VENT 1/4" = 1'-0" WORK NOTES:# 1.4" SS DN. 2.2" V UP TO 3" VTR. 3.2" WASTE STACK RISER. 4.2" V FROM BELOW. TRUE 06/30/2020 MMMMMMMM FPWH-1 24" AFG 2 1 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: 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 E 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 06 / 15 / 2020 PLAN REVIEW G2#: 2020013 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM BA6I6 Architecture, P.C. P3.0 ENLARGED WATER ENTRY - WATER SCALE: ENLARGED WATER ENTRY ROOM - WATER 1/2" = 1'-0" # 1.ROUTE FPWH-1 STEM BACK INTO WATER ENTRY ROOM. 2.EACH TENANT TO HAVE SHUT-OFF VALVE AND WATER METER. 3.3/4" CW FOR LANDSCAPING WORK NOTES: TRUE 06/30/2020 06/30/2020