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Home My WebLink AboutPLANS 1260 Big Thompson Ave Pool House & Guest Room Addition 2019-12-09BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e G0.0 Sheet No: 970.586.9140 Sheet Title: Date: A R C H I T E C T U R E P. C. Architecture, P.C. Issue: © BASIS COVER SHEET Be s t W e s t e r n P l u s Po o l H o u s e R e n o . 12 6 0 B i g T h o m p s o n A v e . Es t e s P a r k , C O 8 0 5 1 7 12/9/2019 REVISION 1 8/21/19 90% 90% Complete Architectural Review Set ISSUE DATE ISSUE ID DESCRIPTION ISSUE HISTORY 9/23/19 FOOTING & FOUNDATION PERMIT REVIEW 10/08/19 PERMIT PERMIT 12/09/19 REVISION 1 ELEVATOR ADDITION ENGINEER SHEET INDEX CIVIL STRUCTURAL MECHANICAL ELECTRICAL PLUMBING 1 2 3 4 5 6 7 S-000 S-001 S-002 S-100 S-101 S-110 S-111 S-120 S-121 S-130 S-500 S-501 S-502 S-503 M0.1 M0.2 M0.3 M0.4 M0.5 M1.1 M1.2 M1.3 M1.4 E0.1 E0.2 E0.3 E0.4 E0.5 E1.1 E1.2 E1.3 E1.4 E2.1 E2.2 E2.3 E3.0 P0.1 P0.2 P0.3 P0.4 P0.5 P0.6 P1.0 P1.1 P1.2 P1.3 P1.4 P2.1 P2.2 P2.3 P4.0 COVER PAGE GENERAL NOTES BIKE PATH RELOCATION PLAN NORTHEASTERN PARKING PLAN NORTH CENTRAL PARKING PLAN EROSION CONTROL PLAN LANDSCAPING PLAN PROJECT INFORMATION GENERAL NOTES SPECIAL INSPECTIONS BASEMENT-FOUNDATION PLAN SLAB CONTROL JOINT PLAN MAIN FLOOR FRAMING PLAN MAIN FLOOR BRACED WALLS & HOLD D... SECOND FLOOR FRAMING PLAN LOWER ROOF/ UPPER FLOOR BRACED ... ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS MECH. LEGEND & NOTES MECH. CONTROLS & NOTES MECH. SCHEDULES MECH. DETAILS & SCHEDULES MECH. DETAILS MECH. LOWER FLOOR PLAN MECH. MAIN FLOOR PLAN MECH. UPPER FLOOR PLAN MECH. ROOF PLAN ELECTRICAL LEGEND & NOTES ELECTRICAL ONE LINE DIAGRAM ELECTRICAL PANEL SCHEDULE ELECTRICAL PANEL SCHEDULE LUMINAIRE SCHEDULE & COMCHECK POWER LOWER FLOOR PLAN POWER MAIN FLOOR PLAN POWER UPPER FLOOR PLAN POWER ROOF FLOOR PLAN LIGHTING LOWER FLOOR PLAN LIGHTING MAIN FLOOR PLAN LIGHTING UPPER FLOOR PLAN ELECTRICAL TYPICAL ROOM PLANS PLUMBING LEGEND & NOTES PLUMBING CONTROLS & NOTES PLUMBING SCHEDULES PLUMBING DETAILS PLUMBING DWV ISOMETRICS PLUMBING DWV ISOMETRICS PLUMBING UNDERGROUND PLAN PLUMBING DWV LOWER FLOOR PLAN PLUMBING DWV MAIN FLOOR PLAN PLUMBING DWV UPPER FLOOR PLAN PLUMBING ROOF PLAN PLUMBING SUPPLY LOWER FLOOR PLAN PLUMBING SUPPLY MAIN FLOOR PLAN PLUMBING SUPPLY UPPER FLOOR PLAN PLUMBING TYPICAL ROOM PLANS 90%F&F PERMIT ARCH. SHEET INDEX G1 GENERAL NOTES A2 PLANS A3 ELEVATIONS A4 SECTIONS A5 SCHEDULES A6 RCP A7 INTERIOR ELEVATIONS A8 WALL SECTIONS / DETAILS G0.0 G1.0 G1.1 G1.2 G1.3 D1.0 D1.1 A2.0 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A3.0 A3.1 A4.0 A4.1 A5.0 A5.1 A5.2 A6.0 A6.1 A7.0 A7.1 A7.2 A7.3 A8.0 A8.1 COVER SHEET CODE STUDY/ANSI CODE PLAN ASSEMBLIES ASSEMBLIES LOWER FLOOR DEMO MAIN FLOOR DEMO LOWER FLOOR PLAN MAIN FLOOR PLAN UPPER FLOOR PLAN ROOF PLAN ENLARGED UNIT PLANS ENLARGED PLANS / SECTIONS ENLARGED PLANS ELEVATIONS ELEVATIONS SECTIONS SECTIONS DOORS WINDOWS FINISHES RCP LOWER & UPPER FLOOR RCP MAIN FLOOR INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS DETAILS DETAILS 90%F&F PERMIT REV. 1 1 GENERAL NOTES 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 Silver Saddle Inn Pool House & Guest Rooms Addition CTL Thompson Scott Hargrove, PE, PM 400 North Link Lane Fort Collins, CO 80524 shargrove@ctlthompson.com 970.206.9455 PCD Engineering Peter D'Antonio, P.E. 323 3rd Avenue, #100 Longmont, CO 80501 peter@pcdengineering.com 303.678.1108 MECHANICAL & ELECTRICAL ENGINEER Best Western Silver Saddle Wallace & Laurine Burke 1260 Big Thompson Ave. Estes Park, CO 80517 info@estesresort.com 970.586.4476 * APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL MECH ANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL FUEL GAS CODE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 2009 ANSI ICC A117.1 2017 NATIONAL ELECTRICAL CODE GOVERNING AUTHORITY: TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO 1. ALL WORK SHALL BE EXECUTED IN ACCORDANCE w/ THE 2015 IBC AND ALL FEDERAL, STATE, AND LOCAL CODES AND AGENCIES HAVING JURISDICTION. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND RESPECTIVE SUB-CONTRACTORS TO BUILD TO SATISFY THESE CODES AND CALL FOR ALL NECE SSARY INSPECTIONS. 2. DO NOT SCALE DRAWINGS. ALL NOTES AND NOTED DIMENSIONS TAKE PRECEDENCE OVER VISUAL REPRESENTATIONS OF ASSUMED INFORMATION SHOWN. ALL MANUFACTURERS' OR FABRICATORS' PRINTED WARNINGS, SPECIFICATIONS AND INSTALLATION INSTRUCTIONS TAKE PRECEDENCE OVER CONSTRUCTION DRAWINGS UNLESS AN EXCEPTION IS NOTED. MANUFACTURERS' OPERATING RECOMMENDATIONS SHALL BE STRICTLY OBSERVED. 3. NOT USED 4. DIMENSIONS SHOWN ON FLOOR PLANS, SECTIONS, ELEVATIONS, AND DETAILS ARE TO GRID LINES, FINISH FACE OF EXISTING WALLS, AND TO THE FACE OF STUDS, MASONRY, AND CONCRETE OF NEW WALLS UNLESS OTHERWISE NOTED. 5. VERIFY ALL EXISTING STRUCTURAL AND LOAD-BEARING CONDITIONS PRIOR TO ANY DEMOLITION WORK OR ANY NEW CONSTRUCTION. CONTACT ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES EXIST. 6. IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT REQUIREMENTS OF THIS CONTRACT CONFLICT WITH, OR ARE IN VIOLATION OF APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, HE/SHE SHALL NOT PROCEED WITH WORK IN QUESTION, EXCEPT AT HIS/HER OWN RISK, UNTIL THE ARCHITECT HAS BEEN NOTIFIED IN WRITING AND WRITTEN DETERMINATION IS MADE BY THE ARCHITECT. WHERE COMPLETED OR PARTIALLY COMPLETED WORK IS DISCOVERED TO BE IN VIOLATION WITH APPLICABLE LAWS, CODES , REGULATIONS AND ORDINANCES, CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK FROM THE PROJECT AND REPLACE SUCH WORK WITH ALL NEW COMPLYING WORK AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. 7. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS/HER EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER, ARCHITECT, OR CONSULTANTS. CIVIL ENGINEER Van Horn Engineering and Surveying Jason Walker, PM 1043 Fish Creek Rd. Estes Park, CO 80517 jason@vanhornengineering.com 970.586.9388 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. 8. ANY FIRE EXTINGUISHERS MOVED DURING CONSTRUCTION ARE TO BE RELOCATED IN ACCORDANCE WITH FIRE MARSHALL'S DIRECTION. 9. ONCE FIRE ALARM SYSTEM IS INSTALLED, FIRE ALARM SYSTEM SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION. WRITTEN AUTHORIZATION FROM LOCAL FIRE DISTRICT WILL BE REQUIRED IF EITHER SYSTEM IS TO BE SHUT DOWN. 10. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACINGS, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET ACCESSORIES AND OF ALL FLOOR-MOUNTED OR SUSPENDED EQUIPMENT. 11. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE AND RELATED SERVICES CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES. 12. INSTALLATION OF ALL SELECTED MATERIALS SHALL BE COMPLETE IN ALL RESPECTS PRIOR TO FINAL ACCEPTANCE. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED BUT REQUIRED FOR PROPER INSTALLATION SHALL BE FURNISHED BY THE CONTRACTOR. 13. ALL ITEMS TO BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS AT MINIMUM. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND MANUFACTURERS' RECOMMENDATIONS PRIOR TO INSTALLATION. 14. NO ITEMS SHALL BE SUSPENDED FROM/ATTACHED TO THE ROOF DECK INCLUDING LIGHT FIXTURES, MECHANICAL EQUIPMENT, FIRE SPRINKLERS, AND SUSPENDED CEILINGS UNLESS SPECIFICALLY NOTED ON DRAWINGS. 15. CM TO OBTAIN AND RETAIN ALL PRODUCT CERTIFICATION AND IDENTIFICATION INFORMATION FOR THE FOLLOWING: - DOORS - TOILET PARTITIONS - ROOFING Dohn Construction John G. Rehmer, Project Manager 2642 Midpoint Drive Fort Collins, CO 80525 jrehmer@dohnconstructio.com 970.490.1855 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 G1.0 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS CODE STUDY/ANSI Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 ¶2018 IBC Code Studyɪ ɪ Use & Occupancy Class -- Chapter 3 ɪ Existing:ɪ ɪ R-1 Hotelɪ B Office, Lobby, Dining + Fitnessɪ A-3 Meeting Roomsɪ ɪ Proposed:ɪ ɪ R-1 Hotel ɪ A-3 Poolɪ S-1 Storage (Basement)ɪ ɪ ɪ ɪ ɪ ɪ Special Requirements -- Chapter 4 ɪ Group Rɪ 420ɪ ɪ ɪ Wallsɪ ɪ Walls separating sleeping units – fireɪ partitions per 708ɪ ɪ Floorsɪ ɪ Floor assemblies separating sleeping units:ɪ horizontal assemblies per 711ɪ ɪ Fireɪ ɪ Sprinkler system + alarms req’d per 903.2.8ɪ + 907.2.8ɪ ɪ ɪ ɪ ɪ ɪ Height & Area Limitations -- Chapter 5ɪ Construction Type:ɪ ɪ V-B S (full NFPA 13)ɪ ɪ ɪ ɪ ɪ ɪ Use Group:ɪɪ ɪ R-1ɪ A-3ɪ Bɪ ɪ Allowable Height:ɪ Table 504.3ɪ 60’ɪ ɪ No. Stories:ɪ Table 504.4ɪ A-3: 2ɪ B/R-1: 3ɪ ɪ Area Limitationɪ ɪ ɪ Allowable area:ɪɪ Table 506.2ɪ 18,000sf (A-3)ɪ 27,000sf (B)ɪ 21,000sf (R-1)ɪ ɪ Frontage Increase:ɪɪ 506.2.4ɪ 506.3.3ɪ 3,516sf (A-3)ɪ 5,274 sf (B)ɪ 4,102sf (R-1)ɪ If = 0.586 [F/P-.25]*W/30ɪ F=820’ɪɪ P = 980’ɪɪ W=30’ɪ ɪ ɪ ɪ ɪ Total Allowable:ɪ ɪ 506.4ɪ 21,516sf (A-3)ɪ 32,274sf (B)ɪ 25,102sf (R-1)ɪ ɪ Mixed Occupancy,ɪ Multi-storyɪ 506.4ɪ 508.2ɪ Main Floorɪ 1,910sf (A-3) – Accessory to R-1ɪ 3,650sf/32,274 (B)ɪɪ 21,920sf/25,102 (R-1)ɪ ɪ ɪ ɪ ɪ 2nd Floorɪ 14,115sf/25,102 (R-1)ɪ ɪ **Not factored into allowableɪ area**ɪ 506.1.3ɪ Lower Floor (Basement)ɪ 1,160sf Incidental storageɪ 12,730sf (R-1)ɪ 2,820sf (S-1) Storage + Laundryɪ 3,175sf (A-3) Meeting Roomsɪ 19,885sf < allowable for 1-storyɪ ɪ ɪ ɪ ɪ ɪ Occupancy Separationɪ Table 508.4ɪ ɪ ɪ 508.2.4ɪ Existing A-3 : R-1 (1hr) Lower Levelɪ New S-1: R-1 (1hr) Lower Levelɪ Existing B : R-1 (1hr) Main Floorɪ New A-3 : R-1 Main Floor – separation notɫ req’d (accessory)ɪ ɪ Incidential Usesɪ 509ɪ None? Boilers < 15psf/10hpɪ ɪ ɪ ɪ ɪ ɪ Types of Construction -- Chapter 6ɪ Type V-Bɪ ɪ Any materials permitted by codeɪ ɪ ɪ ɪ ɪ ɪ Fire-resistive ratingɪ Table 601ɪ ɪ ɪ Structural Frameɪ 0hrɪ ɪ ɪ Non/Bearing wallsɪ 0hrɪ ɪ ɪ Floor/Roofɪ 0hrɪ ɪ ɪ Exterior wall protectionɪ Table 602ɪ ɪ ɪ All Walls ɪ 0hr > 10’ɪ ɪ ɪ ɪ ɪ ɪ ɪ Fire - Resistive Construction -- Chapter 7ɪ Opening Protectives:ɪɪ Table 705.8ɪ ɪ ɪ All new walls:ɪ No Limit > 30’ɪ ɪ ɪ ɪ ɪ ɪ ɪ Fire Walls:ɪ ɪ Noneɪ ɪ Fire Barriers:ɪɪ 1hrɪ Table 508.4ɪ ɪ ɪ ɪ 2hrɪ Table 707.3.10ɪ Existing 1hr occupancy separation atɪ B/R-1 Front officeɪ New 1hr occupancy separation atɫ S-1/R-1 Lower Levelɪ Existing 2hr wall @ Northeast Wingɪ (Separate Fire Area)ɪɪ ɪ Fire Partitions:ɪ ½ hrɪ 708.3 Ex 2ɪ 708.4.1ɪ Sleeping unit Demising wallsɪ Sleeping unit Corridor wallsɪ *Note supporting construction not req’d toɪ be fire resistance ratedɪ ɪ Smoke Partitions/Barriers:ɪɪ ɪ Noneɪ ɪ Horizontal assemblies:ɪɪ ½ hrɪ 711.2.4.3 Exɪ 1hrɪ ɪ 711.2.3ɪ ɪ Existing/New separation between Sleepingɪ Unitsɪ New Separation between Sleeping units andɪ other occupancies (S-1:R-1)ɪ *Note supporting construction not req’d toɪ be fire resistance ratedɪ ɪ 711.2.4.5ɪ 509.4.2ɪ Incidental uses protected by sprinklerɪ designed to resist passage of smokeɪ Shaft Enclosures:ɪ 1hrɪ 713.4ɪ Elevator Shaftɪ ɪ Penetrations:ɪɪ 1hr protectionɪ except as noted inɪ 714.4 or 714.5ɪ **Firestop subcontractor required, submitɪ proposed assemblies to Building Dept asɪ Delayed Submittal**ɪ ɪ ɪ 714.5.2 Ex 7ɪ Ceiling membrane of 1hr horizontalɪ assemblies permitted to be interrupted w/ɪ double top plate of wall sheathed w/ typeɪ ‘X’ wallboard, provided that penetratingɪ items through the top plate are protectedɪ ɪ Opening Protectivesɪ Table 716.1(2)ɪ ɪ ɪ Exit Access Fire Barriers:ɪ 1hrɪ Max 100sq in glazed vision panelɪ ɪ Other Fire Barriers:ɪ 3/4hrɪ Max 100sq in glazed vision panelɪ ɪ Corridor wall Fire Partitions:ɪ 20 minɪ ɪ ɪ Other Fire Partitions:ɪ 1hr wall: 3/4hrɪ 0.5hr wall: 20 minɪ ɪ ɪ Ducts and Transferɪ Openings:ɪɪ ɪ ɪ ɪ Concealed Spacesɪ 718ɪ ɪ ɪ Fireblockingɪ 718.2ɪ Provide in wood frame constructionɪ ɪ Draftstopping, Floors:ɪɪ 718.3ɪɪ 708.4 Ex 2.1ɪ Room side membrane of corridor wallsɪ extends to underside of floor sheathingɪ aboveɪ ɪ Draftstopping, Atticsɪ 718.4 Exɪ Draftstopping not req’d: NFPA13ɪ sprinkler, w/ dry system protecting atticɪ ɪ Interior Finishes - Chapter 8ɪ Flame Spreadɪ Table 803.13ɪ ɪ ɪ R-1/B/S-1ɪ Class Cɪ Corridors, Exit Access Stairs, Rooms +ɪ Spacesɪ Note: corridors + exit access in existingɪ A-3 Class Bɪ ɪ ɪ ɪ ɪ ɪ Fire Protection Systems -- Chapter 9ɪ Automatic Sprinklerɪ systems:ɪ 903.3.1.1ɪ NFPA 13ɪ ɪ Manual Fire Alarmɪ not req’dɪɪ 907.2.1ɪ 907.2.8.1 Ex.2ɪ Not req’d for A-3 < 300 occsɪ Sprinklered w/notificationɪ One Manual Box provided at approvedɪ locationɪ ɪ Automatic smokeɪ detection:ɪɪ 907.2.8.2ɪɪ Required in interior corridors servingɪ sleeping unitsɪ ɪ Single + Multipleɪ station smoke alarms req’dɪɪ 907.2.10.1ɪ Required in sleeping areas and every roomɪ in the path of means of egreesɪ ɪ Carbon Monoxideɪ 915.2ɪ Not req’d: no fuel-burning appliances inɪ new roomsɪ ɪ ɪ ɪ ɪ ɪ Means of Egress - Chapter 10ɪ Main Floorɪ ɪ ɪ Proposedɪ ɪ ɪ ɪ Lobby/Waiting areaɪ 1/15 (net)ɪ 640sf/15 =ɪɪ 43ɪ Loungeɪ 1/15 (net)ɪ 614sf/15 =ɪɪ 41ɪɪ Office areasɪ 1/150 (gross)ɪ 850sf/150 =ɪɪ 6ɪ Pool: (Pool area)ɪ 1/50 (gross)ɪ 735sf /50sf =ɪɪ 15ɪ (Deck area):ɪ 1/15 (gross)ɪ 1,170sf /15 =ɪɪ 79ɪ ɪ ɪ ɪ ɪ Existing ɪ ɪ ɪ ɪ Breakfast area:ɪ 1/15 (net)ɪ 735sf/15 =ɪɪ 49ɪ Front Lobby:ɪ 1/15 (net)ɪ 280sf/15 =ɪ 20ɪ Front Office:ɪ 1/150 (gross)ɪ 715sf/150 =ɪɪ 5ɪ Fitness:ɪ 1/50 (gross)ɪ 270sf/50 =ɪɪ 6ɪ ɪ ɪ ɪ ɪ Manager’s Quartersɪ 1/200 (gross)ɪ 1,650sf/200 =ɪɪ 9ɪ Guest Roomsɪɪ Actualɪ 1 bed = 2ea x 8 =ɪɪ 16ɪ Guest Roomsɪ Actualɪ 2 beds = 4ea x 18 =ɪ 72ɪ Guest Roomɪ Actual (215)ɪ 3 beds = 6eaɪ 6ɪ Total Main Floor:ɪ ɪ 367ɪ ɪ ɪ ɪ ɪ Lower Floorɪ ɪ ɪ Proposedɪ ɪ ɪ ɪ Staff Room:ɪ 1/15 (net)ɪ 344sf/15 =ɪɪ 23ɪ Storage areasɪ 1/300 (gross)ɪ 1,150sf/300 =ɪɪ 6ɪ Laundry:ɪ 1/200 (gross)ɪ 1,340sf/200 =ɪɪ 7ɪ ɪ ɪ ɪ ɪ Existing ɪ ɪ ɪ ɪ Meeting Rooms:ɪ 1/15 (net)ɪ 1,140sf/15 =ɪɪ 76ɪ Lobby/Waiting:ɪ 1/15 (net)ɪ 350sf/15 =ɪ 24ɪ Storage areas:ɪ 1/300 (gross)ɪ 890sf/300 =ɪɪ 3ɪ Subtotal:ɪ ɪ ɪ 139ɪ ɪ ɪ ɪ ɪ Guest Roomsɪɪ Actualɪ 1 bed = 2ea x 2 =ɪɪ 4ɪ Guest Roomsɪ Actualɪ 2 beds = 4ea x 14 =ɪ 56ɪ Guest Roomɪ Actual (144)ɪ 3 beds = 6eaɪ 6ɪ ***Note all Lower floor guest rooms have direct access to exterior/grade**ɪ Total Lower Floor:ɪ ɪ 205ɪ ɪ ɪ ɪ ɪ Upper Floorɪ ɪ ɪ Proposedɪ ɪ ɪ ɪ Guest Roomsɪ Actualɪ 2 beds = 4ea x 20 =ɪ 80ɪ Storage areasɪ 1/300 (gross)ɪ 165sf/300 =ɪɪ 1ɪ Subtotal:ɪ ɪ ɪ 81ɪ ɪ ɪ ɪ ɪ Existing ɪ ɪ ɪ ɪ Guest Roomsɪɪ Actualɪ 1 bed = 2ea x 2 =ɪɪ 4ɪ Guest Roomsɪ Actualɪ 2 beds = 4ea x 18 =ɪ 72ɪ *** existing upper floor guest rooms have exit access separate from proposed**ɪ ɪ ɪ ɪ ɪ Total Upper Floor:ɪ ɪ ɪ 157ɪ ɪ ɪ ɪ ɪ Exit Widthɪ ɪ ɪ Stairways:ɪ 0.2 inch/occɪ 1005.3.1 Ex 1ɪ 81occ (max 2nd story) * 0.2 = 16”ɪ 36” minɪ Hallways, etc:ɪ 0.15 inch/occɪ 1005.3.2 Ex 1ɪ 227 *0.15 = 34” (based on new lobby/pool +ɪ existing core units)ɪɪ 44” minɪ ɪ Egress Illumination:ɪ 1008.2 Ex 3ɪ Not req’d within sleeping unitsɪ ɪ ɪ Exit Accessɪ Travelɪ 250’ɪ Table 1017.2ɪ ɪ ɪ Exit Access Stairwaysɪ 1019.3 Ex 1ɪ Exit access stairways not connecting > 2ɪ stories need not be enclosed with a shaftɪ enclosureɪ *Note: per 712.1.9 vertical openings stillɪ may not be open to a corridor servingɪ sleeping units* R occupancyɪ ɪ Corridorsɪ Table 1020.1ɪ ɪ ɪ B/Aɪ 0hrɪ ɪ ɪ Rɪ 0.5hrɪ ɪ ɪ Min widthɪ 44-inchesɪ Table 1020.2ɪ ɪ ɪ Dead endsɪ 50-feet maxɪ 1020.4 Ex 2ɪ ɪ ɪ ɪ ɪ ɪ ɪ Accessibility -- Chapter 11ɪ Accessible Routeɪɪ ɪ ɪ ɪ Employee Work areasɪ 1104.3.1 Ex 1ɪ Common use paths not req’d for spaces <ɪ 1,000sfɪ ɪ Parkingɪ Table 1106.1ɪ 88 spaces provided = 4 accessible req’dɪ 6 accessible providedɪ ɪ Sleeping Unitsɪ Table 1107.6.1.1ɪ 81 Guest units = 5 units req’d (1 roll-inɪ shower)ɪ XX Provided, incl XX w/ showersɪ ɪ Public Toilet Facilitiesɪɪ 1109.2ɪ Provided throughoutɪɪ ɪ Swimming Pool:ɪ 1110.4.14ɪ Lift required for pool/spaɪ ɪ ɪ ɪ ɪ ɪ Interior Environment -- Chapter 12ɪ ɪɪ ɪ ɪ ɪ Attic Ventilationɪ 1202.2.1 Ex 2ɪ 1/300 of space ventilatedɪ ɪ Natural Lightɪ 1204.2ɪ Min glazed area = 8% of the floor area ofɪ room servedɪ ɪ Sound Transmissionɪ 1206.2ɪ 1206.3ɪ STC = 50+ɪ IIC = 50+ɪ ɪ Access to unoccupied spaceɪɪ 1208.2ɪ Attic access min 20x30 inchesɪ ɪ 39 " - 4 1 " M I N . 1 8 " MIN. 54" 12" MAX 39"-41" 33 " - 3 6 " 1' - 6 " MI N . 17 " - 1 9 " (S E A T ) 1 1 / 2 " 2' MIN. 3'-6" MAX 8" 9" 11" MI N . 2 7 " 5' 5' 33 " - 3 6 " 24" MIN. 12" MIN 36" MIN. 16"-18" 34 " M A X MA X 4 0 " TO G L A S S MIN. 15" 4' 2' - 6 " 5' 5' 2' 3 ' 5' 1'-6" 2'-6" 1' 5' 48 " M A X (P U L L ) 27 " M I N . (K N E E C L R ) 9" MI N . 5' 17 " MA X 9" 30" MIN. 48 " M A X (C O N T R O L S ) 13 1/2" MIN. 36 " M A X ( S P O U T ) 39 " - 4 3 " ( S P O U T ) 1'-3" 1'-3" MA X 5" MI N 15 " MIN. 15" MI N . 2 6 " TO E C L R 4" MAXMA X 4 8 " CO N T R O L S 4" MA X IF H T > 2 7 A . F . F . 30 " MI N . 6" MAX 48" MAX 6" MAX 6" MAX 38 " M I N . 5' 16" MIN. 27" MAX 48 " M A X AB V . G R A B B A R ALLOWABLE AREA OF DISPENSER GRAB BARS, PROV. SOLID BLOCKING IN WALLS, TYP. PIPE PROTECTION MIN. LEG CLEARANCE DISPENSERS FRP OR TILE WAINSCOT GRAB BARS, PROV. SOLID BLOCKING IN WALL, TYP. FRP OR TILE WAINSCOT ADA FOLD DOWN CHANGING TABLE DIVIDERS (PER PLAN) TILE OR FRP WAINSCOT TILE OR FRP WAINSCOT MAXIMUM PROTRUSION OF 4" IN CIRCULATION PATH IF LEADING EDGE IS MORE 27"<80" A.F.F. W.C. BACK WALLW.C. SIDE WALL LAV BACK WALLLAV SIDE WALL CLEAR FLOOR SPACE (CFS) CIRCULAR TURNING SPACE T-SHAPED TURNING SPACE BABY CHANGING TABLE URINAL DRINKING FOUNTAINBOTTLE FILLER CIRCULATION PATHCIRCULATION PATH GRAB BARS FOR ROLL-IN SHOWER PIPE PROTECTION 6" MAX 4' MAX 6" MAX 6" MA X MIRROR(S) MIN. 30" WIDE CENTER ON FAUCET HANDSHOWER w/ MIN. 59" HOSE (NOT TO OBSTRUCT GRAB BARS) &20FKHFN6RIWZDUH9HUVLRQ&20FKHFN:HE Envelope Compliance Certificate 3URMHFW7LWOH ,(&& 3URMHFW7\SH$GGLWLRQ 9HUWLFDO*OD]LQJ:DOO$UHD /RFDWLRQ(VWHV3DUN&RORUDGR &OLPDWH=RQHE &RQVWUXFWLRQ6LWH %LJ7KRPSVRQ$YH (VWHV3DUN&RORUDGR 2ZQHU$JHQW %HVW:HVWHUQ6LOYHU6DGGOH,QQ %LJ7KRPSVRQ$YH (VWHV3DUN&RORUDGR 'HVLJQHU&RQWUDFWRU %DVV$UFKLWHFWXUH %LJ7KRPSVRQ$YH (VWHV3DUN&RORUDGR 3URMHFW,QIRUPDWLRQ (QHUJ\&RGH %HVW:HVWHUQ$GGLWLRQ Building Area Floor Area 1-Upper Floor Guest Rooms Addition (Hotel) : Residential 11272 2-Main Floor Lobby/Pool, Lower Floor Operations and circulation (Hotel) : Nonresidential 12932 (QYHORSH$VVHPEOLHV Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter ([W:DOOV0DLQ)ORRU:RRG)UDPHGLQRF>%OGJ8VH 0DLQ)ORRU/REE\3RRO/RZHU)ORRU2SHUDWLRQVDQGFLUFXODWLRQ@ 1367 21.0 3.5 0.049 0.064 :LQGRZ9LQ\O)UDPH)L[HG3HUI6SHFV3URGXFW,'-HOG:HQ 9(QHUJ\6DYHU6+*&>%OGJ8VH0DLQ)ORRU /REE\3RRO/RZHU)ORRU2SHUDWLRQVDQGFLUFXODWLRQ@bE 456 ------ 0.300 0.380 'RRU3HUI6SHFV3URGXFW,'7%'6+*&>%OGJ8VH 0DLQ)ORRU/REE\3RRO/RZHU)ORRU2SHUDWLRQVDQG FLUFXODWLRQ@bE 42 ------ 0.400 0.770 'RRU3HUI6SHFV3URGXFW,'7%'6+*&>%OGJ8VH 0DLQ)ORRU/REE\3RRO/RZHU)ORRU2SHUDWLRQVDQG FLUFXODWLRQ@bE 56 ------ 0.400 0.770 ([W:DOOV7KLUG)ORRU:RRG)UDPHGLQRF>%OGJ8VH 8SSHU)ORRU*XHVW5RRPV$GGLWLRQ@ 4139 21.0 3.5 0.049 0.064 :LQGRZV9LQ\O)UDPH2SHUDEOH3HUI6SHFV3URGXFW,'-HOG :HQ9(QHUJ\6DYHU6+*&>%OGJ8VH8SSHU )ORRU*XHVW5RRPV$GGLWLRQ@b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a)%XGJHW8IDFWRUVDUHXVHGIRUVRIWZDUHEDVHOLQHFDOFXODWLRQV21/<DQGDUHQRWFRGHUHTXLUHPHQWV (b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ayson McMurren - PM Bas1s 1 3/8" = 1'-0" ANSI BATH ELEVATIONS 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 G1.1 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS CODE PLANBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 UP F 1 DRDRWW 1-HR OCCUPANCY SEPARATION (FIRE BARRIER) EXIT ACCESS STAIR EXISTING 2-HR FIRE WALL EXISTING ELEVATOR EXISTING GUEST LAUNDRY (INCIDENTAL) STORAGE (INCIDENTAL) EXISTING EXIT ACCESS STAIR 1-HR STAIR ENCLOSURE 1-HR ELEVATOR ENCLOSUREMAX EGRESS TRAVEL - 135' BREAK RM (INCID.) 340 SF S-1 1,800 SF STORAGE (INCIDENTAL) 310 SF EXISTING A-3 3,175 SF STOR. (INCID.) 60 SF STOR. (INCID.) 179 SF EXITEXIT 80 SF EXIT 60 SF MECH. DN UP DW F FR 1 15' 25 ' R 5' EXISTING 2HR FIRE WALL CONSTRUCTED IN 2013 TO CREATE SEP. FIRE AREA FOR ADDITION NEW EXIT ACCESS STAIRWAY EXISTING EXIT ACCESS STAIRWAY EXIT ACCESS STAIRWAY (NO SHAFT ENCLOSURE REQ'D) EXISTING ELEVATOR EXISTING EXIT ACCESS STAIRWAY 1/2 HR CORRIDOR WALLS, TYP. 1-HR STAIR ENCLOSURE PROPERTY LINE HORIZONTAL EXIT EXISTING 1HR OCCUPANCY SEPARATION 1-HR ELEVATOR SHAFT ENCLOSURE EXIT A-3 (ACCESSORY) 2,100 SF EXISTING R-1 18,600 SF EXIST. NFPA13 SPRINKLER NEW NFPA13 SPRINKLER EXISTING R-1 3,100 SFEXISTING B OCCUPANCY 3,650 SF EXIT EXIT EXIT EXIT MA X E G R E S S T R A V E L 13 0 ' B OCCUPANCY R-1 OCCUPANCY UP DN FF F F FF FF F F F F F F F F F F F 1 18'-10 1/4" EXISTING EXIT ACCESS STAIRWAY EXISTING ELEVATOR EXISTING EXIT ACCESS STAIRWAY 1-HR ELEV SHAFT 1/2-HR CORRIDOR WALLS, TYP EXIT ACCESS STAIRWAY (NO SHAFT ENCLOSURE REQ'D) 1/2-HR DEMISING WALLS, TYP INCIDETNAL STORAGE 65 SF 1-HR ELEV SHAFT EXISTING R-1 3,215 SF PROPOSED R-1 10,900 SF MAX EGRESS TRAVEL 175' (DOWN STAIRS AND OUT) STOR. (INCID.) 180 SF EXIT ACCESS STAIRWAY 1-HR ENCLOSURE (3 STORIES) NON-RATED CEILING 1 HR FLOOR CEILING 1 HR FLOOR CEILING Upper Floor EL: 110'-1 3/4" T.O. Wall EL: 119'-2 7/8" Main Floor EL: 100'-0" Lower Floor EL: 89'-10 1/4" 1 1" = 20' Lower Floor Code Plan2 1" = 20' Main Floor Code Plan 3 1" = 20' Second Floor Code Plan 4 1/8" = 1'-0" Code Section 1 HOUR FIRE RATED WALL/FLR CODE SYMBOL LEGEND PATH OF TRAVEL NFPA13 SPRINKLER SYSTEM THROUGHOUT 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 G1.2 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ASSEMBLIESBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 &RS\ULJKW$PHULFDQ:RRG&RXQFLO )HEUXDU\ $%)&!&'!'($(!"!$ ''#"* "! 1. Floor Topping (optional, not shown):*\SVXPFRQFUHWHOLJKWZHLJKWRUQRUPDOFRQFUHWHWRSSLQJ 2. Floor Sheathing:0LQLPXPLQFKWKLFNWRQJXHDQGJURRYHZRRGVKHDWKLQJ([SRVXUH,QVWDOOHGSHUFRGH UHTXLUHPHQWVZLWKPLQLPXPGFRPPRQQDLOV 3. Structural Members::RRG,MRLVWVVSDFHGDPD[LPXPRILQFKHVRQFHQWHU 0LQLPXP,MRLVWIODQJHGHSWKLQFKHV 0LQLPXP,MRLVWIODQJHDUHDLQFKHV 0LQLPXP,MRLVWZHEWKLFNQHVVLQFK 0LQLPXP,MRLVWGHSWKLQFKHV 6HH$670'IRUTXDOLILFDWLRQUHTXLUHPHQWV 4. Resilient Channelsb:0LQLPXPLQFKWKLFNJDOYDQL]HGVWHHOUHVLOLHQWFKDQQHODWWDFKHGSHUSHQGLFXODUWRWKH ERWWRPIODQJHRIWKH,MRLVWVZLWKRQHLQFKGU\ZDOOVFUHZ&KDQQHOVVSDFHGDPD[LPXPRILQFKHVRQFHQ WHU>LQFKHVRQFHQWHUZKHQ,MRLVWVDUHVSDFHGDPD[LPXPRILQFKHVRQFHQWHU@ 5. Gypsum Wallboard:7ZROD\HUVRIPLQLPXPLQFK7\SH;J\SVXPZDOOERDUGDWWDFKHGZLWKWKHORQJGLPHQ VLRQSHUSHQGLFXODUWRWKHUHVLOLHQWFKDQQHOVDVIROORZV 5a. Wallboard Base Layer:%DVHOD\HURIZDOOERDUGDWWDFKHGWRUHVLOLHQWFKDQQHOVXVLQJLQFK7\SH6GU\ ZDOOVFUHZVDWLQFKHVRQFHQWHU 5b. Wallboard Face Layer:)DFHOD\HURIZDOOERDUGDWWDFKHGWRUHVLOLHQWFKDQQHOVWKURXJKEDVHOD\HUXVLQJ LQFK7\SH6GU\ZDOOVFUHZVVSDFHGLQFKHVRQFHQWHU(GJHMRLQWVRIZDOOERDUGIDFHOD\HURIIVHWLQFKHVIURP WKRVHRIEDVHOD\HU$GGLWLRQDOO\ZDOOERDUGIDFHOD\HUDWWDFKHGWREDVHOD\HUZLWKLQFK7\SH*GU\ZDOO VFUHZVVSDFHGLQFKHVRQFHQWHUSODFHGLQFKHVIURPIDFHOD\HUHQGMRLQWV 6. Finish System (not shown):)DFHOD\HUMRLQWVFRYHUHGZLWKWDSHDQGFRDWHGZLWKMRLQWFRPSRXQG6FUHZKHDGV FRYHUHGZLWKMRLQWFRPSRXQG )LUH7HVWFRQGXFWHGDW1DWLRQDO5HVHDUFK&RXQFLORI&DQDGD5HSRUW1R$ -XQH STC and IIC Sound Ratings for Listed Assembly Without Gypsum ConcreteWith Gypsum Concrete Cushioned VinylCarpet & PadCushioned VinylCarpet & Pad STCIICSTCIICSTCIICSTCIIC 58F55F D7KLVDVVHPEO\PD\DOVREHXVHGLQDILUHUDWHGURRIFHLOLQJDSSOLFDWLRQEXWRQO\ZKHQFRQVWUXFWHGH[DFWO\DVGHVFULEHG E'LUHFWDWWDFKPHQWRIJ\SVXPZDOOERDUGLQOLHXRIDWWDFKPHQWWRUHVLOLHQWFKDQQHOVLVW\SLFDOO\GHHPHGDFFHSWDEOH:KHQJ\SVXP ZDOOERDUGLVGLUHFWO\DWWDFKHGWRWKH, MRLVWVWKHZDOOERDUGVKRXOGEHLQVWDOOHGZLWKORQJGLPHQVLRQSHUSHQGLFXODUWRWKH,MRLVWVDQGVRXQGUDWLQJVIRU:,-VKRXOGEHXVHG F67&DQG,,&YDOXHVHVWLPDWHGE\'DYLG/$GDPV$VVRFLDWHV,QF 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. 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. 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. U341 June 14, 2019 Bearing Wall Rating — 1 Hr. Finish Rating — Min 20 min. 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. HORIZONTAL SECTION 1. Wood Studs — Nom 2 by 4 in., spaced 24 in. OC max. Cross braced at mid- height and effectively ﬁrestopped at top and bottom of wall. No min. air space between stud rows except to accommodate attachment of sheathing, where required. See items 4 and 5. 2. Gypsum Board* — Any 5/8 in. thick UL Classiﬁed Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom 5/8 in. thick 4 ft wide. Gypsum board applied horizontally or vertically, unless speciﬁed below, and nailed to studs and bearing plates 7 in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. 3. Joints and Nailheads — Gypsum board joints of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classiﬁed veneer baseboard with joints reinforced with paper tape. 4. Sheathing — (Optional) — Septum may be sheathed with min 7/16 in. thick wood structural panels min grade "C-D" or "Sheathing" or min 1/2 in. thick Mineral and Fiber Boards*. See Mineral and Fiber Boards (CERZ) category for names of Classiﬁed companies. 5. Batts and Blankets* — 3-1/2 in. max thickness glass or mineral ﬁber batt insulation. Optional when sheathing (Item 4) is used on both halves of wall. See Batts and Blankets (BZJZ) category for list of Classiﬁed companies. 9. Non-Bearing Wall Partition Intersection — (Optional) — 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 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. CONTINUED ON G1.3 CONTINUED ON G1.3 RE : RC P W5 W2 W1 -EXTERIOR MATERIAL EIFS STUCCO -WEATHER RESISTANT BARRIER ("TYVEK" OR EQ) -1/2" OSB -2x6 WD STUDS @ 16" OC, PT WD PL @ CONC -2" CLOSED CELL SPRAY FOAM & R-15 BATT -5/8" GYPSUM WALL BOARD (GWB) -5/8" GWB -2x4 OR 2x6 WD STUDS @ 16" OC, RE: PLAN, PT WD PL @ CONC -5/8" GWB -5/8" TYPE X GWB -2x4 WD STUDS @ 16" o.c. -3 1/2" SOUND BATT -1/2" SOUND BOARD -AIR GAP -2x4 WD STUDS @ 16" o.c. (STAGGERED) -3 1/2" SOUND BATT -5/8" TYPE X GWB -EPDM ROOF MEMBRANE -HARDBOARD -TAPERED XPS INSULATION -3/4" PLYWD -JOISTS (RE STRUCT) -FIBERGLASS BATT INSULATION (FULL DEPTH OF CAVITY) -(1) LAYER 5/8" TYP 'C' GWB W6 -5/8" TYPE 'X' GWB -MIN. FLAT 2x3 @ 24" OC -5/8" TYPE 'X' GWB W7 -1" GWB -1 1/2" METAL C-H STUD @ MAX. 24" o.c. -5/8" TYPE 'X' GWB (PROPRIETARY GWB, RE: GA ASSEMBLY W7 W6 W3 -5/8" GWB TYPE 'X' GWB -2x6 WD STUDS @ 16" OC, PT WD PL @ CONC -5/8" GWB TYPE 'X' GWB W6 W6 W4 - 5/8" TYPE 'X' "QUIET ROCK" OR EQ. GWB - 1/2" SOUNDBOARD -2x6 WD STUDS @ 16" OC -ACOUSTIC INSULATION IN CAVITY -5/8" TYPE 'X' "QUIET ROCK" OR EQ. GWB W8 -5/8" TYPE 'X' GWB -2x4 (MIN.) WD STUDS @ MAX 24" OC, PT WD PL @ CONC -GLASS FIBER INSUL. (FOR SOUND) AT ELEVATOR WALLS. (PER NOTE 10 IN GA. GEN. NOTES) -5/8" TYPE 'X' GWB C3 -WOOD TRUSS BOT. CHORD -BLOWN-IN INSULATION -(1) LAYER 5/8" TYPE 'C' GWB C1 -1 1/2" LIGHTWEIGHT CONC. TOPPING -ACOUSTI-MAT II UNDERLAYMENT -3/4" T&G OSB FLOOR SHEATHING -I-JOIST FIBERGLASS BATT INSUL. -DIETRICH RC DELUXE 1/2" RESILIENT CHANNEL @ 16" O.C. & DOUBLED @ END JOINT -(2) LAYERS 5/8" TYP 'C' GWB CONT. RATED CEILING THROUGH TOP PLATE ALL NON-BEARING PARTITIONS C5 -C1 RATED ASSEMBLY -AIR SPACE (CAVITY VARIES - RE: RCP) -2 1/2" METAL FRAMING @ 16" o.c. -5/8" GWB C6 -C1 RATED ASSEMBLY -AIR SPACE (CAVITY VARIES - RE: RCP) -2'x2' REVEAL GRID AND TILES C4 -WOOD TRUSS BOT. CHORD -BLOWN-IN INSULATION -RESILIENT CHANNEL -LAYERS 5/8" TYPE 'X' GWB W9 -5/8" TYPE 'X' GYP. -2x4 STUDS (FURRING) @ 16" o.c. -GLASS FIBER ACOUSTIC INSUL. - EXISTING WALL WALL VARIES RE: PLAN DIM. VARIES RE: PLAN SHAFT SIDE EXTERIOR INTERIOR EXTERIOR WALL - W1 0-HR LISTING: NA ALL BATT INSULATION IN EXTERIOR WALL ASSEMBLIES TO BE INSTALLED TO GRADE I STANDARDS ROOF / CEILING - C2 0-HR LISTING: N/A EXTERIOR INTERIOR 2x4/6 INTERIOR PARTITION - W2 0-HR LISTING: NA CORRIDOR WALLS - W4 1/2-HR LISTING: UL-U305 DEMISING WALLS - W5 1/2-HR LISTING: U-341 DUCT CHASE - W6 1-HR LISTING: GA WP 3640 DUCT CHASE - W7 1-HR LISTING: GA WP 7008 STAIR/ELEVATOR SHAFT & - W8 OCCUPANCY SEPARATION 1-HR LISTING: GA WP 3510 DUCT CHASE - D1 1-HR APPLIED LAST 2x6 INTERIOR PARTITION - W3 1/2-HR LISTING: UL-U305 HALL GUEST ROOM ROOF/CEILING - C3 1/2-HR (AS REQ'D. PER IBC 708.4) LISTING: N/A FLOOR/CEILING - C1 1-HR LISTING: WIJ-1.6 WALL TO CEILNG CONNECTION CONTINUE ASSEMBLY THROUGH FLOOR ASSEMBLY TO UNDERSIDE CONC. TOPPING CHASE TYPICAL DROPPED CEILING - C5 0-HR LISTING: N/A ACOUSTIC CEILING TILE - C6 0-HR ROOF/CEILING - C4 1-HR LISTING: GA RC 2602 FURRED WALLS - W9 1-HR LISTING: NA C2 GENERAL ASSEMBLY NOTES 1. REFER TO CODE AND ARCHITECTURAL PLANS FOR DESIGNATION OF PARTITION TYPES AND RATINGS 2. ALL METAL STUD AND C.M.U. PARTITIONS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE UNLESS NOTED OTHERWISE 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 METAL STUDS 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. USE CEMENTITIOUS BACKER UNITS AND SPACE STUDS AT 16" O.C. AT PARTITIONS TO RECEIVE CERAMIC TILE OR STONE. 8. PROVIDE SLIP JOINT CONNECTIONS AT THE TOPS OF ALL PARTITIONS WHICH INTERSECT THE STRUCTURE ABOVE; PROVIDE FIRE-SAFING AT ALL SLIP-JOINT CONNECTIONS IN FIRE- RATED PARTITIONS. IF AMOUNT OF DEFLECTION TO BE ACCOMMODATED IS NOT INDICATED ON STRUCTURAL DRAWINGS, OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO INSTALLATION. 9. 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 10. THROUGH PENETRATIONS IN RATED PARTITIONS SHALL BE FIRESTOPPED IN ACCORDANCE WITH IBC 712.3.1 11. MEMBRANE PENETRATIONS IN RATED PARTITIONS SHALL BE IN ACCORDANCE WITH IBC 713.3.2 12. PROVIDE ACOUSTICAL SEALANT AT ALL PENETRATIONS IN ACOUSTICAL PARTITIONS. 13. ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE UNLESS NOTED OTHERWISE. 14. ALL BATT INSULATION IN EXTERIOR WALL ASSEMBLIES TO BE INSTALLED TO GRADE I STANDARDS 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 G1.3 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ASSEMBLIESBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 2A. Gypsum Board* — (As an alternate to Item 2, not shown) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the ﬁeld. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 5C. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR-530 (ﬁnish rating 23 min). 2B. Gypsum Board* — (As an alternate to Item 2, not shown) — Any 5/8 in. thick gypsum panels that are eligible for use in Design Nos. L501, G512 or U305, supplied by the Classiﬁed companies listed below shown in the Gypsum Board* (CKNX) category. Applied horizontally or vertically and attached to studs and bearing plates 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 other than 48 in., gypsum board to be installed horizontally. UNITED STATES GYPSUM CO USG BORAL DRYWALL SFZ LLC USG MEXICO S A DE C V 2C. Gypsum Board* — (As an alternate to Item 2, Not Shown) — 5/8 in. thick gypsum panels applied horizontally or vertically and attached to studs and bearing plates 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 other than 48 in., gypsum board to be installed horizontally. AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C, LightRoc 2F. Gypsum Board* — (As an alternate to Items 2 through 2E) - Installed as described in Item 2. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads, 7 in. OC. Not for use with item #6. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 5C. Batts and Blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 2A. Use of Sheathing, Item 4, does not nullify requirement of Item 5C for use with Item 2A) — Glass ﬁber insulation, nom 3-1/2 in. thick, min. 8. Mineral and Fiber Board* — ((Optional, Not Shown) — For optional use as an additional layer on one or both sides of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing as described in Item 2. 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 9. Non-Bearing Wall Partition Intersection — (Optional) — 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 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. (Optional, Not Shown) Alternate Construction For Use On One Side Of The Wall. 10. Mineral and Fiber Board* — For use with Items 10A-10D) —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 10A. Glass Fiber Insulation — (For use with Item 10) — 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. 10B. Batts and Blankets* — (As an alternate to Item 10B, For use with Item 10), 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 10C. Adhesive — (For use with Item 10) — 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). 10D. Gypsum Board* — (For use with Item 10) — 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 10). 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. AMERICAN GYPSUM CO — Type AG-C CERTAINTEED GYPSUM INC — Type FRPC, Type C 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, FSW-C PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG-C PANEL REY S A — Type PRC THAI GYPSUM PRODUCTS PCL — Type C UNITED STATES GYPSUM CO — Type CTypes C, IP-X2, IPC-AR USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR * Indicates such products shall bear the UL or cUL Certiﬁcation Mark for jurisdictions employing the UL or cUL Certiﬁcation (such as Canada), respectively. Last Updated on 2019-06-14 UL and the UL logo are trademarks of UL LLC © 2019 All Rights Reserved. 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". CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A (ﬁnish rating 21 min), Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX Design No. U341 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 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), Type FRX-G (ﬁnish rating 24 min), Type IP-AR (ﬁnish rating 24 min), Type IPC-AR (ﬁnish rating 24 min) USG BORAL DRYWALL SFZ LLC — Types C, SCX, SGX (ﬁnish rating 24 min). centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the ﬁeld. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in. thick lead discs compression ﬁtted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal speciﬁcation QQ-L-201f, Grade "C". RAY-BAR ENGINEERING CORP — Type RB-LBG (ﬁnish rating 24 min) 3E. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, and 3D) — 5/8 in. thick gypsum panels, with square 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 2 screws 1 and 4 in. from edge of board or 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 of other than 48 in., gypsum boards are to be installed horizontally. GEORGIA-PACIFIC GYPSUM L L C — Type DGG (ﬁnish rating 20 min), GreenGlass Type X (ﬁnish rating 23 min) 3G. Gypsum Board* — (As an alternate to Items 3 through 3F) — 5/8 in. thick paper surfaced applied 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. GEORGIA-PACIFIC GYPSUM L L C — Type X ComfortGuard Sound Deadening Gypsum Board (ﬁnish rating 27 min) 3H. Gypsum Board* — (As an alternate to Items 3) — Not to be used with items 6 or 7. 5/8 in. thick paper surfaced applied vertically only. 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. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 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. 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. AMERICAN GYPSUM CO — Type AG-C CERTAINTEED GYPSUM INC — Type FRPC, 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, FSW-C * Indicates such products shall bear the UL or cUL Certiﬁcation Mark for jurisdictions employing the UL or cUL Certiﬁcation (such as Canada), respectively. Last Updated on 2019-06-28 3B. Gypsum Board* — (As an alternate to Item 3) — Nom 3/4 in. thick, installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-3/8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. CGC INC — Types AR, IP-AR UNITED STATES GYPSUM CO — Types AR, IP-AR 3D. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, or 3C — Not Shown) — For Direct Application to Studs Only- Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints 3J. Gypsum Board* — (As an alternate to Item 3) — Not to be used with items 6 or 7. 5/8 in. thick paper surfaced applied vertically or horizontally. Gypsum panels secured per item 3 or 3A. CERTAINTEED GYPSUM INC — Type SilentFX 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. 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. UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR USG BORAL DRYWALL SFZ LLC — Type C Design No. U305 2C. Gypsum Board* — (As an alternate to Item 2, Not Shown) — 5/8 in. thick gypsum panels applied horizontally or vertically and attached to studs and bearing plates 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 other than 48 in., gypsum board to be installed horizontally. AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C, LightRoc CERTAINTEED GYPSUM INC — Type C, Type X or Type X-1 NATIONAL GYPSUM CO — Type FSK, Type FSK-G, Type FSW, Type FSW-3, Type FSW-5, Type FSW-G, Type FSK-C, Type FSW-C, Type FSMR-C, Type FSW-6, Type FSL 2D. Gypsum Board* — (As an alternate to Items 2, 2A, 2B and 2C) — 5/8 in. thick gypsum panels, with square 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 2 screws 1 and 4 in. from edge of board or nailed as described in Item 2. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. GEORGIA-PACIFIC GYPSUM L L C — GreenGlass Type X, Type DGG. 2E. Gypsum Board* — (As an alternate to Items 2 through 2D) — 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 2. GEORGIA-PACIFIC GYPSUM L L C — Type X ComfortGuard Sound Deadening Gypsum Board. 2H. Gypsum Board* — (As an alternate to Items 2 through 2G) — Installed as described in Item 2. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically or horizontally fastened to the studs and plates 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. CERTAINTEED GYPSUM INC — Type SilentFX 2J. Gypsum Board* — (As an alternate to 5/8 in. Type FSW in Item 2) — 2 layers nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Horizontal joints on the same side need not be staggered. Inner layer attached with fasteners, as described in item 2, spaced 24 in. OC. Outer layer attached per Item 2. NATIONAL GYPSUM CO — Type FSW. 2K. Gypsum Board* — (As an alternate to Item 2) — 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 maximum 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. 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 3C. Gypsum Board* — (As an alternate to Items 3, 3A and 3B) — 5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the assembly. Installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-1/4 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. Joint covering (Item 2) not required. CGC INC — Type SHX UNITED STATES GYPSUM CO — Type SHX 3N. Gypsum Board* — (As an alternate to Item 3) — 5/8 in. thick, 4 ft. wide, applied horizontally or vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 3 or 3A. CERTAINTEED GYPSUM INC — Easi-Lite Type X (ﬁnish rating 24 min), Easi- Lite Type X-2 (ﬁnish rating 24 min) 3O. Wall and Partition Facings and Accessories* — (As an alternate to Item 3, Not Shown) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically. 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. Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with two layers of joint compound. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 527 (ﬁnish rating 24 min). 3Q. 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 maximum 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A (ﬁnish rating 21 min), Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX UL341 CONTINUED FROM G1.2UL305 CONTINUED FROM G1.2 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 D1.0 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS LOWER FLOOR DEMO Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 UP RE F 1 1' - 5 3 / 4 " 4' - 2 " 1 9 ' - 8 3 / 4 " 5 ' - 2 " 4'-2" 1'-10 1/4" 4'-2" 18'-5 3/4" 3'-2" 12'-2 1/2" 3'-2" 6'-4" 3'-2" 12'-4" 3'-2" 3'-9 1/2" 15'-11" 4'-5 1/4" 4'-2" 20'-5 1/4" 3'-2" 11'-7" 3'-2" 11'-3/4" 3'-2" 9'-1 1/4" 1' - 1 " 5' - 2 " AREA TO BE EXCAVATED FOR NEW ADDITION REMOVE EXIST. DOORS REMOVE WINDOW EXPAND OPENING FOR NEW DOOR REMOVE WALLS & FIXTURES, TYP. PARTIAL DEMO OF FLOOR TO INSTALL PAD SUPPORT FOR NEW BEAMS, RE: STRUCT. PARTIAL DEMO OF CEILING TO INSTALL NEW STEEL BEAMS, RE: STRUCT. SAWCUT OPENING IN EXISTING FOUNDATION WALL, RE: STRUCT. FOR DETAIL, TYPICAL EXISTING WALL, TYP. REMOVE EXIST. ELEVATOR 156 155 154 152 151 150 149 148 147 146 145 144 143 142 141 140 139 EXIST. CRAWL 153 EXIST. ELEV N 1 1/8" = 1'-0" Demo. Lower Floor Plan DEMOLITION GENERAL NOTES 1. DEMO PLAN IS REPRESENTATIONAL ONLY. CONTRACTOR TO EXAMINE THE EXISTING BUILDING AND WORK SHOWN BY ALL CONTRACT DOCUMENTS TO DETERMINE THE SCOPE OF DEMOLITION REQUIRED WHETHER SPECIFICALLY SHOWN OR NOT. 2. PROTECT ALL EXISTING STRUCTURE, SYSTEMS, FINISHES AND GENERAL CONSTRUCTION THAT ARE TO REMAIN THROUGHOUT THE COURSE OF THE WORK TO PREVENT DAMAGE OR LOSS. DAMAGED CAUSED DURING THE COURSE OF THE WORK SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 3. CONTRACTOR TO VERIFY UTILITY LINE LOCATIONS AND MAINTAIN ALL SYSTEMS AND SERVICES TO PARTS OF THE BUILDING NOT AFFECTED BY DEMOLITION, EXCEPT FOR SHORT PERIODS AS NECESSARY TO PERFORM THE WORK. CONTRACTOR SHALL NOTIFY OWNER OF ANY PLANNED DISRUPTION AT LEAST 24 HOURS IN ADVANCE. 4. PROVIDE TEMPORARY PARTITIONS AS NECESSARY TO AVOID IMPACT OF NOISE AND DUST TO AREAS OF THE BUILDING NOT WITHIN THE SCOPE OF DEMOLITION. 5. CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING REQUIRED. 6. ALL SALVAGED COPPER SHALL BE PROVIDED TO THE OWNER. 7. ALL SALVAGED PLUMBING AND ELECTRICAL FIXTURES AND ANY MECHANICAL EQUIPMENT SHALL BE PROVIDED TO THE OWNER AND STORED ON PROPERTY AS DIRECTED. 8. ALL OTHER DEMOLISHED MATERIALS SHALL BE DISPOSED OF IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS. 9. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR SUSPECTED, DO NOT DISTURB AND PROMPTLY NOTIFY THE OWNER. 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 D1.1 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS MAIN FLOOR DEMO Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 DN DW F FR 1 RE: EXISTING CONDITIONS SITE PLAN FOR SITEWORK TO BE REMOVED APPROX LINE OF NEW ADDITION MAIN FLOOR REMOVE EXIST. EIFS / STUCCO DOWN TO SHEATHING, TYP. REMOVE ALL EXTERIOR TRIM, FIXTURES, ETC. REMOVE (E) 32" DOOR EXPAND OPENING FOR NE 36" DOORREMOVE WINDOWS, TYP. PREP FOR GYP INFILL REMOVE EXIST. STUCCO AS REQ'D AT UNIT ENTRY DOORS REMOVE EXIST. COVERED ENTRY DEMO ROOF/ CEILING AT MAIN LEVEL FOR NEW FLOOR ABOVE LINE OF NEW FLOOR ABOVE LINE OF NEW FLOOR ABOVE LINE OF NEW FLOOR ABOVE REMOVE EXIST. ELEVATOR REMOVE (E) WALLS 211 212 214 213 215 216 217 218 219 220 221 222 223 224 225 MECH /STRG 226 227 228 229 233 232 231 230 MNGR. APT. MECH. MECH./ STRG EXIST. ELEV. N 1 1/8" = 1'-0" Demo. Main Floor Plan 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A2.0 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS LOWER FLOOR PLAN Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 WASHER 1 WASHER 2 WASHER 3 WASHER 4 WASHER 5 CHEMICAL STORAGE HM-460 FOLDING TABLE FOLDING TABLE SPREADING TABLE IRONER 8 IRONER 9 DRYER 7 DRYER 7 DRYER 7 DRYER 7 DRYER 6 B-3 B-2 B-1 WH WH BOILER AREA UP L0 0 5 7' 3' 40 x 7 0 L001 7'3' 40 7 0 L0 0 2 7' 3' 30 x 7 0 L001 7'3' L001M 7'3' L001M 7'3' 46x70 L0 0 1 7' 3' L0 0 1 M 7' 3' L0 0 1 M 7' 3' K 4'3' L006M 7' - 6 " 4' - 6 " L010 7'3' L007 7' - 6 " 6' L0 1 6 7' 4' L015 7' - 6 " 4' - 6 " L0 1 1 7' 3' 50 x 6 8 50 x 7 0 L001 7'3' L001 7'3' L001M 7'3' L001M 7'3'40x70 L0 1 3 7' 3' L012 7'3' 40x70 40x70 L0 0 2 M 7' 3' L0 0 1 7' 3' L006 7' - 6 " 4' - 6 " L001M 7'3' 40 x 7 0 L005M 7'3' L0 0 5 7' 3' L0 1 4 7' 2' L004M 7'3' L001 7'3' L001M 7'3' L0 0 2 7' 3' L0 0 2 M 7' 3' L0 0 2 M 7' 3' L003 7'3' L0 0 4 M 7' 3' L0 1 7 7'-6" 4'-6" L009 6' - 8 " 3' 60x70 L001M 7'3' L0 0 1 7' 3' L002M 7'3' L002M 7'3' L004M 7'3' L0 0 4 7' 3' L0 1 8 6'-8" 3' 50x68 W4 W5 W8 W3 W4 W4 W9 W8 W3 W9 W9 W3 W3 A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 1 A2.5 1 A2.6 5 A2.61 133'-1 1/4" 7' - 4 1 / 2 " 5' - 1 1 3 / 4 " 5 ' - 6 3 / 4 " 2'-6 3/4"2'-4 1/2" 17'-11" 3' - 2 " 2 1 ' - 1 0 " 4 ' - 7 " 1 1 ' - 2 3 / 4 " 6' - 4 3 / 4 " 4'-4 3/4" 23'-10" 37 ' - 3 / 4 " 2 ' - 9 1 / 4 " 8" 8" 9'-6 1/2" 54'-4 1/2"16'-8 1/2"16'-2 3/4" 18'-1/2" 17'-1/4" 10'-2 1/2" 2' - 9 " 19'-4 3/4" 5'-1" 16'-5 1/4" 5'-1" 8'-4 1/2" 30 ' - 8 1 / 2 " 23 ' - 1 3 / 4 " 6 ' - 9 " 6'-8 3/4"8'-8 3/4" 23 ' - 9 1 / 2 " 6 ' - 3 3 / 4 " 21 ' - 8 1 / 2 " 8 ' - 4 3 / 4 " 6'-3 3/4" 16 ' - 8 1 / 2 " 3' - 1 0 3 / 4 " 6 ' - 2 1 / 2 " 4 ' - 1 0 " 25 ' - 3 " 1'-10 1/2" 7'-1" 6'-3/4" 11'-8 1/4" 2' - 5 1 / 4 " 8' - 5 1 / 4 " 7' - 1 0 1 / 4 " 6' - 6 1 / 2 " 18 ' - 6 1 / 4 " 2' - 1 1 3 / 4 " 13 ' - 8 3 / 4 " 15 ' - 6 1 / 2 " 7 ' - 1 " 8 " 6 ' - 6 " 2'-6 1/2"2'-6 1/2" 1' - 9 1 / 2 " 5'-1" 3 1 / 2 " 49 ' - 1 0 3 / 4 " 6'-1 3/4" 9'-3 1/4" 7'-9" 1'-10 3/4" 1'-10 3/4" 3'-9 1/4" 1'-10 3/4"1'-10 3/4" 3'-9 1/4"10'-5 1/2" 1'-10 3/4" 8'-6 1/4" 1'-3" 1'-10 3/4" 3'-9 1/4"10'-11 1/2" 1'-10 3/4" 2' - 4 3 / 4 " 24 ' - 4 3 / 4 " 3 ' - 1 0 " 1'-3"3'-3/4"4'-4 1/4" 6'-5 1/4" 3'-3" 2'-11 1/4"2'-10 3/4" 3'-1 1/2"3'-3 3/4" 1'-10 3/4" 3'-9 1/4" 13'-4" 6'-1 1/4" 4'-1" 2'-4 3/4"2'-4 3/4" 19'-10" 1'-10 3/4"1'-10 3/4" 3'-9" 11'-8 3/4" 1'-10 1/2"1'-10 1/2" 3'-9 1/4" 5'-9" 1'-10 3/4"1'-10 3/4" 3'-8 3/4" 11'-7 1/4" 1'-10 1/4"3'-4" 5'-4 3/4" 1'-11 1/4" 8'-4 1/4" 7'-11 1/4" 4' - 4 3 / 4 " 2 2 ' - 1 0 1 / 4 " 7 ' - 1 / 2 " 17'-5" 5' - 4 1 / 4 " 1' - 9 " 8' - 4 1 / 2 " 9'-4 3/4" 9' 11'-6 3/4" 11 ' - 6 1 / 2 " 30 ' - 1 0 3 / 4 " 7'-9" 9'-7" 24'-11 3/4"4'-8 1/4" 16'-7 1/4" 11 1/2" 30'-7 1/4" 2'-6 1/2"2'-6 1/2" 16'-6 1/2" 3' 13 ' - 2 1 / 2 " 1' - 1 0 3 / 4 " 5' - 8 " 12'-8 1/2" 17'-9 1/4" 2'-6 1/4" 3' - 3 / 4 " 5' - 1 " 4'-8 1/2" 3'-2 1/4" 3/A4.1 3/A4.1 1 2 3A7.0 BACKFLOW PREVENTER RE: PLUMBING LOUVER, RE: MECH 2x FURRED WALL OVER CONC. FIREPLACE ABOVE 2x FURRED WALL OVER CONC. 156 155 154 153 152 151 150 149 148 147 146 145 144 143 142 141 140 139 NE W HA L L W A Y EXIST. CRAWL BIKE STRG L010 POOL HOUSE ABOVE STAFF LAUNDRY L003 STORAGE L002 HALLWAY L012 STAFF ROOM L001 NEW ELEV STORAGE L005 POOL EQUIP. L008 ELEC L011 UP ELEV. LOBBY L007 EXIST. ELEV EMPL RR STRG. L009 BATH STAIRS 4500 NEW ELEV ELEV. LOBBY L015 VENDING L006 3500 LU G G A E S T R G . 2/A4.1 2/A4.1 7/A4.1 7/A4.1 6/A4.1 6/A4.1 4/A4.1 4/A4.1 DRDRWW W8 W8 W9 W3 W8 5 A2.5 16 ' - 9 1 / 2 " 3 ' 7'-9" 6" 8" 4' 1' - 1 0 3 / 4 " 5' - 4 " 7' - 1 0 1 / 2 " 2 ' - 7 1 / 2 " 5 ' 135° 135° 8/A2.5 8/A2.5 4/A2.6 4/A2.6 FIRE EXT. CAB. FIRE EXT. CAB. FIRE EXT. CAB. BOTTLE FILLER GUEST LDRY L004 4/A2.5 4/A2.5 1/A4.0 1/A4.0 2/A4.0 2/A4.0 3/A4.03/A4.0 4/A4.04/A4.0 1/A4.1 1/A4.1 5/A4.1 5/A4.1 9/A2.5 9/A2.5 N1 1/8" = 1'-0" Lower Floor Plan Key Plan 5,460SF (NEW) 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A2.1 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS MAIN FLOOR PLAN Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 DN UP 117 7'3' 117 7'3' 117 7'3' 117 7'3' 117 7'3' 117 7'3' 117 7'3' 117 7'3' 117 7'3' 117 7'3' 117 7'3' 117 7'3' C 7'8' C 7'8' YY 4'-6" 3' YY 4'-6" 3' 40 x 7 0 119 7'4' 112 7'6' A 6' 5' 10 2 7' 3' 11 1 7' 3' B 6'6' B 6'6' B 6'6' B 6'6' B 6'6' B 6'6'B 6'6' 114M 7'3' 114 7'3' ZZ4'-6" 3' ZZ4'-6" 3' C 7'8' 50 x 6 8 10 5 7' 3' 104 7'3' 50x70 80x70 50x70 36x70 110 7'3' 11 6 6'-8" 3' 103 7'6' 11 3 7' 3' 106 7'3' 109 7'3' 100 7'8' 108 7'3' 10 1 7' 8' 10 7 7' 3' 115 7'3' 36 x 7 0 60 x 7 0 DW F FR W1 W1 W7 W 6 W2 W6 A B C D E F W8 1 2 3 4 5 6 7 8 9 10 11 12 6 A2.5 2 A2.5 6 A8.1 10 A2.5 D1 G1.3 2 A2.63 A2.6 6 A2.6 1 3/A4.1 3/A4.1 2' - 6 " 2 9 ' - 1 0 3 / 4 " 3 ' - 2 " 3'-2" 18'-8 1/2" 3'-2" 8' - 1 / 2 " 26 ' - 9 1 / 4 " 2 ' - 7 " 54'-4 1/2" 16'-8 1/2" 51'-3 3/4" 10'-1 1/4" 8' - 5 " 2' - 1 1 / 4 " 6'-2 3/4" 12'-11 1/2"10'-9 3/4" 6'-5" 6'-8 1/2" 20'-4 3/4" 15'-10 1/4" 18'-9" 17'-6 3/4" 3'-1 0 " 36' 17 ' 8 ' - 3 / 4 " 1' - 1 0 3 / 4 " 13 ' - 1 1 " 9'-3/4" 7'-11 1/2" 6' - 7 1 / 4 " 2' - 4 3 / 4 " 9' - 4 1 / 4 " 8 ' - 4 3 / 4 " 4' - 1 1 / 4 " 2' - 8 1 / 2 " 6' 5' - 9 " 10 ' - 6 1 / 2 " 3'-1/2" 3'-4 1/2" 133'-3/4" 1' - 5 3 / 4 " 1' - 5 " 6' - 7 3 / 4 " 1' - 4 3 / 4 " 8'-7 1/4" 14 ' - 1 1 1 / 4 " 1 0 ' - 1 0 1 / 4 " 5' - 1 1 3 / 4 " 2' - 4 1 / 2 " 2' - 6 " 3'-8 1/2" 3'-7"5'-1"3'-7" 7'-1/4"7'-1/4" 7' 7' 7'-1/4" 3'-4 1/4" 8'-4 1/4" 8'-4 1/4" 8'-2 3/4" 8'-1/4" 9'-1/4" 9'-1/4" 8'-1/4" 9'-1/4" 5'-1 1/4" 5'-3/4" 4' - 3 1 / 2 " 32 ' - 8 3 / 4 " 2'-6" 7'-10" 10'-1/4" 4' - 7 1 / 4 " 4 ' - 7 1 / 4 " 1'-10 1/4" 9' - 8 " 1 2 ' - 1 3 / 4 " 6 ' - 4 " 4 ' - 1 0 " 4 ' - 9 1 / 2 " 12'-5 1/2" 10'-7" 5'-0" 3'-7 1/4" 18 ' - 5 1 / 2 " 3 ' - 8 " 2' - 8 1 / 4 " 9' - 7 1 / 2 " 1'-5 3/4" 21'-10 1/2" 2' - 1 1 " 3'-9 1/4" 4'-3/4" 4'-1 1/2"2'-3 1/4" 15'-2" 2'-2 1/4" 2'-5 1/4" 5'-3/4" 1'-10 3/4" 2'-2 1/4" 6'-5 1/4" 2'-3/4" 19'-3/4" 16'-1" 3'-3 1/2"3'-7 3/4" 32'-6"2'-11 3/4" 2'-11 1/2" 2'-7" 4'-2 3/4" 3'-4 1/4"1'-10 1/2" 16'-4" 1'-10 1/2" 1'-10 1/2" 1'-8 1/2" 1'-10 1/2" 1'-10 1/2" 9'-2" 11'-9" 1'-10 1/2" 1'-10 1/2" 3'-8 3/4" 6'-4 3/4" 4'-11" 1'-10 1/2" 8'-5 1/2" 19'-1 3/4" 1'-10 1/2" 1' 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 22'-5 1/4" 10'-5 1/4" 1'-10 1/2"1'-10 1/2" 8'-7 3/4" 3'-8 3/4" 1'-10 1/2" 1'-7" 1'-10 1/2" 1'-10 1/2"1'-10 1/2" 9'-1 1/2" 16'-1 1/4" 9'-1/2" 1'-10 1/2" 1'-8" 1'-10 1/2" 1'-10 1/2" 2' - 4 " 2 ' - 4 " 9' - 1 1 3 / 4 " 1' - 9 1 / 2 " 3' - 3 / 4 " 3 ' - 6 " 3' - 6 1 / 4 " 3' 17 ' - 1 0 " 1 0 ' - 6 " 40' CONCRETE AREA R 5' R 31'135° 135° 2/A4.1 2/A4.1 7/A4.1 7/A4.1 6/A4.1 6/A4.1 4/A4.1 4/A4.1 23 20 21 22 7/A7.0 7/A7.0 A7.3 5/ A 7 . 3 8/ A 7 . 0 PLANTERS RE:2/A8.1 PLANTERS RE: 2/A8.1 ELEV. LOBBY ABOVE SOFFIT ABOVE RE: RCP HOSE BIBHOSE BIB COVE WALL BELOW 2x4 WALL w/ 5/8" TYPE 'X' BOTH SIDES NOTE: EXISTING UNIT TO BE TAKEN OFF LINE, SPACE TO BE USED FOR STORAGE NEW COLUMN INWALL, TYP. RE: STRUCT. NEW FINISHED GYP. OVER EXISTING SHEATHING TYP. ALL EXTERIOR WALLS MADE INTERIOR WATER FILL STATION LINE OF ROOF ABOVE STONE WRAPPED COLUMN, SIM. TO 6/A8.1 FIRE EXT. CAB. ADA LIFT BY POOL CONTRACTORWATER FEATURE RE: 3/A8.1 FIRE EXT. CAB. FIRE EXT. CAB. WOMEN'S RR 111 MEN'S RR 110 3500 NEW ELEV VEST. 100 SUNDRY 105 ELEV. LOBBY 109 BACK OFFICE 104 DESK 103 LOBBY 101 HALLWAY 114 ICEPOP LOUNGE 102 PORTE COCHERE POOL 112 36'x17' JACUZZI 8'x12'-6" ±FIELD VERIFY ENTRY 113 TECH. 106 STRGEMPLY RR BAG STRG 612 sf 211 212 214 213 215 216 217 218 219 220 221 222 223 224 225 MECH /STRG 226 227 228 229 233 232 231 230 BATH BATH UP STRG. EXIST. MANAGERS QUARTERS WA T E R F E A T U R E 1 4 32 4500 NEW ELEV ELEV. RECESS 116 8/A2.5 8/A2.5 4/A2.6 4/A2.6 W3 W8 W3 W9 W2 4/A2.5 4/A2.5 EXIST. WINDOWS TO BE INFILLED, TYP. VEND. 107 1/A4.0 1/A4.0 2/A4.0 2/A4.0 3/A4.03/A4.0 4/A4.04/A4.0 1/A4.1 1/A4.1 5/A4.1 5/A4.1 9/A2.5 9/A2.5 N 1 1/8" = 1'-0" Main Floor Plan Key Plan 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A2.2 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS UPPER FLOOR PLAN Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 DN 200 7'3' 204 7'3' 204M 7'3' I 4'6' J 4'3' H 2'-6" 2' D1 3' 3' - 5 " E1 4' 5' 20 0 7' 3' 20 8 7' 3' 200M 7'3' 50 x 7 0 F 4'6' F1 4'6' 200 7'3' 200M 7'3' 20 1 7' 2'-6" 200 7'3' 20 1 7' 2'-6" 200M 7'3'200M 7'3' 20 1 M 7' 2'-6" 200M 7'3' 20 1 7' 2'-6" 200 7'3' I 4'6' I 4'6' 204 7'3' 204M 7'3' 204 7'3' I 4'6' I 4'6' 209 7'3' F 4'6' E 4'5' H2'-6" 2' 207 3'3' 200 7'3' 200M 7'3' 204M 7'3' 204 7'3' I 4'6' I 4'6' I 4'6' 200 7'3' 20 1 M 7' 2'-6" 200 7'3' 204M 7'3' 204 7'3' 204M 7'3' I1 4'6' I 4'6' I 4'6' 202M 7'3' 20 1 7' 2'-6" 211 7'4' 21 2 7' 3' 20 1 M 7' 2'-6" 20 1 7' 2'-6"20 2 7' 3' 20 1 7' 2'-6"20 2 M 7' 3' 20 1 M 7' 2'-6" 20 2 7' 3'20 1 7' 2'-6" 206 7'3' J 4' 3' 205 7'4' 20 3 M 7' 2'-8" 20 3 7' 2'-8" 20 3 7' 2'-8" 20 3 M 7' 2'-8" 20 3 M 7' 2'-8" 20 3 7' 2'-8" 20 2 M 7' 3' 20 2 7' 3' G 2'7' 210 7'3' 200 7'3' 200M 7'3' 20 1 7' 2'-6" 20 1 M 7' 2'-6" 20 1 7' 2'-6" 20 2 M 7' 3' 20 1 M 7' 2'-6" 20 2 7' 3' 200M 7'3' 200 7'3' 20 1 M 7' 2'-6" 20 3 7' 2'-8" 200M 7'3' 20 1 7' 2'-6" 20 3 M 7' 2'-8" 20 1 M 7' 2'-6" 20 2 M 7' 3' 20 2 7' 3' 60x70 201 7'2' - 6 " 200 7'3' 204 7'3' I 4'6' 204M 7'3' I 4'6' A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 W5 W4 W5 W4W7 FF F F FF FF F F F F F F F F F F F W8 W6 W3 W3 7 A2.5 1 A2.4 3 A2.5 4 A8.1 EP-15 3 A2.4 3 A8.0 7 A2.6 1 1 1 3/A4.1 3/A4.1 2/A4.1 2/A4.1 7/A4.1 7/A4.1 6/A4.1 6/A4.1 4/A4.1 4/A4.1 13'-5" 11'-9 1/2" 4'-2 1/4"71'-1/4"77'-11 1/4" 5' - 6 " 3 3 ' - 1 0 1 / 4 " 3 ' - 4 3 / 4 " 3' - 6 " 22 ' - 5 1 / 2 " 2 7 ' - 5 " 7'-7"170'-9 1/4" 5' - 6 " 5 1 / 2 " 26 ' - 2 3 / 4 " 7' - 2 " 5 1 / 2 " 7' - 7 " 7 ' - 1 / 4 " 6 ' - 4 3 / 4 " 2 3 ' - 1 0 1 / 2 " 5' - 3 3 / 4 " 1 1 ' - 5 1 / 4 " 5 1/2" 13'-2 1/2" 6'-11" 8'-7 1/4" 3'-2" 3'-1 1/2" 8" 6'-1 1/2" 6'-3/4" 8" 8'-2 3/4" 3'-11 1/2" 8" 4' 8'-2 1/4" 8" 6'-1 1/2" 6'-1" 8" 6'-1 1/2" 6'-3/4" 9' - 2 1 / 2 " 28 ' - 6 3 / 4 " 11 ' - 1 " 2' - 9 3 / 4 " 4'-9 1/2" 6'-9" 1'-8" 8"1'-11" 6'-1/4" 4'-3 1/4" 8"4'-3 3/4" 6'-1/4" 1'-10 1/2" 8"1'-11" 6'-1/4" 4'-3" 8" 4'-3 3/4" 6'-1/4" 1'-10 1/2" 8" 12'-2 1/4" 8" 6'-7 1/2" 6'-7" 8" 12'-2 1/2" 8" 1'-10 1/2" 6'-1/4" 4'-3 3/4" 8" 4'-3 1/4" 6'-1/4" 1'-11" 8" 1'-10 1/2" 6'-1/4" 4'-3 3/4" 8" 4'-7 1/4" 6'-4 1/2" 1'-11" 8" 1'-10 1/2" 6'-4 1/2" 4'-7 1/4" 90 ' - 7 1 / 4 " 1'-8 1/4" 7'-4 1/2" 5' - 9 " 55 ' - 3 3 / 4 " 22 ' - 7 1 / 4 " 4 ' - 1 1 / 2 " 7 ' - 1 1 / 2 " 6'-7 1/2" 3' 2'-6 1/2" 4'-4" 3'-1 1/2" 4'-9" 2'-3/4" 16'-10 1/2" 2'-3/4" 4'-9" 2'-3/4" 16'-10 1/4" 2'-1/2" 2'-1/2" 6'-2 3/4" 2'-1/2" 2'-1/2" 3'-2 3/4" 8'-4 1/2"4'-9 3/4" 3'-3 1/4" 2' 2'-1/2" 5'-6 3/4" 3'-2 3/4"2'-1/2" 2'-1/4" 11'-9 1/2" 2'-1/2" 1'-11 3/4" 5'-10" 2'-1/2" 2'-1/4" 14'-3 1/2" 2'-11"4'-5 1/2" 2'-11" 8'-3/4" 12'-2 1/4"12'-10"12'-10 3/4"12'-2 1/4"12'-2 1/4"12'-2 1/4"12'-2 1/4"12'-2 1/2"12'-2 1/4"13'-2 1/2"12'-2 1/2"12'-2 1/4" 2'-4 3/4" 2'-5" 2' - 1 / 2 " 2' - 6 " 1'-2 3/4"2'-7" 1'-9 1/4" 11'-4" 2' 2'-1/2" 2'-3 3/4" 6'-2 1/2" 2'-4 1/4" 2' 11'-9 1/2" 2'-1/2"2'-1/2" 3'-2 3/4" 2'-1/4" 2'-1/4" 8'-10" 8'-1 3/4" 2'-1/2" 2' 1'-4 1/2" 15'-4 3/4" 15'-7 1/2" 15'-4 1/2" 8'-11 1/2" 2'-4 1/4"2'-4 1/4" 7'-1" 5'-4 1/4" 4'-3/4" 1' - 5 " 6' - 1 / 4 " 4 ' 4' - 4 3 / 4 " 17 ' - 1 1 / 4 " 2'-1"2'-1 1/4" 4'-1 1/4" 2'-3 3/4" 35 ' - 3 / 4 " 1'-11" 4'-5 1/2" 12'-2 1/4"12'-2 1/4"12'-2 1/4"12'-2 1/4"12'-2 1/4" 12 ' - 7 1 / 4 " 5' - 5 1 / 2 " 4'-2" 2'-1 1/4" 7'-3 1/2" 2' - 5 " SKYLIGHT ABOVE SKYLIGHT ABOVE LOW WALL AROUND LIGHT WELL TUBULAR SKYLIGHT TUBULAR SKYLIGHT FIRE EXT. CAB. FIRE EXT. CAB. NEW RATED DOOR, SMOKESEAL, SPRING HINGES DESK BY OWNER HALLWAY 200 STAIRS BALCONY 3500 NEW ELEV 314 305 307 309 311 ADA 301 303 ADA 302 STRG 300 312 310 ADA 304 308 306 BALCONYBALCONY 317 319 321 323 ADA 325 ADA 327 BALCONY ROOF TOP MECH. ELEV. LOBBY 331 OP E N T O BE L O W STG./ H.K. 360 ICE 390ROOF HATCH TYP. TYP. STST ST ST ST 4500 NEW ELEV ELEV. LOBBY 330 317A 8/A2.5 8/A2.5 4/A2.6 4/A2.6 4/A2.5 4/A2.5 20 1 M 7' 2'-6" F 4'6' F1 4'6' 204M 7'3' 204 7'3' 20 2 7' 3' 11 A2.5 2 A2.4 16'-9 1/4" 15'-2" 5'-10 1/2" 18'-5 1/2" 5 1/2"3'-9 1/4"5 1/2" 16'-6 1/4" 5 1/2" 11 1 / 4 " 12 ' - 6 " 1/A4.0 1/A4.0 2/A4.0 2/A4.0 3/A4.03/A4.0 4/A4.04/A4.0 1/A4.1 1/A4.1 5/A4.1 5/A4.1 ADA TUBADA TUB 9/A2.5 9/A2.5 N 1 1/8" = 1'-0" Upper Floor Plan Key Plan 11//8//" = 1'-00" 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A2.3 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ROOF PLANBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 6/7 A8.0 9 A8.1 9 A8 . 0 3/A4.1 3/A4.1 2/A4.1 2/A4.1 7/A4.1 7/A4.1 6/A4.1 4/A4.1 4/A4.1 ROOF HATCH RIDGE VENT 3x4 PREFINISHED METAL DOWNSPOUT, TYP. RE: SPEC LINE OF WALLS BELOW, TYP. 5Wx4D PREFINISHED SEAMLESS METAL GUTTERS, TYP. RE: SPEC3/12 1/12 .7 5 / 1 2 4/ 1 2 4/ 1 2 4/12 4/12 4/124/124/124/12 4/124/12 4/124/12 2/ 1 2 2/ 1 2 4/ 1 2 4/124/12 4/124/12 6/126/12 4/124/12 4/ 1 2 4/ 1 2 4/12 4/ 1 2 4/ 1 2 2/12 4/12 4/12 4/ 1 2 2/12 1/12 4/ 1 2 4/ 1 2 4/124/12 4/ 1 2 22" TUBE SKYLIGHT, TYP OF 3 SKYLIGHT w/ PROTECTED SHAFT, TYP OF 3 4/12 SOFFIT VENT, TYP AT OVERHANGS 22" TUBE SKYLIGHT, TYP OF 2 ENTRY PARAPET BELOW PORTE COCHERE 3/ 8 : 1 2 3/ 8 : 1 2 3/ 8 : 1 2 EPDM ROOF GUTTER & DOWNSPOUT TO ENTRY ROOF GUTTER & DOWNSPOUT CONDUCTOR HEADS & D.S. BELOW RE: ELEVATIONS 4/12 4x12 SCUPPER w/ 4x12 OVERFLOW SCUPPER, CONDUCTOR HEAD & D.S. RTU RTU (MECH. VFY) 8/A2.5 8/A2.5 4/A2.6 4/A2.6 4/A2.5 4/A2.5 1/A4.0 1/A4.0 2/A4.0 2/A4.0 1/A4.1 1/A4.1 5/A4.1 5/A4.1 9/A2.5 9/A2.5 ROOF DRAIN & OVERFLOW, RE: PLUMBING EPDM ROOF CRICKET EPDM @ LOW SLOPE, TYP. 1/ 1 2 4/ 1 2 4/ 1 2 2/12 CRICKET EPDM AT LOW PITCH ROOFS, TYP. NEW ROOF OVER EXIST. UNITS BELOW NEW OVERFRAMING EXIST. ROOF EXIST. ROOF EXIST. ROOF EXIST. ROOF NEW ROOF CRICKET NEW SHED ROOF OVER EXIST. UNIT NEW SHED ROOF OVER ADDITION CRICKET EXIST. ROOF BELOW ROOF DRAIN & OVERFLOW RE: PLUMBING CRICKET EXHAUST FAN RE: MECH. VTR, RE: MECH. PAINT TO MATCH ROOF ASPHALT SHINGLES EPDM NEW SHED ROOF OVER EXIST. UNIT VTR, RE: MECH. PAINT TO MATCH ROOF ROOF DRAIN & OVERFLOW RE: PLUMBING CRICKET ASPHALT SHINGLES ON ICE & WATER SHIELD PREFINISHED ROOF CAP TO MATCH ASPHALT SHINGLES COLOR, RE: MECH., TYP. ROOF EQUIP. RE: MECH CRICKET 2/ 1 2 FS FS FS ST ST ST ST ST MI N 1 4 " N . T . S . ASPHALT ROOF CAP ROOF VENT, RE: SPEC. ROOF UNDERLAYMENT ROOF SHEATHING ROLL ROOF PANEL EDGE METAL RAKE FLEXIBLE FLASHING 2x SUB RAKE ROOF UNDERLAYMENT ROOF MATERIAL RE: ELEVATIONS STUCCO SOFFIT METAL GUTTER FLEXIBLE FLASHING METAL FASCIA GUTTER ATTACHMENT 2x SUB FASCIA ROOF UNDERLAYMENT ROOF MATERIAL RE: ELEVATIONS STUCCO SOFFIT STRIP SOFFIT VENT SEALANT DRIP EDGE FLASHING FLEXIBLE FLASHING STUCCO FINISH SYSTEM BUILT-UP INSULATION EPDM MEMBRANE TERMINATION BAR SEALANT ROOF UNDERLAYMENT FLASH UP WALL METAL DRIP EDGE FLEXIBLE FLASHING STUCCO FINISH SYSTEM ASPHALT RIDGE VENT TYPICAL RAKE TYPICAL SOFFIT ROOF/WALL AT MECH WELL ROOF/WALL AT LOWER ROOF N 1 1/8" = 1'-0" Roof Plan2 1 1/2"= 1'-0" Roof Details ROOF VENTING: RIDGE VENT, TYP. Attic/roof cavity area is +/- 13,670 sf. Per IBC 1203.2 Ex2, ventilation req'd is 1/300 (46SF) if min. 40% & max. 50% of ventilation is provided in ridge vents. RIDGE VENT: 46SF x 50% = 23 SF (3,312sq in) min. ventilation req'd in ridge vents. Provide Min. 276lf Ridge Vent w/ min. 12sq. in./lf SOFFIT VENT: 46SF x 50% = 23 SF (3,312sq in) min. ventilation req'd in soffit vents. Provide Min. 200lf 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 gap at roofline blocking. BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A2.4 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ENLARGED UNIT PLANS Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 200 7'3' 204 7'3' 204M 7'3' I 4'6' J 4'3' H 2'-6" 2' I 4'6' 20 1 7' 2'-6" 20 1 M 7' 2'-6" 20 2 7' 3' 200M 7'3' F F 1 0 A8 . 1 4/A4.1 5' - 6 " 2 2 ' - 7 1 / 4 " 4 ' - 1 1 / 2 " 7' - 1 1 / 2 " 33 ' - 1 0 1 / 4 " 1'-7 3/4" 1' - 7 3 / 4 " -2 1/2" 2' - 1 / 5'-4 3/4" 2'-6" 3'-3 1/2" 2'-1/4" 4' 1' - 1 0 1 / 2 " 4' - 5 1 / 2 " 4' - 4 3 / 4 " 2' - 1 3 / 4 " 2' - 1 3 / 4 " 6' - 1 / 4 " 5'-5" 2'-4 3/4" 17 ' - 8 3 / 4 " 4'-9 1/2" 6'-6 3/4" 1'-10 1/2" 5' - 1 0 1 / 4 " 5' - 1 1 / 4 " 11 1 / 2 " 10 ' - 1 1 / 4 " 2'-5 1/2" 3'-3/4" 6 1/2" 6'-1 3/4" 1'-11" 6'-1/4" 4'-3 1/4" 3' - 1 1 3 / 4 " 5 ' - 3 1 / 2 " 1'-7" 5'-1 1/4" 4' - 4 3 / 4 " 2' - 5 1 / 4 " 2' - 5 1 / 4 " 13 ' 2'-3/4" 2'-6 1/4" 7'-7 1/2" 11 1 / 4 " 13'-1 1/2"12'-2 3/4" 1 2 3 41/A7.22 1 4 31/A7.1 9 10 11 12 3/A7.1 HALF WALL @ 42" ABV. F.F.SEPARATING WALL @ 42" ABV. F.F. STONE WRAPPED COLUMN CLOSET RODS/ SHELVES G.C. COORD. w/ OWNER RATED DEMISING WALL TO ROOF SHEATHING RE: ASSEMBLIES FURRED WALL ADA BATH CLEF CL EF BATH 301 ADA UNIT 303 NEW UNIT TUB 60"x30" CLG: VAULTED CLG: 9'-0" SCO SCO 8' CLG. 8' CLG. SITTING AREA CLG: 9'-0" BALCONY BALCONY 20 2 7' 3' 8 7 5 62/A7.1 AD A S H O W E R 60 " x 3 0 " 60" VANITY CO F F E E CO F F E E 72" VANITY CO F F E E J 4'3' E1 4' 5' 20 0 7' 3' 202M 7'3' 20 1 7' 2'-6" J 4' 3' F 3' - 1 1 / 2 " 3 ' - 3 3 / 4 " 7 ' - 9 3 / 4 " 4 ' - 4 3 / 4 " 4 ' - 4 3 / 4 " 5 ' - 4 3 / 4 " 2'-2 1/2" 2'-2 1/2" 2' - 1 / 2 " 2 ' - 6 " 1 6 ' - 8 1 / 4 " 2 ' - 1 1 / 4 " 5 ' - 1 1 / 4 " 4'-5" 9" 12'-8" 6' - 1 1 " 2'-4 3/4" 5'-4 1/4"2'-10"2'-4" 2' - 4 1 / 4 " 2' - 3 / 4 " 12'-1" 10 3/4" 7'-1/2" 5' - 1 1 / 4 " 10 11 9 12 3/A7.2 2/A7.2 2x FURRED PLUMBING WALL PTAC SYSTEM ADA BATH EF ADA BATH 302 ADA UNIT CLG: VAULTED SCO 5 8 7 6 8' CLG. 8 762/A7.1 AD A S H O W E R 60 " x 3 0 " AD A S H O W E R 60 " x 3 0 " 60" VANITY 200M 7'3' 20 1 7' 2'-6" 4 7' 20 3 M 7' 2'-8" 0 7' 6" 204 7'3' I 4'6' F F4' - 4 3 / 4 " 2 ' - 1 1 3 / 4 " 1' - 8 3 / 4 " 2' - 1 1 / 2 " 1' - 8 1 / 4 " 3' - 8 " 1' - 7 1 / 4 " 1' - 4 3 / 4 " 23 ' - 4 " 4'-3" 6'-3/4" 1'-10 1/2" 12'-9 1/4" 5' - 6 " 1 3/4 RO 5'-6 3/4" 2'-1/2" 2'-1/2" 2'-6 3/4" 4 2 CL. CO F F E E 311 NEW UNIT CLG: VAULTED EF BATH TUB 60"x30" 8' CLG. SCO BALCONY 5'-8 1/4" 4'-3/4" 2'-5 1/4" 4'-3FURRED PLUMBING WALL 72" VANITY 1 1 1/4" = 1'-0" Enlarged Guest Units2 1/4" = 1'-0" Enlarged Guest Units3 1/4" = 1'-0" Enlarged Guest Units 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A2.5 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ENLARGED PLANS / SECTIONS Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 L0 1 6 7' 4' L009 6' - 8 " 3' 4'-8 1/2" 3'-2 1/4" 9' 7'-10 3/4" 3' - 4 1 / 4 " 2 ' - 6 1 / 4 " 2 ' - 9 3 / 4 " ELEVATOR LOBBY CLG: 8'-0" ELEV. OTIS 3500 W8 9 1 / 2 " 5' - 2 " RO U G H O P G . 3' - 8 1 / 2 " 4'-0" x 3'-6" WORK SPACE 4/A2.5 119 7'4' 2'-8 3/4" 5' 8'-4 1/4" 8' - 9 " 4" 5' - 2 " RO U G H O P G . 3' - 3 " ELEVATOR LOBBY CLG: 8'-0" ELEV. OTIS 3500 W8 9' - 2 1 / 2 " 4/A2.5 TYP. ALL 4 WALLS 211 7'4' 8' - 9 " 7'-5 1/4" 7'-11 1/2" 7'-5 1/4" 4'-8 3/4" 3'-2 3/4" 4" 5' - 2 " RO U G H O P G . 3' - 3 " ELEVATOR LOBBY CLG: 9'-0"ELEV. OTIS 3500 4/A2.5 W8 10 ' 1 0 ' - 3 1 / 4 " 1 2 ' - 6 " TO T A L C L E A R H E I G H T 4' 6 ' - 1 0 3 / 4 " 6' - 1 0 3 / 4 " 6' - 1 0 3 / 4 " 7' - 1 0 " RO U G H O P E N I N G 7' - 1 0 " RO U G H O P E N I N G 7' - 1 0 " RO U G H O P E N I N G 20 ' - 3 1 / 4 " TO T A L R I S E 2" 1'-4"1'-4" 1 HR ELEV. DOOR 1 HR ELEV. DOOR 1 HR ELEV. DOOR W8x13 HOIST BEAM BRACKET 1 HR ROOF/ CEILING RE: ASSEMBLIES JACK TRUSSES ROOF CRICKET 2 1/2" MTL. STUD DROPPED CEILING FURRED WALL ELEVATOR PIT ELEVATOR SHAFT MAIN ELEVATOR LOBBY LOWER ELEVATOR LOBBY POOL HOUSE NEW UNIT 1-HR ELEV. SHAFT WALL SOLID BLOCKING DOOR BEYOND UPPER ELEVATOR LOBBY L0 1 3 7' 3' 8'-1/4" UP 15 ' - 8 3 / 4 " 3'-7 1/4" 9 3/4" 3'-7 1/4" 2' - 1 1 3 / 4 " 2 ' - 9 1 / 4 " 1 0 ' - 1 1 1 / 2 " 8/A2.5 FLAT 2x FURRED WALL OVER CONC. FLAT 2x FURRED WALL 18 R I S E R S @ 6 4 3 / 6 4 " LANDING 10 2 7' 3' 11 1 7' 3' 3'-7 1/4" 9 3/4" 3'-7 1/4" 2' - 4 1 / 4 " 13 ' - 8 3 / 4 " 9'-3/4" 4' - 8 3 / 4 " 7 ' - 4 " 3 ' - 6 3 / 4 " HANDRAIL EA. SIDE, EXTEND MIN. 1' FROM END OF LANDING/ LAST TREAD, TYP. UP 8/A2.5 FLAT 2x FURRED WALL 18 R I S E R S @ 6 2 7 / 3 2 " LANDING LANDING D1 3' 3' - 5 " 20 8 7' 3' 3'-8 3/4" 9 3/4" 3'-7 1/4" 4' - 8 3 / 4 " 7 ' - 4 " 3 ' - 9 1 / 2 " 1' - 1 0 1 / 2 " 3 ' - 5 1 / 4 " 1 0 ' - 6 1 / 2 " 8'-1 3/4" LANDING DN 8/A2.5 W8 LOW WALL @ 42" 18 R I S E R S @ 6 2 7 / 3 2 " 36 " HA N D R A I L 36 " HA N D R A I L 3' - 6 " 18 R I S E R S @ 6 4 3 / 6 4 " & 1 1 " T R E A D S 1 8 R I S E R S @ 6 2 7 / 3 2 " & 1 1 " T R E AD S 1 HR CEILING RATING PAINTED WOOD CAP 1 HR CEILING RATING GRAB BAR 36" ABV. NOSING EA. SIDE, TYP. EXTEND WALL TO UNDERSIDE OF ROOF SHEATHING 1 HR ROOF/ CEILING IN STAIR WELL LOWER LEVEL MAIN LEVEL UPPER LEVEL T.O. Wall EL: 100'-0" T.O. Wall EL: 90'-0" T.O. Wall EL: 110'-3 1/4" 1 1/2" DIA. STEEL PIPE RAILING, TYP. GUEST UNIT HALLWAY EMPLY. ROOM HALLWAY 12 3 12 3 8' - 1 1 1 / 2 " 36 " HA N D R A I L 18 R I S E R S @ 6 2 7 / 3 2 " & 1 1 " T R E A D S 1' 1' PRE-FAB WOOD STAIR (CARPETED) 1 1/2" DIA. STEEL PIPE HANDRAIL @ 36" ABV. NOSING FRAMED WALL w/ 5/8" TYPE 'X' GYP. 2 LAYERS OF 5/8" TYPE 'X' GYP. STAIRS POOL HOUSE POOL EQUIPMENT. LANDING POOL STRG. 11" 6 3 / 4 " UP 11 6 6'-8" 3' 11 3 7' 3' 115 7'3' 16 ' - 6 " 3 ' - 9 " 1 ' - 1 1 3 / 4 " 3'-9 1/4" 3'-9 1/4" 7' - 3 1 / 2 " 5' - 1 1 / 4 " 2 ' - 2 1 / 4 " 4' - 8 1 / 4 " 1 9 ' - 2 1 / 4 " 18 R I S E R S @ 6 2 7 / 3 2 " POOL STRG. BELOW STAIRS LANDING 9/A2.5 DN 206 7'3' 1'-10 3/4" 1'-10 3/4" 4' - 1 1 / 4 " 9 ' - 4 " 18 R I S E R S @ 6 2 7 / 3 2 " 9/A2.5 1 1 1/4" = 1'-0" Lower Floor 2 1/4" = 1'-0" Main Floor 3 1/4" = 1'-0" Second Floor 4 1/4" = 1'-0" Elevator Section5 1/4" = 1'-0" Lower Floor 6 1/4" = 1'-0" Main Floor 7 1/4" = 1'-0" Second Floor 8 1/4" = 1'-0" Stair Section 9 1/4" = 1'-0" Stair Section 2 10 1/4" = 1'-0" Main Floor 11 1/4" = 1'-0" Second Floor 1//44//" = 11'-0" 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A2.6 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ENLARGED PLANS Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 7'3' 50x68 3 1/2" 8" 3 1/2" 7'-8 1/2" 3 1/2" 5 1 / 2 " 7' - 8 1 / 4 " 7'-8 1/2" 4 3 / 4 " 10 1 / 4 " 6' - 1 " 40 x 7 0 114M 7'3' 114 7'3' 11 ' - 8 1 / 4 " 5 1 / 2 " 6 ' - 1 / 2 " 2'-6 1/2" 5'-2 1/2" 3 1/2" 5'-2 3/4" 2'-6 1/2" 3' - 8 " 2 ' - 4 3 / 4 " 4' - 9 15'-9 1/2" 4'-8" 2'-11 3/4" 5' 3' 4'-8" 5' 6/A4.1 11 8 9 10 3/A7.0 7 4 5 62/A7.0 MEN WOMEN CH A N G I N G ST A T I O N CH A N G I N G ST A T I O N ADAADA ZZ4'-6" 3' ZZ4'-6" 3' 10 5 7' 3' 104 7'3' 50x70 106 7'3' 109 7'3' 108 7'3' 10 7 7' 3' 3/A4.1 2' - 3 " 5'-5" 2' - 3 3 / 4 " 2 ' - 8 1 / 2 " 3 ' - 6 " 3 ' 3 ' - 8 1 / 4 " 5 ' - 6 3 / 4 " 6 ' - 5 1 / 2 " 9'-1 1/4" 6'-5 1/2" 1' - 1 1 1 / 2 " 2'-10 3/4" 9'-3" 3' - 9 " 4' 4 ' - 2 3 / 4 " 7'-1/2" 3'-1 1/4" 11 ' - 6 1 / 4 " 1' - 1 0 3 / 4 " 2' - 1 1 " 2 ' - 4 3 / 4 " 3' - 5 3 / 4 " 1' - 1 0 1 / 2 " 6' - 2 3 / 4 " 3' 3'-4 3/4" 3'-8 3/4" 10'-9 1/2" 4'-3/4" 5 1 / 2 " 1' - 6 3 / 4 " 7 1 / 2 " 9' - 3 / 4 " 7 ' - 1 1 / 2 " 8' - 5 " 3 ' - 1 1 / 4 " 3/4" 6'-10 1/4" 5'-1 1/2" 2'-2 1/4"2'-1 3/4" 5'-4 1/4" 1'-10 3/4" 2'-2 1/4" 6'-5 1/4" 2'-3/4" 5 1 / 2 " 4'-3/4" 8'-2 1/2" 4' - 6 " 2 ' - 4 3 / 4 " 4 ' - 3 1 / 2 " 4 ' - 7 1 / 2 " 13'-10 1/4" 6' - 2 " 3'-6" 3'-6 1/2" 6'-2 1/4" 2'-3 3/4" 5 3 / 4 " 2' - 1 0 " 3' R 6'-6 1/4" R 3'-11 1/4" 14 / A 7 . 0 15/A7.0 19 16 17 18 6/A7.0 FRONT DESK EF OFFICE RR LUGGAGE STRG. STORAGE BACK OFFICE 36" VANITY36"x36" SHOWER CLOSET L00 4 M 7' 3' L0 1 7 7'-6" 4'-6" 60x70 L00 4 7' 3' L01 8 6'-8" 3' 5 1 / 2 " 5' 3' - 3 1 / 2 " 7' - 2 1 / 2 " 1'-1/4" 8'-10" 7 1/4" 5'-8" OPENING 2'-6 3/4" 4'-5 1/4" 4'-11 1/4" 6'-3/4" 3'-8" 1' - 1 0 3 / 4 " 5' - 1 1 1 / 2 " 5 ' - 4 " 5 ' - 3 1 / 4 " 2 ' - 2 " ELEVATOR LOBBY ELEV. OTIS 4500 STORAGE CLG: 8'-0" LU G G A G E ST O R A G E 4'-2"2'-4"6'-6" 1'-1/4" 4/A2.6 4/A2.6 4'-0" x 3'-6" WORK SPACE EXIST. ELEC. PANEL 5' - 5 1 / 2 " 10 ' - 6 " 1'-6 1/4" 7'-11" 4'-6 1/2" ELEVATOR LOBBY ELEV. OTIS 4500 CLG: 8'-0" HA L L W A Y 4/A2.6 4/A2.6 W8 1'-3/4" 8'-10" 4'-1 1/2" 7 1/4" 5'-8" ROUGH OPG. 2'-6 3/4" 50 x70 6" I1 4'6' 21 2 7' 3' 2 60x70 201 7'2'-6"200 7'3' 4 7' 2 3' F F 5' - 5 1 / 4 " 10 ' - 6 " 2' - 1 1 / 4 " 1 3/4" 5'-8" ROUGH OPG. 2'-6 3/4" 6 3/4" 4'-2" 2'-1 1/4" 2'-1 1/4" 4'-9 3/4" 2' - 5 " 1 3 ' - 3 / 4 " 6'-7 1/2" 6'-6 3/4" D ELEVATOR LOBBY ELEV. OTIS 4500 317A CLG: 9'-0" 4/A2.6 4/A2.6 W8 5 1/4" 4'-3 1/4" 4'-1 1/4" 4'-9 3/4" 2'-11 1/4" 1'-10 1/2" 12 4 12 1 7' - 1 0 " RO U G H O P E N I N G 7' - 1 0 " RO U G H O P E N I N G 7' - 1 0 " RO U G H O P E N I N G 7' 7' 7' 10 ' 1 0 ' - 3 1 / 4 " 1 2 ' - 6 " TO T A L C L E A R H E I G H T 1 HR ELEV. DOOR 1 HR ELEV. DOOR 1 HR ELEV. DOOR 2 1/2" MTL. STUD DROPPED CEILING W8x13 HOIST BEAM 1 HR ROOF/ CEILING RE: ASSEMBLIES MAIN ELEVATOR LOBBY LOWER ELEVATOR LOBBY ELEVATOR PIT ELEVATOR SHAFT 4' 1'-4"1'-4"2" BRACKET MECH DOOR ON OPP. SIDE SOLID BLOCKING 1 HR. SHAFT WALL UPPER ELEVATOR LOBBY 1 1 1/4" = 1'-0" Employee RR2 1/4" = 1'-0" Main Floor Restrooms3 1/4" = 1'-0" Back Office 5 1/4" = 1'-0" Lower Floor6 1/4" = 1'-0" Main Floor 7 1/4" = 1'-0" Second Floor 4 1/4" = 1'-0" Elevator Section- 4500 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A3.0 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ELEVATIONSBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 12 4 12 4 12 4 Upper Level EL: 110'-3 1/4" Main Level EL: 100'-0" 12 4 12 4T.O. Wall EL: 119'-4 3/8" 12 4 T.O. Roof EL: 129'-6 1/4" 29 ' - 5 1 / 2 " ASPHALT SHINGLES, TYP. RAILINGS MIN. 42" A.F.F. ALL GAPS <4", TYP.STONE VENEER COLUMNS, TYP.STUCCO, TYP. EXISTING BUILDING GRAYED OUT, TYP. Lower Level EL: 90'-0" Avg. Grade EL: 94'-11" Avg. Roof Height EL: 124'-4 3/8" 12 4 12 4 12 6 Drive Clearance EL: 114'-0" T.O. Roof EL: 129'-6 1/2" Upper Level EL: 110'-3 1/4" Lower Level EL: 90'-0" Top Plate EL: 119'-4 3/8" Main Level EL: 100'-0" 12 4 12 4 12 4 12 4 12 4 T.O. Parapet EL: 131'-9 3/4" Mech. Well EL: 128'-0 3/4" 5 A8.1 4' - 2 " 7' LI G H T F I X T U R E 8'8' R 5' RAILINGS MIN. 42" A.F.F. ALL GAPS <4", TYP. MECH. PARAPET/"CHIMNEY" FIREPLACE VENT SKYLIGHT LINE OF CEILING BEYOND STONE VENEER w/ WATER TABLE LIGHT FIXTURE ON SOUTH SIDE OF COLUMN RE: ELEC. PTAC UNIT RTU BEHIND RE: MECH. CONDUCTOR HEAD & DOWNSPOUTLIGHT/ LOUVER WELL RE: DETAILS HOSE BIB DE-HUMIDIFIER RE: MECH MECH PARAPET CAP BEYOND ENTRY VEST. EXIST. BUILDING EXIST. BUILDING Mech. Well EL: 114'-5 1/2" 8' LI G H T F I X T U R E 2 1/8" = 1'-0" South Elevation 1 1/8" = 1'-0" North Elevation NOTE: All exterior lighting to comply with Estes Park "Dark Sky" requirements. 11/8//" = 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A3.1 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ELEVATIONSBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 12 4 Upper Level EL: 110'-0" Main Level EL: 100'-0" 12 4 Ridge EL: 120'-11 1/2" 12 4 Ridge EL: 124'-6 1/4" Ridge EL: 126'-9 3/4" T.O. Parapet EL: 131'-9 3/4" 12 4 12 4 14 ' 8' LI G H T F I X T U R E 8' LI G H T F I X T U R E MECH. PARAPET OUTLINE OF 'CUT' IN FRONT EXIST. BUILDING PORTE COCHERE NEW EXIST. NEW ADDITION BALC. Lower Level EL: 90'-0" 12 4 T.O. Wall EL: 119'-4 3/8" Upper Level EL: 110'-3 1/4" Lower Level EL: 90'-0" Main Level EL: 100'-0" T.O. Parapet EL: 131'-9 3/4" 12 412 4 12 4 12 4 SKYLIGHT PTAC UNIT NEW ROOF OVER EXISTING UNITS BELOW EXISTING DRIVEWAY NEW ADDITION PORTE COCHERE BEYOND NEW EXIST. 1 1/8" = 1'-0" East Elevation 2 1/8" = 1'-0" West Elevation 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A4.0 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS SECTIONSBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 12 4 Main Floor EL: 100'-0" Upper Floor EL: 110'-3 1/4" 12 4 T.O. Wall EL: 119'-4 3/8" Main Floor EL: 100'-0" Lower Floor EL: 89'-10 1/4" Ridge EL: 118'-0 1/4" Ridge EL: 126'-9 3/4"Ridge EL: 124'-9 1/2" 12 1 12 3 12 2 12 3/8 5 A8.0 1 A8.1 1 A8.0 5' NEW 1/2 HR FLR & CLG. RE: ASSEMBLIES 2 1/2" MTL. STUD DROPPED CLG. NOTE: PTD. GYP. CEILING (NOT RATED) SHOTCRETE POOL, DESIGN BY OTHERS NEW POOL HOUSE NEW UNIT BALC. HALL POOL HOT TUB HALL HALL EXIST. UNIT EXIST. UNIT SIM. T.O. Exist. Wall EL: 107'-10" Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 119'-4 3/8" 12 4 T.O. Exist. Wall EL: 107'-10" 12 18 A8.0 4 A8.0 2 A8.01 A8.0 3' - 6 " FI N I S H INFILL WINDOW NEW BEAMS RE: STRUCT. CANTILEVERED TRUSS SECTION RE: STRUCT. 1 HR CEILING RAISED BOTTOM CHORD SECTION FOR DUCTWORK RE: MECH SITTING AREA SLEEPING AREA BATH NEW UNIT LOBBYFRONT DESKTECH. MECH. PARAPET STAFF LAUNDRYHALL EXIST. UNIT EXIST. UNIT HALL HALLBALC.BALC. CL. BATH SUNDRY Main Floor EL: 100'-0" Lower Floor EL: 90'-0" Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 119'-4 3/8" Main Floor EL: 100'-0" Lower Floor EL: 90'-0" 12 4 12 2 Main Floor EL: 100'-0" Ridge EL: 123'-6 1/4" 12 3 12 4 3 A8.1 6 A8.0 2 A8.1 3 A8.0 11 A8.0 4' - 1 1 / 4 " 8' - 7 " EXIST. UNIT CRAWL BACK OFFICE SUNDRYS LOBBY MEN'S RR WOMEN'S RR NEW POOL HOUSE HALLWAY POOL HALL STAFF ROOM STORAGE STAFF LAUNDRY STORAGEHALL VENDING NEW UNIT NEW UNIT NEW UNIT NEW UNIT NEW UNIT HALL EXIST. UNIT EXIST. UNIT EXIST. UNITTECH. ROOF TOP MECH.HOUSE KEEPING/ STORAGE EMPLY. RR VEND. NEW UNIT NEW UNITHALL OPP. Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 119'-4 3/8" PLANTER SKYLIGHTS RE: ROOF NEW ROOF OVER EXIST. ROOF CRICKET SOFFIT FOR DEHUMID. DUCT, RE: MECH 12 4 T.O. Wall EL: 131'-6 3/4" Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 119'-4 3/8" Main Floor EL: 100'-0" Lower Floor EL: 90'-0" Ridge EL: 125'-3 1/2" 12 4 T.O. Exist. Wall EL: 107'-10" 7 A8.1 MECHANICAL PARAPET NEW ROOF VAULTED CEILINGS RE: RCP FLAT CEILINGS RE: RCP EXIST. UNIT NEW UNIT NEW UNIT NEW UNIT NEW UNIT NEW UNIT NEW UNIT NEW UNIT NEW UNIT NEW UNIT NEW UNIT NEW UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT NEW UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. STORAGE STORAGE BIKE STORAGEHALL NEW UNIT 1 1/8" = 1'-0" Pool House/ Unit Section2 1/8" = 1'-0" Lobby/ Unit Section 3 1/8" = 1'-0" Longitudinal Section 1 4 1/8" = 1'-0" Longitudinal Section 2 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A4.1 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS SECTIONSBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 119'-4 3/8" Main Floor EL: 100'-0" Main Floor EL: 90'-0" T.O. Parapet EL: 131'-9 3/4" 12 4 121 12 2 Mech Well EL: 128'-0 3/4" 9 A8.14 A8.0 1 A8.0 10 A8.0DROPPED ACOUSTIC CEILING NEW UNIT BACK OFFICE LOUNGE STORAGE NEW UNIT RO O F H A T C H HALLWAY STORAGE HALLWAY EXIST. WALL HGT. NEW WALL HGT. BATHSITTING ROOM COFFEE CLOSET EXIST. UNIT EXIST. UNIT FP HALLWAY Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 119'-4 3/8" M E Lower Floor EL: 90'-0" Ridge EL: 126'-9 3/4" T.O EL: 110'- 12 4 12 4 12 3 12 1 12 2 11 A8.0 SKYLIGHT NEW BEAM RE: STRUCT DEHUMID. UNIT RE: MECH 20" DIA. DUCT RE: MECH. NEW UNIT EXIST. UNIT EXIST. UNIT HALL CORR. POOL HOUSE POOL EQUIP. ROOF POOL EQUIP. BATHBALC.HALL POOL T.O. Exist. Wall EL: 107'-10"DUCT SOFFIT Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 119'-4 3/8" Main Floor EL: 100'-0" Lower Floor EL: 90'-0" 2 A8.0 STAFF LAUNDRY LOBBY NEW UNIT BALC. DIAMOND PLATE COVER MECH VENT RE: MECH CORRUGATED GALVANIZED STL. LIGHT/ WINDOW WELL Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 119'-4 3/8" Main Floor EL: 100'-0" Main Floor EL: 90'-0" 12 4 12 4 2 A8.0 NEW SHED ROOF OVER EXIST. NEW UNIT EXIST. WALL HGT. NEW WALL HGT. EXIST. UNIT BALC. EXIST. UNIT 12 4 12 4 12 4 Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 119'-4 3/8" Main Floor EL: 100'-0" Lower Floor EL: 90'-0" Ridge EL: 125'-3 1/8" 12 1 12 1 12 3 ROOF CRICKET NEW UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT NEW BATH NEW BATH EXIST. CRAWL NEW ROOF NEW ROOF Upper Floor EL: 110'-3 1/4" T.O. Wall EL: 114'-0" Main Floor EL: 100'-0" ENTRY VESTIBULE 12 4 12 4 T.O. Beam EL: 114'-0" Main Floor EL: 100'-0" 9 A8.0 5' - 5 " 5' - 5 " PARAPET ENTRY ROOF STUCCO WRAPPED BEAMS RE: STRUCT. STONE WRAPPED COLUM SKYLIGHT PORTE COCHERE VESTIBULE STORAGE 1 1/8" = 1'-0" Unit Cross Section2 1/8" = 1'-0" Mech. Section 3 1/8" = 1'-0" Light Well Section4 1/8" = 1'-0" South Balcony- Conditioned5 1/8" = 1'-0" Rm 302 Section 7 1/8" = 1'-0" Carport Section 6 1/8" = 1'-0" Carport Section 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A5.0 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS DOORSBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 DOOR SCHEDULE ID 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 114M 115 116 117 118 119 200 200 200M 201 201M 202 202M 203 203M 204 204M 205 206 207 208 209 210 211 212 L001 L001M L002 L002M L003 L004 L004M L005 L005M L006 L006M L007 L009 L010 L011 L012 L013 Qty. Ea. Bldg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1 1 10 1 9 11 9 6 5 4 4 7 7 1 1 1 1 1 1 1 1 8 9 2 5 1 1 3 2 1 1 1 1 1 1 1 1 1 Leaf Dimensions 8'×7' 8'×7' 3'×7' 6'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 6'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×6'-8" 3'×7' 4'×7' 4'×7' 3'×7' 3'×7' 3'×7' 2'-6"×7' 2'-6"×7' 3'×7' 3'×7' 2'-8"×7' 2'-8"×7' 3'×7' 3'×7' 4'×7' 3'×7' 3'×3' 3'×7' 3'×7' 3'×7' 4'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 3'×7' 4'-6"×7'-6" 4'-6"×7'-6" 6'×7'-6" 3'×6'-8" 3'×7' 3'×7' 3'×7' 3'×7' Frame Thickness 4 1/2" 4 1/2" 7 3/4" 7 3/4" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 7 3/4" 7 3/4" 5 3/4" 7 3/4" 7 3/4" 7 3/4" 5 3/4" 7 3/4" 8 1/4" 5 3/4" 5 3/4" 8 1/4" 8 1/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 4 3/4" 7 3/4" 7 3/4" 5 3/4" 7 3/4" 7 3/4" 7 3/4" 4 3/4" 5 3/4" 5 3/4" 10" 5 3/4" 5 3/4" 4 3/4" 4 3/4" 4 3/4" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 5 3/4" 7 3/4" 7 3/4" 5 3/4" 5 3/4" 5 3/4" Leaf Thickness 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" Frame Material ALUM. ALUM. HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM KD MTL. KD MTL. KD MTL. KD MTL. KD MTL. KD MTL. HM HM HM HM HM HM HM HM HM WD HM HM KD MTL. KD MTL. KD MTL. HM HM HM HM HM HM HM HM HM HM HM HM Leaf Material ALUM. ALUM. HM HM HM SC WD SC WD SC WD SC WD SC WD SC WD HM HM HM HM HM HM HM SC WD - - HM SC WD SC WD SC WD SC WD SC WD SC WD SC WD SC WD HM HM HM HM HM HM HM HM HM SC SC WD SC WD SC WD SC WD SC WD HM HM HM HM HM HM HM HM HM SC WD HM HM Hardware BY MFR. BY MFR. HW-1 HW-1A HW-2A HW-2A HW-2B HW-2D HW-2C HW-2A HW-2B HW-3 HW-7 HW-3 HW-8 HW-8 HW-2A HW-2C HW-4 - - HW-3 HW-4 HW-4 HW-6B HW-6B HW-6A HW-6A HW-6A HW-6A HW-5 HW-5 HW-2C HW-3 HW-2C HW-3 HW-2C HW-2C HW-3 HW-11 HW-4 HW-4 HW-6A HW-6A HW-6A HW-2C HW-2C HW-3 HW-2C HW-9 HW-9 HW-9 HW-2C HW-2A HW-2D HW-2A HW-3 Style D E C B F A A A A A A G B G I I C I A - - I A A H H A A A A I I I I J I I I I A A A A A A I I G I L L L I G A I I Location ENTRY/ VESTIBULE VESTIBULE EXIT ENTRY SUNDRY BACK OFFICE BACK OFFICE (CLOSET) EMPLOYEE RESTROOM BAG STORAGE BACK OFFICE HALLWAY STAIRS POOL HOUSE STAIRS MEN'S RESTROOM WOMEN'S RESTROOM POOL HOUSE POOL (STORAGE) GUEST ENTRY POOL/ RESTROOM ELEVATOR LOBBY GUEST ENTRY GUEST ENTRY GUEST CLOSET GUEST CLOSET GUEST BATH GUETS BATH GUEST BATH GUEST BATH GUEST BALCONY GUEST BALCONY STORAGE/ H.K. STAIRS ROOF TOP MECH. STAIRS STORAGE ROOF ACCESS ELEVATOR LOBBY UNIT CONNECTING GUEST ENTRY GUEST ENTRY GUEST BATH GUEST BATH GUEST BEDROOM STORAGE STORAGE HALLWAY SERVICE DOOR POOL EQUIPMENT STORAGE STAFF LAUNDRY ELEVATOR MECH. GUEST LAUNDRY EMPLOYEE RESTROOM STAFF ROOM STAIR Fire Rating 20 MIN. 20 MIN. 20 MIN. 60 MIN. 20 MIN. 20 MIN. 20 MIN. 45 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 60 MIN. 20 MIN. 20 MIN. 20 MIN. 45 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 20 MIN. 60 MIN. 20 MIN. 20 MIN. 20 MIN. 60 MIN. Notes PAIR- (2) 3'-0" PAIR- (2) 3'-0" FRAME ONLY FIELD VERIFY @ EXISTING CONDITIONS PAIR- 3'-0" & 1'-6" PAIR- 3'-0" & 1'-6" PAIR- (2) 3'-0" TYPE A TYPE D TYPE ETYPE B TYPE C (SC WOOD) FULL LITE HALF LITE TYPE F TYPE G TYPE H TYPE I TYPE J TYPE L FULL LITE VISION LITE 2-PANEL (RAISED) TYPE M HOLLOW METAL METAL K/D CASING, TYP RIGID INSUL. INTERIOR DOOR HEAD METAL K/D FRAME ACCESSIBLE THRESHOLD EXTERIORINTERIOR INTERIOR WOOD DOOR JAMB INTERIOR DOOR JAMB METAL K/D FRAME INTERIOR WOOD DOOR HEAD METAL DOOR HEAD @ SIDING METAL DOOR JAMB @ SIDING HEADER, RE: STRUCTURAL METAL K/D DOOR HEAD METAL K/D DOOR JAMB METAL K/D CASING, BOTH SIDES 1/2" 5/8" GYP BOARD EXTERIOR DOOR ACCESSIBLE THRESHOLD DOOR SWEEP FINISH FLOOR WOOD DOOR JAMB CASING 2x STUD WALL CASING, HALL SIDE OF RETAIL UNITS ONLY 2x STUD WALL HEADER, RE: STRUCTURAL CASING, BOTH SIDES 2x STUD WALL HEADER, RE: STRUCTURAL WOOD DOOR HEAD 5/8" GYP BOARD 2x WALL STUDS METAL DRIP EDGE EIFS STUCCO SYSTEM 1/2" PLY. SHEATHING HEADER, RE: STRUCTURAL2x6 STUD WALL 5/8" GYP BOARD SEALANT 1/2" PLY. SHEATHING 5/8" GYP BOARD ON VAPOR BARRIER 2x6 WALL STUDS METAL DOOR JAMB SEALANT METAL DOOR JAMB STUCCO BAND TRIM EIFS STUCCO SYSTEM NOTE: PROV. HALF SADDLE THRESHOLD WHERE INTERIOR FINISH SURFACE IS TILE L014 L015 L016 L017 L018 1 1 1 1 1 2'×7' 4'-6"×7'-6" 4'×7' 4'-6"×7'-6" 3'×6'-8" 5 3/4" 7 3/4" 3/4" 5 3/4" 7 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" HM HM HM HM HM HM HM HM HM HM HW-2B HW-10 HW-3 HW-9 HW-2C I L I L I DRYER ROOM BIKE STORAGE SERVICE ELEVATOR LOBBY LUGGAGE STORAGE ELEVATOR MECH. 20 MIN. 60 MIN. ACCESS PAIR- 3'-0" & 1'-6" DOOR SCHEDULE ID Qty. Ea. Bldg. Leaf Dimensions Frame Thickness Leaf Thickness Frame Material Leaf Material Hardware Style Location Fire Rating Notes 1 1 1 1 1 1/4" = 1'-0" Door Elevations 2 1 1/2"= 1'-0" Door Details NOTES: ALL INTERIOR DOOR HARDWARE: SATIN NICKEL * SILENCERS TO ALL HOLLOW METAL FRAMES M= MIRRORED SOLID CORE HOLLOW CORE HOLLOW METAL WOOD MOLDED SKIN KNOCK DOWN HOLLOW METAL (WELDED FRAME) KEY S.C. H.C. H.M. WD MS KD MTL HARDWARE SCHEDULE ID QUANTITY ITEM HW-1 - EXTERIOR ENTRY DOOR 1.5 PR BUTT HINGES 1 EXTERIOR PULL 1 PANIC BAR 1 ELEC. STRIKE w/ ELECTRONIC CARD READER 1 CLOSER 1 WEATHERSTRIP 1 INTEGRAL DOOR SWEEP 1 CONTINUOUS METAL SILL 1 WALL BUMPER 1A - ADD HINGES, CLOSER PANIC FOR 2ND LEAF HW-2 - LEVER SET 1.5 PR BUTT HINGES 1 LOCKSET 2A - CLASSROOM 2B - PASSAGE 2C - STOREROOM 2D - PRIVACY 1 WALL BUMPER * PROVIDE 1PR SPRING HINGES & SMOKESEAL AT HALLWAY (20 MIN) DOORS HW-3 - STAIR DOOR 1.5 PR BUTT HINGES 1 PANIC BAR 1 CLOSER 1 SMOKESEAL 1 WALL BUMPER HW-4 - UNIT ENTRY DOOR 1.5 PR SPRING HINGES 1 ELECTRONIC DEADBOLT 1 ELEC. ENTRY LOCKSET w/ CARD READER 1 BAR STYLE DOOR GUARD 1 DOOR VIEWER 1 SMOKESEAL 1 WALL BUMPER HW-5 - UNIT BALCONY DOOR 1.5 PR BUTT HINGES 1 LEVERSET - EXIT 1 ADA COMPLIANT THRESHOLD 1 INTEGRAL DOOR SWEEP WEATHER STRIP HW-6 - INTERIOR DOOR 1.5 PR BUTT HINGES 1 WALL BUMPER 1 LEVER SET 6A - PRIVACY 6B - PASSAGE HW-7 - PAIR DOORS (POOL) 3 PR BUTT HINGES 2 PUSH/ PULLS (OUTSIDE LEAF) 1 RIM CYLINDER 1 SMOKESEAL 2 CLOSERS HW-8 - RESTROOM DOORS (PUBLIC) 1.5 PR BUTT HINGES 1 PUSH/ PULL 1 CLOSER 1 WALL BUMPER 1 KICKPLATE HW-9 - INTERIOR DOUBLE DOORS 3 PR BUTT HINGES 1 LEVER LOCKSET STOREROOM 1 SET AUTO FLUSH BOLTS 1 COORDIATOR 2 CLOSERS 1 SMOKESEAL HW-10 - SERVICE DOOR 3 PR BUTT HINGES 1 LEVER LOCKSET (STOREROOM) 1 SET FLUSH BOLTS 1 WEATHERSTRIP 1 METAL SILL/ THRESHOLD HW-11 - UNIT CONNECTING DOOR 1 PR SPRING HINGES 0.5 PR BUTT HINGES 1 SINGLE-CYLINDER DEADBOLT 1 LEVERSET 1 SMOKESEAL 1 WALL BUMPER CONT. 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A5.1 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS WINDOWSBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 Window Schedule ID A B C D D1 D2 E E1 F F1 G G1 H I I I1 I1 J K YY ZZ Width 5' 6' 8' 3'-5" 3'-5" 3'-5" 5' 5' 6' 6' 7' 3'-5" 2' 6' 6' 6' 6' 3' 3' 3' 3' Height 6' 6' 7' 3' 3' 3' 4' 4' 4' 4' 2' 3' 2'-6" 4' 4' 4' 4' 4' 4' 4'-6" 4'-6" Quantity 1 7 3 1 1 1 1 1 3 2 1 2 2 1 12 1 1 2 1 2 2 Head Height 7'-6" 7'-6" 8' 8' 8' 9' 7' 7'-6" 7' 7' 10'-1 3/4" 8' 7'-6" 7' 7' 7' 7' 7'-6" 7' 7'-6" 7'-6" MULLED UNITS (2) 2'-6" x 1'-6" / (2) 2'-6" x 4'-6" (2) 3'-0" x 1'-6" / (2) 3'-0" x 4'-6" (2) 4'-0" x 1'-6" / (2) 1'-4" x 3'-11" MULL TO G1 MULL TO G 1'-6" x 4'-0"/ 3'-0" x 4'-0"/ 1'-6" x 4'-0" 1'-6" x 4'-0"/ 3'-0" x 4'-0"/ 1'-6" x 4'-0" TEMPERED YES YES YES YES YES YES YES YES LOCATION HALLWAY LOUNGE/ LOBBY POOL HOUSE STAIRS GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM HALLWAY HALLWAY GUEST BATH GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM LAUNDRY VESTIBULE SUNDRY FINISH BRONZE EXT/WHITE INT BRONZE EXT/WHITE INT BRONZE EXT/WHITE INT BRONZE EXT/WHITE INT BRONZE EXT/WHITE INT ALMOND BRONZE EXT/WHITE INT BRONZE EXT/WHITE INT ALMOND BRONZE EXT/WHITE INT BRONZE EXT/WHITE INT ALMOND ALMOND ALMOND BRONZE EXT/WHITE INT NOTES FIXED - FIXED / FIXED - FIXED FIXED - FIXED / FIXED - FIXED FIXED - FIXED / FIXED - FIXED FIXED SLIDER SLIDER - ALMOND SLIDER SLIDER FIXED FIXED - FIXED FIXED SLIDER SLIDER (1/4 - SEE ELEVATION) FIXED FIXED FIXED - FIXED (SINGLE PANE, FIELD GLAZED) / HOLLOW METAL FRAME FIXED - FIXED (SINGLE PANED, FIELD GLAZED) / WOOD FRAME 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 : S C H E D U L E RE: SCHEDULE RE : S C H E D U L E RE: SCHEDULE FIXED D, G SLIDER E, F FIXED/ FIXED - FIXED G + G1 FIXED - FIXED/ FIXED - FIXED A, B FIXED - FIXED/ FIXED - FIXED C 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 . RE: SCHED.RE: SCHEDULE RE : S C H E D U L E SLIDER I FIXED J, K SKYLIGHT, TYP. VELUX FS - CO1 SUN TUNNEL VELUX 22" DIA. SLIDER I1 EGRESS SEALANT STUCCO TRIM BAND STUCCO BAND RIGID INSUL. WEEP SCREED WINDOW SILL @ SIDING WINDOW HEAD STUCCO BAND TRIM WINDOW JAMB @ SIDING GRANITE SILL w/ PAINTED WOOD QUARTER ROUND 2x6 STUD WALL 1/2" PLY. SHEATHING EIFS STUCCO SYSTEM INSUL. RIGID INSUL. NAILING FIN WINDOW WINDOW LIGHT 5/8" GYP BOARD ON VAPOR BARRIER NAILING FIN 1/2" PLY. SHEATHING SEALANT WINDOW LIGHT 2x6 STUD WALL INSUL. 2X6 STUD WALL 1/2" PLY. SHEATHING SEALANT WINDOW LIGHT WINDOW w/ NAILING FIN WINDOW STUCCO TRIM EIFS STUCCO EIFS STUCCO HEADER, RE: STRUCTURAL METAL DRIP EDGE GYP. WRAP GYP. WRAP STEP 2 SELF-ADHERED SILL FLASHING STEP 3 CORNER FLASHING PATCHES AT SILL STEP 4 INSTALL DOOR/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 1 2 1/4" = 1'-0" Window Elevations 3 1 1/2"= 1'-0" Doors / Windows Details 1 Opening Flashing NOTES: BASED ON JELD WEN PREMIUM VINYL DOUBLE GLAZED LOW E GLASS 10'-0" - - NTS DELETED DELETED 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A6.0 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS RCP LOWER & UPPER FLOOR Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 1 SOFFIT @ 7'-8" PATCH EXIST. CEILING AS REQ'D AFTER INSTALL OF STEEL BEAM 7'-8" 7'-8" 8'-0" 8'-0" 8'-9" ELEV. SHAFT 8'-0" 8'-0" 8'-9" 8'-0" 8'-0" GYP. LID 7'-6" 8'-0" SLAB ON GRADE ABOVE 8'-9" ACT GRID ACT GRID 8'-0" 8'-0"8'-0"8'-0" 8'-0" 8'-0" 8'-0"8'-0" 8'-0" EF 24 " D I A . DR Y E R E X H A U S T 8'-0" 7'-8"7'-8" 6'-3" 8'-0" 8'-9" 8'-9" 8'-0" 8'-0" ELEV. SHAFT 8'-9" 8'-9" 8'-0" 1 2'x2' SKYLIGHT,TYP. RE: SCHEDULE CEILING FAN,TYP. EXHAUST FAN,TYP. STUCCO SOFFITS, TYP. GYP LID VAULTED GYP CLG: 9'-0" SLOPE: 5/12 SLOPE: 5/12 CLG: 9'-0" CLG: 9'-0"SL O P E : 3 / 1 2 SL O P E : 3 / 1 2 CLG: 8'-0" CLG: 9'-0" CLG: 9'-0" CLG: 9'-0" 8'-0" 7'-2" CLG: 9'-0" SL O P E : 1 / 1 2 ELEV. SHAFT 9'-0"9'-0"9'-0"9'-0" NOTES: ALL NOTES TYPICAL FOR EA. UNIT UNLESS OTHERWISE NOTED 8'-0" SL O P E : 1 / 1 2 GYP CLG: 9'-0" GYP CLG: 9'-0" GYP CLG: 9'-0" GYP CLG: 9'-0" SL O P E : 1 / 1 2 SL O P E : 1 / 1 2 SL O P E : 1 / 1 2 SL O P E : 1 / 1 2 SL O P E : 1 / 1 2 SL O P E : 1 / 1 2 SL O P E : 1 / 1 2 SL O P E : 1 / 1 2 SL O P E : 1 / 1 2 SL O P E : 1 / 1 2 NOTES: ALL NOTES TYPICAL FOR EA. UNIT UNLESS OTHERWISE NOTED GYP 9'-0" CLG: VAULTED GYP 7'-2" 8'-0" 7'-2" 8'-0" 7'-2" 7'-2" 7'-2" ELEV. SHAFT CLG: 9'-0" SL O P E : 1 / 1 2 1 3/32" = 1'-0" Lower Floor RCP 2 3/32" = 1'-0" Upper Floor RCP 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A6.1 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS RCP MAIN FLOOR Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 1 SKYLIGHTS SKYLIGHTS DROPPED GYP. CEILING FLOOR OPENING CROWN MOULDING STUCCO SOFFIT, TYP. @ EXTERIOR SOFFIT @ 7'-0" SOFFIT @ 7'-6" CROWN MOULDING ACT GRID ACT GRID ACT GRID GYP CLG. VAULTED GYP SL O P E : 3/12 SL O P E : 3/12 8'-6" 9'-0" 7'-6" 8'-0"8'-0" 9'-0" GYP CLG. 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" GYP LID GYP LID 8'-0"8'-0" 9'-0" 14'-0" 8'-0"8'-0" 9'-0" 8'-0" ELEV. SHAFT 8'-0" EF 8'-0" SOFFIT AT 8'-6" 8'-6" 8'-0" ELEV. SHAFT 9'-0" 1 1/8" = 1'-0" Main Floor RCP 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A7.0 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS INTERIOR ELEVATIONS Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 5' TI L E WA I N S C O T 4' 30" x 36" MIRROR PROV. PROTECTION 2 ℄ ℄ T. DISP. OAP DISP. 7 ℄ PIPE PROTECTION MIRROR(S) MIN. 30" WIDE CENTER ON FAUCET 6' TI L E W A I N S C O T MIN. LEG CLEARANCE 6 PIPE PROTECTION PTD. GYP. BOARD ON WALLS SOAP DISP. P.T. DISP. 9" 6' 6' TI L E W A I N S C O T 6' - 9 " TOILET PARTITIONS (PER PLAN) GRAB BARS, PROV. SOLID BLOCKING IN WALL, TYP. 5 ℄℄ 6' WA I N S C O T ALLOWABLE AREA OF DISPENSER GRAB BARS, PROV. SOLID BLOCKING IN WALLS, TYP. TILE OR FRP WAINSCOT ADA FOLD DOWN CHANGING TABLE 4 9" MI N . 6' 6' TOILET PARTITIONS (PER PLAN) 11 ℄ 30" MIN. GRAB BARS, PROV. SOLID BLOCKING IN WALL, TYP. 6' MIN. LEG CLEARANCE 10 PIPE PROTECTION WALL HUNG URINAL SOAP DISP.P.T. DISP. 9 ℄ PIPE PROTECTION MIRROR(S) MIN. 30" WIDE CENTER ON FAUCET 6' ADA FOLD DOWN CHANGING TABLE GRAB BARS, PROV. SOLID BLOCKING IN WALLS, TYP. 8 ALLOWABLE AREA OF DISPENSER 5' 5' PTD. GYP. BOARD ON WALLS 17 SOFFIT ABOVE VANITY 16 7' 5' 5' PTD. GYP. BOARD ON WALLS BASE SOFFIT ABOVE SHOWER CONTROLS 15 WC ℄ SHOWER ℄ GRAB BARS CURTAIN ROD 7' 1' - 5 " 14 ℄ PIPE PROTECTION MIRROR GRANITE COUNTER TOP FOLDING SEAT 3' 15'-6 1/2" GRANITE COUNTER TOP BASE 13 FRONT DESK AREA 3' 12'-2" COUNTER TOP DROPPED DOWN CEILING ABOVE FRONT DESK AREA, RE: RCP BASE 12 FRONT DESK AREA 1' 4x4 TIMBER MANTEL 20 GAS FIREPLACE 12 " MIN. 12" VERIFY w/ F.P. MFR's INSTALL INSTRUCTIONS SOFFIT 2" BUFF SANDSTONE HEARTH 19 4" GRANITE BACKSPLASH 2' - 7 1 / 2 " GRANITE COMPUTER DESK BASE 18 1' - 9 " 7' - 3 " 18'-7 1/4" 2'-7" 4' 1'-10" 1'-6" 3'-8 1/4" 2'-7 1/2" 2'-6 1/4" 1'-4" 2'-5 1/4" 3' 4'-9 3/4" 1'-6" 1'-8" 8'-1" 2'-2 1/2" 1'-10 3/4" 1'-10" 2'-3" 2'-9 3/4" 1'-6" 1'-9 1/2" 1'-6" 1' - 4 1 / 4 " 1' - 8 3 / 4 " 1' - 1 0 " 1 1 / 2 " STONE VENEER ON WALL OF FOUNTAINSTONE CANTILEVER WATER FEATURES STONE CAP RECIRC. PIPES 21 OPEN TO ELEVATOR LOBBY ENTRY WATER FOUNTAIN 3 A8 . 1 2' - 1 / 2 " 10 " 1' - 9 " 2' - 7 1/ 2 " 11 " 2' - 8 1/ 4 " 9" 1' - 3 1/ 2 " 6 3/ 4 " 1' - 1 / 2 " 4'-5" SUBMERGED RECIRCULATING PUMP STONE VENEER 1 3/8" = 1'-0" Staff Restroom2 3/8" = 1'-0" Womens RR 3 3/8" = 1'-0" Mens RR 5 3/8" = 1'-0" Office Bath 4 3/8" = 1'-0" Front Desk 7 3/8" = 1'-0" Fireplace 6 3/8" = 1'-0" Tech. 8 3/8" = 1'-0" Fountain Elevation 1-34-7 8-1112-13 14-1718-19 NOTE: RE: G1.0 FOR TYPICAL ADA/ ANSI DIMENSIONS 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A7.1 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS INTERIOR ELEVATIONS Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 SITTING AREA CROWN MOULDING BASE PTAC UNIT HYDRONIC BASEBOARD RE: MECH 4 BALCONY 12 1 PAINTED DRYWALL BASE CROWN MOULDING GYP. BOARD ABOVE MOULDING TO BE FINISHED SAME AS CEILING PTAC UNIT, RE: MECH. HYDRONIC BASEBOARD RE: MECH. 3 BATH ENTRY GUEST UNIT 2 ENTRY 12 1 34 " 2' 2' - 6 " PAINTED DRYWALL BASE CROWN MOULDING MICROWAVE UNDER COUNTER MINI-FRIDGE GYP. BOARD ABOVE MOULDING TO BE FINISHED SAME AS CEILING APRON 4" BACKSPLASH 1 CLOSETENTRY GUEST UNIT WC42 7' - 1 1/ 2 " 5 ADA SHOWER ROLL IN THRESHOLD MAX 1/2" VERT. PIPE PROTECTION MIRROR SOFFIT ABOVE VANITY & SHOWER GRAB BARS PROV. SOLID BLOCKING IN WALL, TYP. CURTAIN ROD 7' - 1 1/ 2 " 8' - 1 / 2 " GRAB BARS, PROV. SOLID BLOCKING IN WALL, TYP. 6 ℄ DROPPED CEILING SOFFIT OVER VANITY BATH EXHAUST RE: MECH. 7' - 1 1/ 2 " 8' - 1 / 2 " CERAMIC TILE SURROUND, TYP.7 ADA SHOWER ALLOWABLE AREA OF DISPENSER GRAB BARS, PROV. SOLID BLOCKING IN WALLS, TYP. 8 CURTAIN ROD ADA SHOWER 9 ENTRY SLEEPING AREA BASE CROWN MOULDING SLEEPING AREA OPEN TO HALL 14 SLEEPING AREA CLOSET PAINTED DRYWALL BASE 12 ENTRY 34 " 2' 2' - 6 " MICROWAVE UNDER COUNTER MINI-FRIDGE CLOSET WC42 PIPE BAR SINK BATH HYDRONIC BASEBOARD RE: MECH BASE PTAC 11 BALCONY 10 SITTING AREA 13 OPEN TO HALL SITTING AREACOFFEE 1 3/8" = 1'-0" ADA Unit 1 3/8" = 1'-0" ADA Unit 2 3/8" = 1'-0" ADA Bath3 3/8" = 1'-0" Guest Suite 3 3/8" = 1'-0" Guest Suite 3 3/8" = 1'-0" Guest Suite 3 3/8" = 1'-0" Guest Suite 3 3/8" = 1'-0" Guest Suite 3 3/8" = 1'-0" Guest Suite 1-4 1-45-89-14 3/88//" = 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A7.2 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS INTERIOR ELEVATIONS Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 1' - 4 " 7' - 1 1/ 2 " 1 TUB 3 PIPE PROTECTION MIRROR SOFFIT ABOVE VANITY & SHOWER 7' - 1 1/ 2 " 4 TUB SOFFIT ABOVE VANITY & SHOWER CERAMIC TILE 7' - 1 1/ 2 " 2 ℄ TUB CURTAIN ROD 8 ENTRY BASE PAINTED DRYWALL GUEST UNIT 7 PTAC UNIT MICROWAVE UNDER COUNTER MINI-FRIDGE APRON 6 CLOSET WC42 5 BATH 9 ADA SHOWER ROLL IN THRESHOLD MAX 1/2" VERT. PIPE PROTECTION MIRROR SOFFIT ABOVE VANITY & SHOWER GRAB BARS PROV. SOLID BLOCKING IN WALL, TYP. E TOP PRON CURTAIN ROD BASE SOFFIT ABOVE SHOWER GRAB BARS, PROV. SOLID BLOCKING IN WALL, TYP. CERAMIC TILE SURROUND, TYP.10 ℄ ADA SHOWER 1112 2' - 2 " 4' - 6 " 6' - 8 " EXIST. WINDOWS TO REMAIN greenscreen PLANTER WALL greenscreen PLANTER 13 ℄℄℄ 1 3/8" = 1'-0" General Bath 2 3/8" = 1'-0" ADA Unit-B 2 3/8" = 1'-0" ADA Unit-B 3 3/8" = 1'-0" ADA Bath 4 3/8" = 1'-0" Planter Elevation 1 1-45-8 5-89-12 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A7.3 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS INTERIOR ELEVATIONS Best Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 HVAC SOFFIT PAINTED HOLLOW MTL. FRAME, TYP. 12 3 MECH. SOFFIT STORAGE DOOR RE: PLAN CHASE FOR RETURN DUCT RE: MECH. GRILLE RE: MECH. (24x20) MECH. SOFFIT 8' - 6 1/ 2 " ME C H . SO F F I T TILE WAINSCOT: 6" TOP BAND, 48" HIGH TILE 12" x 24" PTD. GYP. BOARD RE: FINISH SCHED. MECH SOFFIT, RE: RCP OPEN TO HALLWAY 12 3 PTD. HOLLOW METAL FRAMES, TYP. MECH. SOFFIT 48 " 6" TILE WAINSCOT: 6" TOP BAND, 48" HIGH TILE 12" x 24" PTD. GYP. BOARD RE: FINISH SCHED. MECH. SOFFIT 1 2' - 6 " DROPPED CEILING greenscreen PLANTER WALL greenscreen PLANTER STAIRS BEYOND ENTRYHALLWAY 4 3/8" = 1'-0" Pool House 3 3/8" = 1'-0" Pool House 2 3/8" = 1'-0" Pool House 1 3/8" = 1'-0" Pool House 5 3/8" = 1'-0" Planter Elevation 2 33/8//" = 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A8.0 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS DETAILSBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 3' - 6 " <4 " P.T. 2x MOUNTING BLOCKS IN STONE WRAP 3" CONC. TOPPING MIN. 1/4" IN 12" SLOPE TO EDGE DENSGLASS SHEATHING w/ STUCCO FINISH SOFFIT 1x4 DOUBLE FASCIA 1x FASCIA 2x SUB-FASCIA 2x TAIL TRUSS TAIL EXTENSIONS/ OUTLOOKERS RE: STRUCT. DRIP EDGE STONE WRAP COLUMN BEYOND STEEL GUARDRAIL @ DECK TO MATCH EXIST., MOUNT w/ TOP RAIL @ 42" A.F.F., ALL GAPS < 4", TYP. GALVANIZED METAL DRIP EDGE 2x6 R.S. TRIM BAND CAPILLARY BREAK AT UNDERSIDE OF SLAB STO 3/8" ONE-COAT STUCCO SYSTEM w/ GALVANIZED MESH & STO-PLEX TEXTURED FINISH - MATCH EXISTING DENSGLASS SHEATHING w/ STUCCO FINISH SOFFIT BEAM, RE: STRUCT. 1x4 BATTENS @ 48" o.c. @ BUTT JOINTS, TYP. 'Z' FLASH OVER TOP EDGE OF LEDGER 3' - 6 " 6 1/ 4 " <4 " 3 1/ 2 " NON-RATED ROOF RE: RCP CEILING 2x JOISTS, RE: STRUCT. RIPPED MIN. 1/4" PER 12" P.T. 2x SLEEPERS @ 16" O.C. (STACKED OVER JOISTS) METAL COPING CAP EPDM ROOFING RATED FLOOR/CEILING STEEL BEAM RE: STRUCT. COMPOSITE DECKING EIFS PRE FINISHED METAL GUARDRAIL MIN. 42" A.F.F., ALL GAPS <4" MIN. 3" CLOSED CELL SPRAY FOAM TO UNDERSIDE SHEATHING BLOCKING BELOW WALL RIM JOIST BUILT-UP 2x4 CURB CRICKET MI N . 4 2 " STONE OR PRECAST CONC. CAP CEMENT BOARD STUCCO SYSTAM AT MECH WELL DRIP EDGE & WALL FLASHING DRIP EDGE & WALL FLASHING EPDM ROOFING ON RIGID INSULATION 2x6 WALL STONE VENEER AT CORNERS (STUCCO OTHERWISE) VELUX SUN TUNNEL 22" SKYLIGHT ASPHALT SHINGLES, TYP. VELUX FLASHING ALL JOINTS MUST BE SEALED w/ TAPE PROV. RIGID TUNNEL ASPHALT SHINGLES, TYP. FIXED SKYLIGHT RATED CEILING 1 HR FIRE RATED WALL MOUNTING BRACKET ATTACH TO ROOF DECK w/ NAILS PROV. VELUX EDL STEP FLASHING ASPHALT SHINGLE ROOFING INSULATION RATED CEILING 2 1/2" MTL. STUD DROPPED CEILING 5/8" TYPE 'X' GYP. ON WALLS ROOF SHEATHING RATED CEILING 2 1/2" MTL. STUD DROPPED CEILING w/ 5/8" GYP. 4" DIA. EXHAUST VENT RE: MECH INSULATION FIRESTOP CEMENT BOARD STUCCO SYSTEM AT MECH WELL DRIP EDGE & WALL FLASHING EPDM ROOFING ON RIGID INSULATION 2x6 WALL EIFS ROOF CRICKET ENGINEERED ROOF TRUSS BEAMS RE: STRUCT. BEAMS RE: STRUCT. FLASHING & DRIP EDGE METAL CAP COPING GYP. CEILING DENSGLASS SHEATHING w/ STUCCO FINISH SOFFIT CEMENT BOARD STUCCO SYSTEM AT MECH WELL METAL COPING CAP EPDM ROOFING ON RIGID INSULATION STONE VENEER AT CORNERS (STUCCO OTHERWISE) DRIP EDGE & WALL FLASHING STANLEY DOOR STUCCO FINISH MATCH EXISTING 1x4 DOUBLE FASCIA 1x FASCIA 2x SUB-FASCIA DRIP EDGE 2 1/2" MTL. STUD DROPPED CEILING w/ 5/8" GYP. BEAM RE: STRUCT. ASPHALT SHINGLES, TYP. GUTTER RE: ROOF PLAN 12 1 MTL. SEAMED ROOF, COLOR TO MATCH EXISTING DRIP EDGE STONE VENEER EFIS DRIP EDGE FLASHING OVER BLOCKING 2x6 WOOD STUD WALL 2x JOISTS, RE: STRUCT. RIPPED VELUX FIXED SKYLIGHT ASPHALT SHINGLES, TYP. VELUX FLASHING VELUX FLASHING ASPHALT SHINGLES INSULATION RATED CEILING 2 1/2" MTL. STUD DROPPED CEILING w/ 5/8" GYP. 5/8" TYPE 'X' GYP ON WALLS 3' - 6 " 1 HR FIRE RATED WALL 5/8" TYPE 'X' GYP. ON WALLS RATED CEILING 2 1/2" MTL. STUD DROPPED CEILINGEXISTING WALL 1x OAK CAP CLEAR FINISH RE: PLAN 1 3/4" = 1'-0" South Balcony Detail2 3/4" = 1'-0" North Balcony Detail3 3/4" = 1'-0" Parapet Wall 4 3/4" = 1'-0" Tubular Skylight 5 3/4" = 1'-0" Fixed Skylight 8 3/4" = 1'-0" Bath Exhaust Fan 11 3/4" = 1'-0" Pool Mech. Wall 9 3/4" = 1'-0" Entry Parapet 10 3/4" = 1'-0" Fireplace Roof 7 3/4" = 1'-0" Fixed Skylight 2 3 3/4" = 1'-0" Skylight Opening 12/11/2019 BAS1S.com Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 A8.1 Sheet No:303.848.3740 Sheet Title: Date: Architecture, P.C. Issue: © BASIS DETAILSBest Western Plus Pool House Reno. REVISION 1 A R C H I T E C T U R E P. C. 12/9/2019 5' AV G . DE P T H PRECAST COPING FLOOR TILE ON GROUT & DITRA CONC. SLAB SHOTCRETE & REBAR BY POOL CONTRACTOR 6"x6" TILE BAND @ WATERLINE PLASTER FINISH 1'-11 1/2" PLANTER 4' PLANTER & PANEL 4" 2' - 2 " 2" 4' - 4 " PA N E L 2' - 6 " PL A N T E R 7' 4' BR A C K E T 4" 1'-7 1/2" DRAIN PLUG FIBERGLASS PLANTER, TYP. 3" THICK greenscreen PANEL w/ STL. EDGE TRIM TOP & VERT. & EDGES PLANTER STRAPS w/ BACKING PLATE & STAINLESS STL. BOLTS, NUTS & WASHERS, TYP. FRONTBACK 1' - 9 " 2'-2" 9 1/2" 8" 10 1/2" 5 1/2" 5 1/2" 1'-3/4" WATER LINE 3" STONE CAP STONE VENEER 6x6 TILE ON INT. OF WALLS ON CEMENTITIOUS BACKER BOARD STONE VENEER SLOPED EDGE SUBMERSIBLE FOUNTAIN PUMP CIRCULATION PIPE WATERPROOF MEMBRANE PATIO DIVIDER RE: DETAILS 1/2" TREATED PLY HANDRAIL RE: ELEVATIONS SANDSTONE CAP STONE VENEER TREATED 2x TREATED 2x BOLLARD STONE VENEER 1/2" TREATED PLY SANDSTONE CAP COLUMN RE: STRUCT. 5' - 5 " CONC. PIER TO MIN. 30" BELOW GRADE RE: STRUCT. WIRE MESH POST & BASE, RE: STRUCT. 1/2" TREATED PLY TREATED 2x POST WRAP w/ 1.5º RIP STONE VENEER 2" SANDSTONE CAPS w/ 45º CORNERS TO B.O. DECK FRAMING TREATED 2x's DRIP EDGE SYNTHETIC STUCCO FINISH 12 1 DENSGLASS SHEATHING w/ STUCCO FINISH SOFFIT TREATED 2x POST WRAP w/ 1.5º RIP 1x4 DOUBLE FASCIA 1x FASCIA 2x SUB-FASCIA DRIP EDGE ASPHALT SHINGLES, TYP. ENGINEERED ROOF TRUSS 4" 5 3/ 4 " NEW EXIST. CROWN MOULDING T.O. Exist. Wall EL: 107'-10" T.O. New Wall EL: 109'-1 1/8" NEW CROWN MOULDUING TO MATCH EXIST. PTD. GYP. EXISTING TRIM TO BE REMOVED NEW PICTURE RAIL AT CROWN LOCATION 2' 3'6" DIA. CONC. FILLED STL. PIPE, INNER BOLLARD CONCRETE BASE 3' - 5 1/ 4 " CEMENT BOARD STUCCO SYSTAM AT MECH WELL2x4 WALL 2x JOISTS, RE: STRUCT. RIPPED MIN. 1/4" PER 12" P.T. 2x SLEEPERS @ 16" O.C. (STACKED OVER JOISTS) EPDM ROOFING COMPOSITE DECKING RIM JOIST CRICKET EIFSINSULATED ROOF HATCH, w/ INTEGRAL CURB, RE: SPEC ROOF HATCH MFR's TELESCOPING SAFETY RAIL EPDM ROOFING ROOF ACCESS HATCH 2' 2' - 6 " 2cm EDGE RETURN CONCEALED BRACKET TYP. OF 2 A+M HARDWARE OR EQUAL PLYWOOD SUB-BASE GRANITE COUNTER PTD. GYP. BOARD 4" 2" BUFF SANDSTONE HEARTH 4x4 TIMBER MANTEL STONE VENEER 42 " TYPICAL HALLWAY BASE WALL COVERING CHAIR RAIL PAINT 1 3/4" = 1'-0" Pool Coping2 3/4" = 1'-0" Interior Planter3 3/4" = 1'-0" Interior Water Feature4 3/4" = 1'-0" Stone Wrapped Column 6 3/4" = 1'-0" Wrapped Column- Porte Cochere 5 3/4" = 1'-0" Stone Wrapped Column- Porte Cochere 7 1 1/2"= 1'-0" Trim Deails 8 3/4" = 1'-0" Bollard Detail 10 3/4" = 1'-0" Balcony Stucco Rail 9 3/4" = 1'-0" Roof Ladder / Hatch 12 3/4" = 1'-0" Tech. Counter 11 3/4" = 1'-0" Fireplace Detail 12/11/2019 8 S-300 TL T H O M P S O N CC TT LL TT HH OO MM PP SS OO NN PR O J E C T L O C A T I O N : PR O J E C T L O C A T I O N : CL I E N T : CL I E N T : co n t a c t : co n t a c t : DATE:DATE: PROJECT #PROJECT # SCALE:SCALE: PER PLANPER PLAN DESIGN/CHK:DESIGN/CHK: DRAWN:DRAWN: RE V I S I O N / I S S U E RE V I S I O N / I S S U E DA T E DA T E NO . NO . 333112222233 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . RE S T R I C T I O N S . CO P Y R I G H T CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m ww w . c t l t . c o m SHEET NUMBER:SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O ST E V E L A N E ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBHTDM/SBH DESDES FC08673.000FC08673.000 10/07/201910/07/2019 BE S T W E S T E R N R E M O D E L BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E BA S 1 S A R C H I T E C T U R E 1515OFOF SHEETSSHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 12 . 1 2 . 1 9 PR O J E C T IN F O R M A T I O N DESIGN LOADING AND CODE JURISDICTION: BEST WESTERN REMODEL 1260 BIG THOMPSON AVENUE ESTES PARK, COLORADO SHEET NO.INDEX OF SHEETS S-000 PROJECT INFORMATION S-100 BASEMENT-FOUNDATION PLAN S-101 SLAB CONTROL JOINT PLAN S-111 MAIN FLOOR BRACED WALLS AND HOLD DOWN PLAN S-500 FOUNDATION DETAILS S-503 STRUCTURAL DETAILS S-120 SECOND FLOOR FRAMING PLAN LOWER ROOF/ UPPER FLOOR BRACED WALLS AND HOLD DOWN PLAN S-121 S-001 GENERAL NOTES S-501 STRUCTURAL DETAILS S-000 DETAIL NUMBER 8STRUCTURAL DISCIPLINE DETAIL SYMBOL SHEET TYPE DESIGNATOR 8 SHEET SEQUENCE NUMBER 0 FLOOR PLAN DESIGNATOR 00 S-131 ROOF SNOW LOADING PLAN S-002 SPECIAL INSPECTIONS S-110 MAIN FLOOR FRAMING PLAN S-502 STRUCTURAL DETAILS S-130 ROOF PLAN S-300 BUILDING SECTIONS SSSSSSSSSSSSSSSSSSSSSSSSSSSS 33S13SSS-13S-13SSS-13333311111333333111111111 OOOOOORORORORRROOORORRRROOOOROR FFFOOOOOFOOFOOOOF NNNF SNFFF SSF SNFFF SFFF S OWWNNNNOWONOWNNNNOW LLLLLWWWWWWW LLW LWWW LWW L ALOALLLOALOALLLOA NAAAAADININADINAAAADIG NNNNG NG NNNG LLLAPLLLAPLPLNAALNNANNANANLNANNAN SSSSSSLSLLLLSSSSSSSLSSLLLSLLLLAILTAAAILTTTALAILATAILTTTAILAILAILLDETDDETDDTDETDDETDDDDETTTNDNNNDNDDNDNNDNNNDDDNDNDTIOTTIOTTTTTIOTTIOTTTTIODATDDATTDDATTDATDDATDDDDATTTUNDUUUNDUUUUDUNDUUNDUUUUNDDDFOUFFOUFFUFOUFFOUFFFOUFOUFOUUFFFFFFFFFFF0000000500555005500050055005550000500500SSSS5555SSSSS5S5555 33 A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 9'-9"13'-63 4"19'-3"13'-31 4"12'-113 4"25'-101 2"25'-03 4"24'-812"12'-23 4"14'-13 4"7'-11" 22 ' - 5 12" 16 ' - 1 0 3 4" 18 ' - 8 12" 11 ' - 2 1 4" 14 ' - 1 1 12" GENERAL NOTES: x INTERIOR SLAB SHRINKAGE SHALL BE MAXIMUM OF 0.04 PERCENT. x CEMENT TYPE I/II, ASTM C150. x ALL CONCRETE SHALL BE DESIGNED, MIXED AND PLACED IN ACCORDANCE WITH ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. x COLD WEATHER CONCRETING REQUIREMENTS PER ACI 306R: "COLD WEATHER CONCRETING" SHALL BE STRICTLY ADHERED TO WHEN THE AMBIENT TEMPERATURE IS 40°F OR BELOW. x HOT WEATHER CONCRETE PRODUCTION, DELIVERY, PLACING, CURING, TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH ACI 305R - HOT WEATHER CONCRETING. x AGGREGATES: PER ASTM C33 x READY-MIXED CONCRETE SHALL COMPLY WITH ASTM C94 - STANDARD SPECIFICATION FOR READY-MIXED CONCRETE. x REINFORCING SHALL BE DEFORMED GRADE 60 STEEL UNLESS NOTED OTHERWISE (U.N.O.) ON THE PLAN AND SHALL CONFORM TO ASTM A615. x MINIMUM CONCRETE COVER SHALL BE 2" (IN) U.N.O. ON THE PLAN. OVERLAPS SHALL BE 40 BAR DIAMETERS BUT NOT LESS THAN 24" (IN). DETAIL REINFORCING BARS IN ACCORDANCE TO THE ACI DETAILING MANUAL AND ACI CODE, LATEST EDITION. x ALL FOUNDATION WALL REINFORCEMENT SHOULD BE WIRED IN PLACE. SLAB AND FOOTING REINFORCEMENT SHALL UTILI1E CHAIRS OR OTHER ACCEPTABLE METHODS TO ACHIEVE THE REQUIRED CROSS SECTION LOCATION. x CONTRACTOR SHALL PROVIDE MIX DESIGN SUBMITTALS FOR APPROVAL PRIOR TO USE. x IT IS THE CONTRACTORS/OWNERS RESPONSIBILITY TO VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONCRETE MATERIAL DESIGN PROPERTIES STRENGTH (f 'c)MAXIMUM W/C RATIO AIR ENTRAINMENT FOUNDATIONS 4,000 0.45 5-8% USE DRILLED PIERS 4,500 0.45 5-8% INTERIOR FLATWORK 3,500 N.A.N.A. EXTERIOR FLATWORK 4,500 0.45 5-8% ELEVATED PADS 4,000 0.45 5-8% REINFORCING DESIGN PROPERTIES GRADE FINISH WWF 75 BLACK #3 - #11 60 BLACK SIZE CONCRETE: (SEE NOTE BELOW) x ALL WELDS SHALL BE PRE-QUALIFIED WITH ULTIMATE STRENGTH OF 70 KSI, AS DEFINED BY ANSI/AWX D1.1, ORD1.3, LATEST EDITION. x ALL MISCELLANEOUS WELDS (FIELD OR SHOP) SHALL BE MINIMUM SI1E FILLET ALL AROUND IN ACCORDANCE WITH AISC. WELDING OF CONTINUOUS MEMBERS SHALL BE A MINIMUM OF 2 INCHES OF 3/16 INCH FILLET STITCH WELDS AT 12 INCHES O.C. STAGGERED EACH SIDE, UNLESS OTHERWISE NOTED. x COLUMN BASE PLATES, CAP PLATES AND STIFFENER PLATES SHALL BE WELDED ALL AROUND. CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL BE SELECTED FROM TABLE II PART 4 OF THE MANUAL OF STEEL CONSTRUCTION OF THE ASIC. TABLE III IN PART 4 MAY BE USED IN COMBINATION WITH TABLE II. ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL BE CLASS E70XX. x ALL GROUT USED UNDER STEEL COLUMN BASE PLATES SHALL BE OF NON-SHRINKABLE TYPE AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. x THE STEEL SUPPLIER SHALL PROVIDE SHOP DRAWINGS TO GENERAL CONTRACTOR AND TO THE ENGINEER TO VERIFY DESIGN INTENT. STEEL DESIGN PROPERTIES GRADE YIELD PLATE/ANGLE A36 36,000 TYPE HSS A500 GR C 50,000 W BEAM CHANNEL A992 50,000 A36 36,000 FINISH PER ARCHITECT CONNECTIONS BOLTS A325, UNLESS NOTED OTHERWISE WELDS GRADE 70 GROUT BED 5000 PSI, NON-SHRINK STEEL: ANCHOR BOLTS: x FOUNDATION ANCHOR BOLTS SHALL CONFORM TO ASTM A325 AND BE 1/2" (IN) DIAMETER BY 10" (IN) LONG SPACED AT 4'-0" MAXIMUM AND 12" (IN) FROM CORNERS AND SPLICES, U.N.O. USE ENGINEERED SILL PLATE MATERIAL. SOILS : x WE REQUIRE AN OPEN-HOLE OBSERVATION BE PERFORMED BY A REPRESENTATIVE OF A QUALIFIED GEOTECHNICAL ENGINEER. OPEN-HOLE OBSERVATIONS ARE TO VERIFY THAT THE SOIL CONDITIONS ARE CONSISTENT WITH THOSE ASSUMED. x SOILS CONDITIONS INCONSISTENT WITH THE SOILS REPORT MAY REQUIRE ADDITIONAL EVALUATION OR A FOUNDATION REDESIGN, AND SHOULD BE BROUGHT TO THE ATTENTION OF THE FOUNDATION ENGINEER. x ALL FOOTINGS, PADS, OR PIERS (EXCEPT INTERIOR BASEMENT PADS) SHALL BE A MINIMUM OF 30" (IN) BELOW GRADE, OR PER LOCAL CODE, AND SHOULD BEAR UPON UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL ACCEPTABLE TO THE GEOTECHNICAL ENGINEER. x WE RECOMMEND FOUNDATION WALLS NOT BE BACKFILLED FOR A MINIMUM OF EIGHT DAYS AFTER PLACEMENT OF CONCRETE. PRIOR TO BACKFILLING, WE RECOMMEND DAMP-PROOFING FOR ALL FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AS REQUIRED BY LOCAL CODE. x ALL FLOOR SYSTEMS SHOULD BE IN PLACE BEFORE BACKFILLING AGAINST ANY FOUNDATION WALL, OR AS AN ALTERNATIVE ADEQUATELY BRACE THE FOUNDATION. FOUNDATION SOILS DESCRIPTION MAXIMUM ALLOWABLE PRESSURE 4000 psf FOOTINGS - BEARING CONDITIONS MINIMUM DEAD LOAD REQUIRED DESIGN EARTH PRESSURE 0 psf 50 pcf (EFP) 30 INCHESFROST DEPTH ASSUMED SOILS PER IBC 2015 TABLE 1806.2 FRAMING : x ALL FRAMING SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE GOVERNING CODE. ALL CONNECTIONS OR MEMBERS NOT SHOWN ARE PER CODE. ALL MANUFACTURED WOOD PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. x FLOOR SHEATHING SHALL BE NAILED WITH 8D NAILS @ 6" ON-CENTER EDGES, 12" ON-CENTER INTERMEDIATE SUPPORTS. PROVIDE BLOCKING AT SUPPORTS AS REQUIRED BY CODE. x ALL EXTERIOR WALL FRAMING SHALL BE 7/16" STRUCTURAL RATED OSB SHEATHING OVER 2X6 STUDS @ 16" ON-CENTER UNLESS NOTED OTHERWISE. x BUILT UP COLUMNS ARE 3-2XWALL THICKNESS HF#2 OR BETTER UNLESS NOTED OTHERWISE ON THE PLANS. x ROOF SHEATHING SHALL BE FASTENED WITH 10d NAILS @ 6" ON-CENTER EDGES, 12" O.C. FIELD. x ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. x PROVIDE SOLID BLOCKING TO TRANSMIT ALL POINT LOADS CONTINUOUS TO THE FOUNDATION AS NECESSARY. x IF THERE ARE 20 PERCENT OF OVERDRIVEN NAILS IN SHEATHING, THEN SHEATHING MUST BE RENAILED WITH PROPER GUN PRESSURE NOT TO BREAK SURFACE OF SHEATHING. x ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE G185 HOT-DIP GALVANI1ED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS STEEL. DESIGN PROPERTIES FRAMING LUMBER 'E' ENGINEERED LUMBER 2.0 E6 DESCRIPTION LVL LSL 23/32" Fb 2450 1600 850 10d NAILS 1.3 E6 0.9 E6 TYPE 7/16" OSB 19/32" OSB ENGINEERED LUMBER DIMENSIONAL LUMBER FLOOR SHEATHING WALL SHEATHING ROOF SHEATHING HEM FIR #2 8d NAILS 10d NAILS DESIGN PROPERTIES TIMBERS/GLULAMS 'E' INTERIOR GLULAM 1.8 E6 DESCRIPTION 24F-V8 * ALASKAN YELLOW CEDAR OR PORT ORFORD CEDAR FL 2450 2200 1000 1.6 E6 1.6 E6 TYPE EXTERIOR GLULAM TIMBERS DOUG FIR #1 * A.Y.C. C T L T H O M P S O N PR O J E C T L O C A T I O N : CL I E N T : co n t a c t : DATE: PROJECT # SCALE: PER PLAN DESIGN/CHK: DRAWN: RE V I S I O N / I S S U E DA T E NO . 31223 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBH DES FC08673.000 10/07/2019 BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E 15OF SHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 GE N E R A L N O T E S X NUMBER SIGNIFIES WIDTH OF 12" DEEP MIN. CONTINUOUS FOOTING, (MATCH EXISTING) FOUNDATION LEGEND CF16""F111111 ALL PADS TO BEAR UPON UNDISTURBED NATIVE SOIL OR STRUCTURAL FILL APPROVED BY THE GEOTECHNICAL ENGINEER. TOP OF PAD EQUAL BOTTOM OF SLAB. ALL FOOTINGS TO BEAR UPON NATIVE UNDISTURBED SOIL OR STRUCTURAL FILL APPROVED BY THE GEOTECHNICAL ENGINEER. BOTTOM OF FOOTINGS TO BE A MINIMUM 30" (IN) BELOW FINISH GRADE. PROVIDE "J" DOWELS TO MATCH WALL REINFORCEMENT ABOVE FOOTINGS LESS THAN 24" WIDE (2) #5 CONT. TH I C K N E S S WIDTH LEN G T H XW TL NUMBER SIGNIFIES WIDTH OF 12" DEEP MIN. CONTINUOUS THICKENED FOOTING, (MATCH EXISTING)TE-24444444444E----4444 FOOTINGS 24" AND WIDER (3) #5 CONT. & (1) #5 TRANS. @ 24" O.C. Assumed allowable bearing pressure: Soils: Assumed per 2015 IBC Table 1806.2 and to be verified at Open-hole by CTL I THOMPSON. Max. 4000 psf S-001GRID LAYOUT PLAN NO SCALE CC TT LL TT HH OO MM PP SS OO NN PR O J E C T L O C A T I O N : PR O J E C T L O C A T I O N : CL I E N T : CL I E N T : co n t a c t : co n t a c t : DATE:DATE: PROJECT #PROJECT # SCALE:SCALE: PER PLANPER PLAN DESIGN/CHK:DESIGN/CHK: DRAWN:DRAWN: RE V I S I O N / I S S U E RE V I S I O N / I S S U E DA T E DA T E NO . NO . 333112222233 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . RE S T R I C T I O N S . CO P Y R I G H T CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m ww w . c t l t . c o m SHEET NUMBER:SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O ST E V E L A N E ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBHTDM/SBH DESDES FC08673.000FC08673.000 10/07/201910/07/2019 BE S T W E S T E R N R E M O D E L BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E BA S 1 S A R C H I T E C T U R E 1515OFOF SHEETSSHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 12 . 1 2 . 1 9 SP E C I A L IN S P E C T I O N S S-002 BOILER AREA UP CF - 1 8 CF - 1 6 CF-22 CF-22 CF-18 CF - 1 6 CF-16 CF - 1 2 CF-12 CF - 1 2 CF-12 CF - 1 2 CF - 1 6 CF - 2 4 CF-16 CF - 2 4 CF-16 CF-16 CF - 1 6 CCCCCCCCF - C CF - 1 6 6 -1 FCCCF - 1 6 -FCCF 1 6 61 FCCCF 1 6 CCCFCCFCFFFFFFFFFFFFFCCCF 1 6 CF 1 6 CCCFFCC CF-16 CF-16 CF - 2 0 1'-10" 21'-81 4" 1'-10" 26'-112" 1'-10" 20'-63 4" 1'-10" 19'-111111111111112" 1'-10"1 21'-93 4" 1'-10" 26'-5" 1'-10" 20'-61 4" 1'-10" 28'-5" ± (VERIFY) 14'-0"12'-23 4""24'-8'812"26'-4"26 15'-41 4"12'-113 4"13'-314"19'-3"13'-63 4"9'-9"28'-111222" (VERIFY)VVVV"(V(VVV 12'-412"17'-5"7 5 16'-3"14'-81 4"11'-812"30'-112" 10'-212" (VERIFY) 14'-1112"12'-312"11'-51 4"12'-11"19'-6"16'-212" 10'-212"16'-812" 51'-33 4" 6"7'-51 4"5'-1"37'-1112"2'-6" 1'-5" 2'-6"12'-33 4"18'-012"17'-014" 3'-2"18'-812" 3'-2" 3' - 0 " 2' - 6 " 2222222222222 29 ' - 1 0 3 4" 3' - 2 " 38 ' - 7 " 3' - 0 " 2' - 6 " 222222222222222 29 ' - 1 0 3 4" 3' - 2 " 1' - 1 0 " 26 ' - 9 3 4" 32 ' - 2 12" 17 ' - 5 12" 6' - 6 " 31 ' - 8 31' 8 3333 4"" 23 ' - 9 9- 12" 21 ' - 6 3 4" 1' - 1 0 " 47 ' - 2 " 40 ' - 4 " 2' - 1 1 4" F 35 ' - 7 " 47'-13 4" 140'-7" CF-16 CF - 1 6 CF-16 CF - 2 4 8' - 5 " 23 ' - 3 33'' 3 4" 21'-101 4" 27 ' - 1 3 4" 89'-314" 17'-8" 68'-43 4" 6'-93 4" 8'-812" 49 ' - 8 " 28 ' - 7 33 4" (ASSUMED)AAS MMINIMUM CF-16 EXISTING (NNIN XXMMMMMMF-16 1111011111 9' - - 012" 11011 9' - - 012" 1' - 1 0 " -16-MINIMUM CFF UMED)UEXISTING (ASSUS MI N . C F - 1 6 EX I S T I N G (A S S U M E D ) MI N . C F - 1 6 EX I S T I N G (A S S U M E D ) MI N . C F - 1 6 E X I S T I N G ( A S S U M E D ) ME D 4' - 0 " 4' - 0 " 12'-1012"13'-0" 7'-13 4"8'-5333333 444444444" 4'-0" 15 ' - 2 " 14 ' - 7 - 12"4'-0" 11 ' - 3 3 4" 11 ' - 1 1 3 4" 4' - 0 " 4 15'-0" (MAX.) 4' - 0 " 13'-812" 101 14444444444444" 3' - 7 12" 10 ' - 8 12" 16 ' - 6 12" 16'-81 4" 6'-56' 56' 5656533333 444444444""" MI N . C F N. C N. C -1 6 -1 MI N . C F EX I S T I N IS T IS T NGNG XI S T I N (A S S U M E D ) ED UM 6' - 1 0 12" 16 ' - 1 060000 66666666661661 3 4" 139'-41 4" - 117'-83 4"21'-71 4" 6' - 7 3 4" CF-16 8'-83 4"8 9' - 1 0 " 14'-1112" - 14'-0" (15' MAX.) CC 1' - 9 12" 38 ' - 2 3 4 11 ' - 5 14" 1'-103 4" 11 ' - 1 0 " 11 ' - 2 12" CF-161 CF-16 CF - 1 6 CF - 1 6 5'-883 4" 16 ' - 1 1 1 4" 23'-23 4" (VERIFY)RI 13 ' - 2 " 7' - 8 12" 5' - 0 1 4" 2' - 0 1222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222"""" 6'-66'-611 2" 6' - 1 0 12" 1'-5" 13 4" 8' - 6 112" CF - 1 6 C CF - 1 6 16 CF - 1 6 CFCCFC 6 CCCCCFFCFCFCCCCCCCFFFFFFCF - 1 F- 1 F- 1 C 166 CF - 1 6 CF - 1 6 6 CF - 1 CF - 1 6 C CF - 1 8 C 8 CF 1 CCF 1 C 8 CF - 1 6 CF 1 6 CF - 1 6 CF 1 6 CF - 2 0 CCF - 2 C 220 CF 2 0 CF - 1 6 CF - 1 6 CF 1 6 66616166 CF - 2 0 0 CF - 2 CF - 1 6 CF - 1 6 CF - 1 6 CF - 1 CCCF 1 888 CF - 1 6 10 ' - 1 1 " 0 " 11 ' - 1 0 1122" 4' - 0 " - -U 1 C 111111 111 - U " 44444 F C66 " " 0 6 3 ( 3 " ' 7 " 1 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 8' - 5 " 11 ' - 8 " 00 9'-3"9'-3 00 17 ' - 2 3 4" 5' - 2 3 4" 1' - 9 " 6612" 1' - 4 " 1'-4"4 C T L T H O M P S O N PR O J E C T L O C A T I O N : CL I E N T : co n t a c t : DATE: PROJECT # SCALE: PER PLAN DESIGN/CHK: DRAWN: RE V I S I O N / I S S U E DA T E NO . 31223 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBH DES FC08673.000 10/07/2019 BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E 15OF SHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 FOUNDATION PLAN SCALE 1/8" = 1'-0" FO U N D A T I O N P L A N S-100 30x30x1230x30x1230x30x1212303030 42x42x12 42x42x12 36x36x12x 30x30x12 36x36x12 44x44x12 38x38x12x3844""42x42x12 28x28x12 44x44x12 42x42x1242 32x32x12 38x38x36 38x38x36 30x30x128 30x30x128 42x42x12 30x30x12 40x40x124 30x30x12x NOTE: IT IS ASSUMED THAT THE EXISTING MAIN FLOOR JOISTS AND ROOF TRUSSES DISTRIBUTE LOAD UNIFORMLY TO THE PORTIONS OF THE EXISTING FOUNDATION SHOWN ON THIS PLAN. THEREFORE IT IS ASSUMED THAT NO EXISTING CONCENTRATED LOAD BEARING POINTS FALL ON THESE WALLS. CONTACT CTL|THOMPSON FOR FOUNDATION RE-EVALUATION IF ANY EXISTING POINTS OF CONCENTRATED LOAD BEARING ARE OBSERVED. NOTE: BASED ON AVAILABLE INFORMATION, THE EXISTING FOUNDATION WALLS SHOWN ON THIS PLAN ARE ASSUMED TO HAVE FOOTINGS A MINIMUM OF 16" WIDE. IF FOOTINGS LESS THAN 16" WIDE ARE OBSERVED, CONTACT CTL|THOMPSON FOR A FOUNDATION RE-EVALUATION. 32x32x12 32x32x122 42x42x122 28x28x128 20x20x12220 24x24x12xx 24x24x12x 24x24x12xx2 24x24x122 24x24x12 4 S-500 BBBBBBBBBBBBBB10 S-500 11 500000S- 2 S-500 2 S-5000 9 S-500 2 S-5000 44 S-500 4444444444 S-500SSSS 555555555555555555555555555555 S-5000000005 66 S-500-55 77 S-500 5 S-5000000S-50 2 S-500 DOOR BLOCKOUT STEP TOP OF WALL TOEEEEOOOOEP TOP OF WALL TOEOOOOOOOOOOEEEEOOOOOOOOOOSTELL TLLLL TLLL TLLL TLL TWALWWALWWALWALOF WOOF WOOF WOF WOP OOP OOP OP LLLLLL ACCOMMODATE SLABCCBBACCSLABABSLABSSLABBSLABTE S STE STTE STE SODATATODATOODATODATMMOMOMMOMMMOMMOSSSS 24x24x12 8 S-500 8 S-500 33 S-500 SIM 11 S-500 11 S-500 12 S-500 66 S-5005005500-50050SS5005044 S-5000 44 S-500 M 33 S-500 3 S-500 3 3 3 3 ELEVATOR PIT " 1 S-501000S-500 22x22x1212x11222x1x1222222222222x11xx1x1222222222222222222222222 3 3 3 333 3 33 TYPICAL ELEVATIONS TOP OF WALL = 99'-81 4" TOP OF PAD = 89'-8" TOP OF FTG = 89'-8" BASEMENT SLAB; 4" CONCRETE SLAB WITH (1) #3 BAR @ 24" O.C. EACH WAY OVER 4" CLEAN GRAVEL POOL AREA SLAB; 4" CONCRETE SLAB WITH (1) #3 BAR @ 24" O.C. EACH WAY OVER 4" CLEAN GRAVEL SIM. ELEV. FF 90'-0"0" EL E V . T.O . W . 10 0 ' - 0 " TOW=90'-0"9 ELEV.LELELELLEELLELELELEELLLLLLLLLLLLELLLLLLLLLLLLLELLLLLLLLELLLLLLLEEEEEEEEEEEEEEEEEEEELLLLLLLLLLEEELLLLLL FSF 86'-0" SIM.SIM. POOL BY OTHERS .).))) 10 S-500 3 S-500 SIM SIM 9 S-500 SIM 2 S-500 NOTE: TYPICAL ELEVATIONS APPLY U.N.O. ON PLAN 3 S-500S0 SIM ELE V .EV 90'-0 " "00 ""00 T.O. W .OW E L E V . E L 9 0 ' - 0 " 0 - 0 0 T . O . W . O T. O . W . = 9 8 ' - 8 3 88" T 4 NOTE: ALL EXISTING FOUNDATIONS CALLED OUT ON PLANS ARE MINIMUMS. VERIFY EXISTING FOUNDATIONS DURING DEMOLITION. CONTACT CTL|THOMPSON RE: ALL DISCREPANCIES. 26x26x1222x1121222222x222222222222222222xxxxxxxxxxxxxxxxxxx1x1xxxxx11xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx222222222222222222222222 111111 S-5035350355050S-5035350353505505 ELEVATORVVVVVVVVVVVVVVVELEVVEEVVVVVRELEVVELELLLL PITTPITTP E L E V . E V EE V EE V E V E V E V E V VV E L E L L E E V . L E V L E EEE V E V E V EEEE V EEEE V E V E V E V E V E V L E L E L E L E L E L E E EE LLL E LL E L E L E L E L E L E L E L E E L E L E EEEEEEEEEEEEEE LLLLL E L E LLLLLLLLLLLLLLL E L E L E L EE LLLL 9 0 ' - 0 " W . WWWW T . O . W T O . T W O W T O 11 S-501 24x24x122 E L E V . E L E V E V E L E L EEE L E L E L E L LLLLLLLLL E L E L E L E L E E LLLLL E L E L E L E EE LLL E L E L E L E L E EEE E L EEE L E L E L E L LLLLL E V L E L E L E LLL E L E L E L E EEEE L E LLL E L E L E L E EEEE VVVV T. O . W . W T. 9 0 ' - 0 " 0 STEP TOP OF WALLW TO ACCOMMODATEMO SLAB 3" 12 " MI N . WINDOW PER PLANS TOP REINFORCING PER DETAILS 2-#4 HORIZ. 3" (IN) ABOVE WINDOW, EXTEND x 30" (IN) MINIMUM BEYOND OPENING INTERMEDIATE HT. REINFORCING, TURN DOWN AS SHOWN 2-#4 VERT EACH SIDE INTERMEDIATE HEIGHT REINFORCING PER DETAILS 18 " EXISTING PILASTERS, (FOOTING SIZE TO BE VERIFIED BY CONTRACTOR) ELE V . 97' - 0 " " T.O . F . ELE V . 97' - 0 " " 7 T.O . F . ELE V .EVEV 97' - 0 " 0 T.O . F . ELE V . 97' - 0 " T.O . F . ELEV.VEV TOF 97'-0"979 REFER TO DETAIL A/S-100 FOR BLOCKOUT REINFORCING IN FOUNDATION WALL 4 14'141414 TALLLLTALLLL WALLLL EXISTING PILASTERS, (FOOTING SIZE TO BE VERIFIED BY CONTRACTOR) A S-100 AAA S-100S-SS-100SSSS WINDOW REINFORCING NO SCALE 128x154x122 BASE SLABB ELEV..86'-0"-000000000000000 "0"00"0""""""""""" FSF ELEV.LELLLEVL 89'-0"8988 TOFTOTOFOFOFFFFFFFO 16 ELEV.E V 89'-0"8 11 TOF ELEV.EVE 89'-0" TOFTOF EL E V . V. E 89 ' - 0 " -0'- TO FOO ELEV.EL 89'-0" TOFOFELEV. 89'-0"89 0"11 TOFTOTO ELE V . 90'- 0 " 0" T.O. W . TTT ELEV.EVEV 100'-0 " 11 FS 000WWWW0WWWWWWWWWWWWWWWW00WW0WW0WWWWWWWWWWWWWW0WWWWWWWW0000000000000000000000 CCCCCCCCCFCCFCCFCFFFCCCCCCCFCCCCFFFFCFFF 5CCCCCC5C5CCC55'5'5CCC5C5CCCC555'55555555555 222222 222222222222222222 PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP TTTTTTTTTTTTTTTTTTTT 33 S-300S-33S-300 ' E V. V TT S-300 S-300 BOILER AREA 153 152 151 150 149 148 147 146 145 NE W HA L L W A Y EXIST. CRAWL BIKE STRG POOL HOUSEO ABOVEE STAFF LAUNDRY L003 STORAGE L002 HALLWAY L012 STAFFFFSTAFF ROOM L001 NEW ELEV STORAGE L005 POOL EQUIP.Q L008 ELEC L011 ELEV. LOBBY L007 RG..STR L009 STAIRS 4500 NEW ELEV ELEV.LEV LOBBY L015 VENDINGNDING L006L0 3500335300 LU G G A E S T R G . TR G . GA E S LU G G TTTTTTTTGUESTESTSTESTEESTESTGUUGUGUGU LDRY L004L G T O L T R FF R 0 T TTTTTT TATASTSTSTTATTTTASTT ELEL VV TTTT EE OO QQ 00 OO RR 00 C T L T H O M P S O N PR O J E C T L O C A T I O N : CL I E N T : co n t a c t : DATE: PROJECT # SCALE: PER PLAN DESIGN/CHK: DRAWN: RE V I S I O N / I S S U E DA T E NO . 31223 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBH DES FC08673.000 10/07/2019 BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E 15OF SHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 SLAB CONTROL JOINT PLAN SCALE 1/8" = 1'-0" SL A B C O N T R O L JO I N T P L A N MAX. JOINT SPACING SHALL BE 15 FEET IN EITHER DIRECTION. SLAB AND CONTROL JOINT DETAIL 3" C L E A R SURFACE SEALANT AS REQUESTED BY OWNER. 14" WIDE CONSTRUCTION JOINT. JOINT DEPTH SHALL BE 14 OF SLAB DEPTH PLUS 14". SEAL WITH JOINT SEALANT. REINFORCED CONCRETE SLAB-ON-GRADE PER PLAN, S-100, (AT CONSTRUCTION JOINT; EXTEND REBAR 24" FROM FIRST POUR). 4" MIN. BASE COURSE OF CLEAN GRAVEL OR CRUSHED STONE, SLOPE FOUNDATION SUBGRADE TO MATCH SLOPE OF SLAB IN ORDER TO MAINTAIN SLAB THICKNESS S-101 NOTE: ALL JOINTS MAY BE SAW CUT. CONSTRUCTION JOINT CAN REPLACE ANY SAW-CUT JOINT AT THE DISCRETION OF THE CONTRACTOR. POOL BY OTHERS 12" THICK SLAB BENEATHAA WASHING MACHINES.NN REINFORCE WITH (2) MATS #5SS REBAR @ 12' O.C., EACH WAYWW POOL SLAB PER S-100 SSST L ST LALAUAUUU LLL T U L T U L TTTT UUUUUU LLLL CONTROL JOINT PERRRR DETAILS THIS SHEET,L TYPICALAA S PROVIDE #4 REBAR DOWELSR AT CONSTRUCTION JOINT.UU INSTALL @ 24" O.C., MAX. AT44 12" SLAB NOTE: CONTRACTOR TO SUBMIT PROPOSED JOINT PLAN TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 33 BO UP 156 155 154 153 152 151 150 149 148 146 145 144 143 142 141 NE W HA L L W A Y E CRAWL BIKE STRG L010 POOL HOUSE ABOVE STA L HALLWAY L012 E PO EQUIP. L008 ELEC L011 Y EVVEST.ELEET.EXISXEST.ELE G..STRG STAIRS 4500 NEW ELEV ELEV. L015 VENDINGG L 3500335300 LL TTTTTTSTSTSTSTSTSTUEEEEEEUUUUUGUGUUGUGUGUGGGGG LDRY 04 GS LLLW A Y LLLW A Y NE W P 8 U P Q L EE T BTTTTTTSSSSS R 0 UUUUUU D GGGGGGV AW 2 L 0 LLLLE L L A WEW N LL LL NE W A L LL W A Y LNE W E ELE V 1 TTTT E O Q 0 O R 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F ELEELEEEVV W10x68 ST BEAM (FLUSH) HS S 3 S HS 11 22"x3x11 22" MAIN FLOOR FRAMING PLAN C T L T H O M P S O N PR O J E C T L O C A T I O N : CL I E N T : co n t a c t : DATE: PROJECT # SCALE: PER PLAN DESIGN/CHK: DRAWN: RE V I S I O N / I S S U E DA T E NO . 31223 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBH DES FC08673.000 10/07/2019 BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E 15OF SHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 MA I N F L O O R FR A M I N G P L A N S-110 SCALE 1/8" = 1'-0" (2 ) 1 3 4" x 1 1 7 8" LV L ( F L U S H ) HSS5 x5 HSH S5 x5 HSSHSHS HSS5 x5 SSSSSSS5 HSSSSSSSSSSSSSS HS S5x5 HSS5x5 LVL28 1117 88 " TJI 210 FLOO R0 ROOF2IT JOISTS @ 12" O.C.T @STTSTSSSSSTTTSOISSJOOO@@SSSSSSTSTTT .@@@@@@@@ CO"@@@@STSSSSSOO 1117 88 " TJI 21002JTJ FLOOR JOISTSSTIJROOFJFLOOR J O I S T S STIJROOFJFLOOR JOISTSSTIJROOFJ @ 16" O.C..6@ EEEEEXIST. CCCCRRRRAAAAWWWWLLLLL (2)11(1 17 88 " TJI 230 FLOOROOTO JOISTS @ 12" O.C..C ST CCS BELOW PLANTERRST.ST.W R 117 8 " TJI 210 FLOOR0 JOISTS @ 16" O.C. NNNNN LLLLLLL(2) 117 8" TJI 230 FLOOR0O JOISTS @ 12" O.C.2 C B ELOW PLANTE RNLANTERNRR W10x33 STEEL BEAM (4 SPAN FLUSH) HS S5x5 SS HSS5SSS5SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS H S S 5 x 5 H S S 5 x 5 HH EVVEST ELEETEXISXEST ELE NOTE: EXISTING FLOOR JOISTS TO REMAIN LVL28 (2) 1 3 4" x 117 8" LV L (FL U S H ) (4) 13 4" x 117 8" LVL (FLUSH) (LVL212 HS S 3S3 S 1 22"x3x33xx3x3x33333x3x33x3331 22" TEEL USH) H S S 3 SS 33 S 3 S 3 H S H S H S H S H S H S H S H S H S H S 1111 2222" x 3 x 3 3 x 11 22" SSSSSSSTTTTTTA LLLLLAAAAAUNDRRRRY LLLLLLL000000000003 YRRR 0 TTTTT LLL AAAAAAAH S S 3 AUNDAUND 0303S 300 H SUU 133132332"x3x31 2" (3 ) 1 3 4" x 11 7 8" L V L (FL U S H ) HSS3S3 S 11 22"x3x31 22" W10x33 STEEL BEAM (3 SPAN FLUSH) 7 )STAT H W10x26 STEEL BEAM (3 SPAN FLUSH) W10x68 STEEL BEAM (3 SPAN FLUSH) OM L0000001111111100 ROOR STAFFFFFFFFFFF RRRRROOOOOOM FA O S RRR ASSTAFFFFFTTSTAASAASSTATT OMRROOOR LLLLL00000011000HSS3ROOROO L 3SOOHSROOOOOHOMM1OMOM1OMMMMM2MMMM xMx"x 3MM3xxMx 11 22 "" RRRRRRAAAAAGEEEEEEEE 0222222 EEEEEGA 2 H S S 3 AGEAGE 3 SGGH SAA 11 22" x 3 3 " x 3 11 22"""" H S S 5 H S 5 SS 5 H S S 5 5 SS 5 S 5 S 5 S 5 S 5 S 5 S 5 H S S H 111 222" x 5 x 5 55 x 1 2" HH TS @@@@@@@@@@@@@@@@@ 12 O @@@@@@@@TS@@@@@@@@@@@@@@@@@@@@@@@@@@@@@TTTSTSS @@S@@@@@@@ O @@@@@@@@@@SSSSTTTT H S S 5 H S S 5 S 5 S S S H S S SS H S H S S 5 S 5 S S S S HHHHHHH 11 2" x 5 " x 5 x 1 22""(3) 13 4" x 117 8" LVL (FLUSH) (3) 2x6 (2) 1 3 4" x 1 1 7 8" L V L (F L U S H ) W10x19 STEEL BEAM (2 SPAN FLUSH) LV L 3 1 0 (4) 2 x 6 0x30 USH) BP TOOOOO LLLL0000 OOOOO LLLLL T RRRRR 000000 RRRR 0 S55 HSS5 5S5 HSHHS S5S5 1111 22 5TTTT"" 1TOTO1T 2L2"LL"LL W10x15 (3 SPAN FLUSH) BPPBBP LVL212 W10x45 (FLUSH) LVL310 LVL312 HSS5SSH1 2 "x5x11 2 " C ONT. FROMMORTOC2ND FLR.RLN22ND F L R . RLN22ND F L R . RLN2 NOTE: FLOOR JOISTS ARE (1) 117 8" TJI 210 @ 16" O.C., U.N.O. LVL212 EEEEENNNNNDIIIIIIINNNNNNNGNNNNNDG L000000000006L000 NNNNND 00000 NNNNNNNNN LL (4) T (4)NDINDIDD 060600T (4)DD 00 (4) T) T (4 HF28 LVL28 B P B P B P B PPPPPPPPPPPPPPPPPPPPPPPPPPP BPBBP B P BB P OOOOOOOOOOOLLLLLL QUIIIIIPPPPPP L PPPPU BPOLOLBPLL M ((((33333333 SPAN H S S 5 H 1 2 " x 55555555555 " x 555 111111111111111111111111111111 22 """ LUGG UGGGGGGGGGGAAAAAE S T R G. TR . GGGGG E S GGGGGG H S S 5 S 5 S S H S RG. RG. RG. RG. 1 2"x 5 1 2""""""""""""" MMMM C O N T . F R O M . FFFF T FF T.TT.T.TT N T TTTTTT C O NNST R ST RTTSS F R FFFF R FFFFFFF R FF R F R F R FF R F R F R FFFFF R FF R F R F R F R F R F R F R M FFFFFFFF R FF R FF R FFFFF R 2 N D F L R. 2 LL RRRRR L R LL R NN D F LAE S AE S 22222222 NOTE: EXISTING ROOF TRUSSES AT THIS LOCATION ARE ASSUMED TO BEAR AT OR ABOVE THE W10x22 STEEL BEAM (I.E. DIRECT BEARING ON THE STEEL BEAM) AT THE UPPER FLOOR LEVEL. IF THE TRUSSES WILL BEAR BELOW THE UPPER FLOOR LEVEL, DIRECTLY ON THE LVL BEAM AT THIS LEVEL, NOTIFY CTL|THOMPSON. 99 S-50220S BP NOTE: EXISTING ROOF TRUSSES AT THIS LOCATION ARE ASSUMED TO BEAR AT OR ABOVE THE W10x22 STEEL BEAM ABOVE (UPPER FLOOR LEVEL). IF THE TRUSSES WILL BEAR BELOW THE W10x22 BEAM, DIRECT LOADING THE (2) 13 4"x117 8" LVL BEAR AT T HE MAIN FLOOR LEVEL, NOTIFY CTL|THOMPSON. NOTE: SEE SHEET S-111 FOR SHEAR REQUIREMENTS. 11 S-501 99 S-50225S 99 S-S-SS 5025025000 H S S 3 H 3 S S 3 H S H 11 22" x 3 " x 33 " x 3 11 22"" W1 (FLU W P S E R I E S H A N G E R E S I E S G E H A N G R G E G E G A N G H A H A E S R I E S E R P S W P W P WWWW P WWW P W P E L S L S E C T I O N S E S E C T I O N O N S E C NNN O N O N O N C T C T C S E C S E C L S L S OOO N L S L N LL O O F N A I L E R A I L N A I A I L E L EE R E A I L A I LL N A O F O F OO (3) 13 4" x 117 8" LVL (FLUSH) LLLLLEEEEV NEEEEEEWWWWWWW EEEELLLLLE 333333355555550000 U5 .5-SDS DSDSDSDSDSDSSS 5SDDSDSDSDSDDSDSDSDSDSDSS EVEV DDSSSSSSSSSSSSSDSSSSSDSSSSDSSDSDSSSSSDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDDDDDDSDSSSSDSDSSSSDSDSDSSSDSDSDSSSDSDSDSSSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSSSSDSDSDSDDSSSSSSSDSDDSDSSSSSSSSSSSSSSSDDDSDSDSSSSSSSSSSSSSSDSSDSDSDDSSSSSSSSDDDDSDSDSSS MGU5 NEWNEW LELE 33 6 S-502-50200-S 11 S-501S 11 S-501 TYPICAL ELEVATIONS TOP OF STEEL W10 = 99'-814" TOP OF STEEL W12 = 99'-93 4" FF = 100'-0" HEADER SCHEDULE HEADER SIZE MATERIAL (1) 2x2-2X8 HF #2 (2) 2x HF28 HF212 # OF TRIMMER STUDS PER SIDE UNLESS NOTED OTHERWISE ON PLANS (2) 2x2-2X10 HF #2HF210 2-1 3/4"X7 1/4"LVL (2) 2xLVL28 3-1 3/4"X7 1/4"LVL (2) 2xLVL38 2-1 3/4"X9 1/4"LVL (2) 2xLVL210 3-1 3/4"X9 1/4"LVL (2) 2xLVL310 2-1 3/4"X11 7/8"LVL (2) 2xLVL212 3-1 3/4"X11 7/8"LVL (2) 2xLVL312 3-1 3/4"X14"LVL (2) 2xLVL314 3-1 3/4"X16"LVL (2) 2xLVL316 HF #22-2X12 (2) 2xHF312HF #23-2X12 KING STUD SCHEDULE OPENING WIDTH FROM (1) 2x12" TO 2'-6" 2'-7"6'-0" 6'-1"10'-0" (2) 2x (3) 2x # OF KING STUDS PER SIDE UNLESS NOTED OTHERWISE ON PLANS T=NUMBER OF TRIMMER STUDS EACH SIDE K=NUMBER OF KIND STUDS EACH SIDE #T,#K HANGER SCHEDULE CONNECTION LOCATION CONNECTOR I-JOIST TO FLUSH WOOD BEAM IUS-SERIES (2) I-JOIST TO FLUSH WOOD BEAM HU-SERIES SAWN JOIST TO FLUSH WOOD BEAM HU-SERIES WOOD POST TO FOUNDATION ABU-SERIES WOOD POST TO BEAM ABOVE BC-SERIES (1)-LVL TO FLUSH WOOD BEAM ITS-SERIES (2)-LVL TO FLUSH WOOD BEAM (3)-LVL TO FLUSH WOOD BEAM NOTE: FOR EXTERIOR APPLICATIONS WHERE ACQ TREATED LUMBER WILL BE USED, ALL HANGERS MUST HAVE 1MAX CORROSION PROTECTION. (4)-LVL TO FLUSH WOOD BEAM HU/HUC-SERIES HU/HUC-SERIES HU/HUC-SERIES I-JOIST TO FLUSH W12x_BA-SERIES I-JOIST TO NAILER PLATE FLUSH W10x_WP-SERIES WOOD OR LVL BEAM TO FLUSH W12x BA-SERIES WOOD OR LVL BEAM TO NAILER PLATE, FLUSH W10x_WP-SERIES BP NOTE: THE PLANTER IS ASSUMED TO HOLD A MAXIMUM 3'-0" DEPTH OF TOPSOIL WEIGHING 100 PCF. NOTIFY CTL|THOMPSON IF THE DEPTH OF SOIL CONTAINED IN THE PLANTER EXCEEDS 3'-0". CRAWL NOTE: THE PLANTER IS ASSUMED TO HOLD A MAXIMUM 3'-0" DEPTH OF TOPSOIL WEIGHING 100 PCF. NOTIFY CTL|THOMPSON IF THE DEPTH OF SOIL CONTAINED IN THE PLANTER EXCEEDS 3'-0". 99 S-5010- W10x19 STEEL BEAM (2 SPAN FLUSH) 9 S-501-0 2x12 FLOOR LEDGERLEU5EE 0000 512" x 11 4" LSL FULL HGT.POOPOO STUDS @ 16" O.C. @ ELEVATOR WALLSR 2x12 FLOOR LEDGER AT STAIR LANDING (2) 13 4" x 117 8" LVL (FLUSH) SSST22"x5STST"xSSH U C Q 4 1 2 - S D S SSSSS D S D S S D S S D 2 4 1 C Q U C H 1 2 C Q 6 S-502SSSSSSSSSSSS0-S (2) 13 4"x 117 8" LVL (2) 13 4"x 117 8" LVL (2) 13 4"x 117 8" LVLL LV (5) T ( VLV LVL312VL31222 (3) T (3)T HF312 LVL210 LVL210 LVL312 (3 ) TT (3 ) LVL312 LVL210 LVL38 HF312 HF312 2x12 FLOOR LEDGER EL 512" x 111 4444444444" LSL FULL HGT.SL""L"LS FUFUUL UUULLS"L"""LLLSSSSLLLLL FUFUFUFUUUUULLLLLFFFFF STUDS @ 16" O.C. @@@SSSSSSSSSSSSTUSSSSSCCCCCCCCCCCCCCC"OCCCCCCCCS@STUDS @SSTUDS @ 16 O.CC@ 16 O.C ELEVATOR WALLSAAAAVATATOR WAALLAAVATOR WAAATTELEVATOR WALLL (FLUSH) H S S 5 S S 5 H 1 2 H S S 55 S S H S S 1 22"x 5 "x"x 511 22" OILEEEEERRRRRRR ARRRREEEEEEAAAAAAAAARARRRRRLRRRRRL W10x68 LERLRL H S S 5 R S S S SS 5 S H SSS S 5 HH S S 1R2RARA"x 5AREARE5RRA 1 E 2"" x45 LLLLLLLLLLL H S S 5 x 55S555S555 11LLL010L00L0000LL000L11LLL0100L0000L00000L0LL0000LLL1111111515555555555111111155555555555555511111 LVL312 H S S 5 x 5 S S H GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG ... GGGGGGGGG ..... GGGGGG .MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM (((((((2(2(22(2((((2(2222((((((LVLLVLV (((LVLLV (((((LV VVVVVVVEEEEVELEVVVVEEEEEVELEV OOOOVVOVATOAAATAAAAAATTATTTTATTTTAAAAAAAAOOVOOOVATOAAATTATTTTTTTTTTTTTTAAOVVATOAAAAAATOAAAATATTTT WWWWRRWR WWWWRRRWWWR W SSSSAASLLALLSAALLAAAALLSAAAAAAAALLAALALAALSSALLSALLAALLAALLAALLAAAALSAALLSAAAALLSAAAAAALLAALLSSSS 33 NOTE: x ALL HSS COLUMNS SHALL HAVE 14" WALL THICKNESS. x CONNECT BEAMS TO COLUMNS WITH SHEAR TABS (DETAIL 4/S-501) SSSSSEESSSEXISSSSSEXISESEEEXISEXISXXIXXXXXXXIXISSSSEEESEXISSEXISEEXISEEEEXISSEXISXXIXXXXXXXXXXXXISXXIXXI LLLLLTTTLLT.ELEEEEETELTTTEEEEELLLTTTLT.ELEEEEETELTEEEEEEEEEEEEEEEEEEEEEEEVEVVEVVEVVVVEEEEEEEEEEEEEEEEEEVEVVVVEVVVVVVVVV 33 W12x40 STEEL BEAM (SINGLE SPAN DROPPED))))))))))))PPPED))))))PPPED)))PPED)))PRRRROPR W12x40 STEEL BEAM AAAAA S-30030 AA S-300 4 3 V 2 D B S-300 B S-300 KKKKKKKKKKK 33 BOILER AREA UP 155 154 153 152 151 150 149 148 147 146 145 144 143 142 141 140 139 NE W HA L L W A Y ST. AWL BIKE STRG L010 POOL HOUSEO ABOVEE STAFF LAUNDRY L003 STORAGE L002 HALLWAY L012 STAFF ROOM L001 NEW ELEV STORAGE L005 POOL EQUIP.Q L008 ELEC L011 ELEV. LOBBY L007 EVVEST.ELEELT.EXISXEST.ELE STRG.. L009 STAIRS 4500 NEW ELEV ELEV.LEV LOBBY L015 VENDINGNDING L006L0 350030035300 LU G G A E S T R G . TR G . GA E S LU G G TTTTTTTTTTSTSTSTSTSTSTUEEEEEEUUUUUGUGUUGUGUGUGGGGG LDRY L004L G 90 S HA L L LW A Y HA L L LW A Y NE W L P 8 U P Q L A 5 V B 7 L B 0 E L EEE A Y R F R A A 0 R T U L L A BTTTTTTSSSSS R 0 UUUUUU D 0 GGGGG F 1 G A O 0 N S R D 0 NN LL V AW 2 L 0 LLLLE R 0 O 0 TS EGA 2 R 0 O L TS AS L L A WEW N LL LL NE W A L HA L L LW A Y LNE W STAFFFFFFFFFF EG TT RL STASTAAASSAAASSSSTTAATTTT ELELEE VV 11 TTTT EE OO QQ 00 OO RR 00 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E ELLEELELEEEEEEVVV MAIN FLOOR BRACED WALLS AND HOLD DOWN PLAN C T L T H O M P S O N PR O J E C T L O C A T I O N : CL I E N T : co n t a c t : DATE: PROJECT # SCALE: PER PLAN DESIGN/CHK: DRAWN: RE V I S I O N / I S S U E DA T E NO . 31223 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBH DES FC08673.000 10/07/2019 BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E 15OF SHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 MA I N F L O O R B R A C E D WA L L - H D P L A N S-111 SCALE 1/8" = 1'-0" 2222222 22 3 3 3 3 NOTES* HOLDDOWN (HD) SCHEDULE HD #MANUF. / MODEL 1 HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS. FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE ARCH PLANS FOR DIMENSIONS) SYMBOL 2 SIMPSON MSTC66B3 EQUAL LENGTH OF STRAP TOP AND BOTTOM OVER RIM. STRAP EACH SIDE OF WALL TO BEAM BELOW. CS14 STRAP WITH 16" END LENGTHS (TO POST ABOVE AND BELOW 1. ALL EXTERIOR SHEATHING VERTICAL EDGES SHALL FALL UPON 2X6 STUDS SPACED 16" O/C TYP (SEE PLAN). 2. HORI1ONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SI1E TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL SHOWN ABOVE. 3. EXTERIOR WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE IN ACCORDANCE WITH IBC TABLE 2340.10.1. 4. WHERE JOISTS ARE PERPENDICULAR TO INTERIOR BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN-LINE WITH THE BRACED WALL PANELS. 5. WHERE JOISTS ARE PARALLEL TO THE INTERIOR BRACED WALL LINES ABOVE DOUBLE JOISTS SHALL BE INSTALLED UNDER AND IN-LINE WITH THE BRACED WALL LINE ABOVE. 6. ATTACH BOTTOM PLATE OF INTERIOR WIND SHEAR WALLS TO BLOCKING/BEAMS WITH (3) 16d COMMON NAILS AT 16" (in.) O.C. (OR (1) 16d COMMON NAIL AT 5" (in.) O.C.). BRACED WALL PANEL SCHEDULE - STUDS @ 16" NOTES: 7/16"8d COMMON 16 ga 1 3/4" STAPLES 12"6" 6"3" 7/16"8d COMMON 12"3" 1/2" 1 OSB or PLYWOOD ONE SIDE GYPSUM BOARD BOTH SIDES OSB or PLYWOOD EXTERIOR ONLY RATED STRUC. SHEATHING TYPE ALL EXTERIOR UNLESS NOTED OTHERWISE SHTH. THICKNESS MINIMUM WALL DESIGNATION HORI1ONTAL EDGES BLOCKED? CONNECTOR TYPE (OR EQUAL) EDGE SPACING FIELD SPACING YES (NOTE 2) YES (NOTE 2) 4"4"2 YES (NOTE 2) 3 SIMPSON STHD14RJ 16 ga 1 3/4" STAPLES 88388 3 3 3 4 S-5030-S 4444444 S-50333- 4444 S-503-S-50-030000S 4 S-5033- 4444 S-5035355S VERIFY SHAFTVVEVEEAAAFAFFAAAAAFAAFAAAAAAFAFAFAFAFAFTFTFEVEVVEVEEVVVVVVVVTFT OPENINGSNINNININNININIINOPENNOPEN BACK GROUND SHOWS DBL. WALL PROJECTION??? DN UP WOMEN'SM'OOOMMMMM N RRRR 111111111 NNNNME RRRR 110 3500 NEW V 100 SUNDRY 5 ELEV. Y 1091 O DESK 103 BBY 1 H G 112 7'36'x17x1717'6'x16'36 7 ENTRY 113 GYY BAG STRGS212 214 215 217 218 219 221 222 223 224 225 H/STRG 226 227 228 229 233 2322 231 BATH G..GGSTRGSSSSSSSSSSSSSSSSSS EXIST. MANAGERS QUARTERS 4500 ELEV.LE RECESS 116 1072 17'76'x1x36WOMEN'SN 1 1 7 17 G 18 S A T G G 2 D 1 U E 0 N K D 5 Y R E E E 1 V S ME R 1 NN R 0 E 0 0 V 9 2 1 2 23 2 S RG 2 666 1 2 11 P NMM R 1 W 2 2222212222 VVVVVVVVVVVVVVVVVVVEEVVVVVVVVVVVVVVVVVVVVVVEEEEEEEELLLLLLEEEEEEEEEVVEVVVVVVVVVVVVVVVVVEVEVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVELEEEEEEEELLLEEEEVVVVVVVVV ...... 214 2 QU MANA ERS EX T 222222222 2 H T G 2 T 2 2 231 232232232 EEEEEEEEEEEEEE VVVVVVVVVVVVVVVVV 22 33 777 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F 82 W14x43 STEEL BEAM FLAT B O T T O M R O O F AAALALAAAAAAAAAAAAAAAAAALALALALALAAALALAFLFL B L AAAA TRU S S E S B Y O T H E R S TRTTTTRTTTTTRTRTTT S S T RT HSS 5 HSS5 11 2 "x5x5 1 22 "" (3 ) T (3 ) T W10x26 STEEL BEAM (3 SPAN FLUSH) 111111777 8" TJI 210 FLOOR00TJI21TJI21FLOOROOOOOO JOISTS @ 12" O.C.CTTTTTTTTJJTTTTJJJJ1JOSTS @ 2 O . C . OOOOOO LOWER ROOF / UPPER FLOOR FRAMING PLAN C T L T H O M P S O N PR O J E C T L O C A T I O N : CL I E N T : co n t a c t : DATE: PROJECT # SCALE: PER PLAN DESIGN/CHK: DRAWN: RE V I S I O N / I S S U E DA T E NO . 31223 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBH DES FC08673.000 10/07/2019 BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E 15OF SHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 LO W E R R O O F / U P P E R FL O O R F R A M I N G P L A N S-120 SCALE 1/8" = 1'-0" CORRIDOR BEARING WALL CORRIDOR BEARING WALL (3) 13 4"x18" LVL OR GIRDER TRUSS BY OTHERS MEN'SMNNM PPPPOOOOOOOOOOLLLLL 112 PPPP OOOO 2 LENGINEERED ROO FREERRRENGGERRDOF E N G IENGENG DD T R US SES BY OTHE RS T T H EYPOOLPOORSEPPBOOOH RBYOTBYOTYYBOE T R US SES BY OTHE RYRSE RBBTRUSSES BY OTHE RSYRSE RBBB BALCONY DECK LEDGER (3) 13 4" x 22" LVL DECK BEAM BEARING WALL CANTILEVER BEAM 4' MAX. BE A R I N G W A L L CANTILEVERCNLVR MBEAMMMMEM CANTILEVERCNLVRNNN BEAMABAAAA (4 ) 2 x 6 (4((4(4(4) 2 x 2 (4) 2 x 6 (6) 2x6 T O x6 H D R . ( 5 ) 2 x 6 T O H D R . HF28F (3) 13 4" x 24" LVL OR 63 4"x21" GLULAM (24F-V4) (3) 13 4" x 24" LVL OR 63 4"x21" GLULAM (24F-V4) HF2 (4) 2x666 8 (4) 2x6 2x6 HF212 (3)13 4"x16" LVL U (5) 2x6x6x6x6x66x6666 2x6x6x6x666666x6x6x666 5)2xx6x6x66x6x6xxx (5) x6x6x6x6x6x6 5)5) 4"x18" LVL HF 2 8 (3) 13 4"x117 8" LVL (FLUSH) (3 ) 1 3 4"x 1 1 7 8" LV L ( F L U S H ) W12x106 STEEL BEAM (FLUSH) W1 2 x 4 0 S T E E L BEA M ( F L U S H ) (2 ) 1 3 4"x1 1 7 8" LS L ( F L U S H ) 8 CANTILEVE BEAM CANTILEVER BEAM (2) 13 4"x14" LVL (FLUSH) (2) 1 3 4"x 1 1 7 8" L V L (2 S P A N ) (FL U S H ) (2) 13 4"x117 8" LSL W10x54 STEEL BEAM AN FLUSH) W10x45 STEEL BEAM (3 SPAN FLUSH) W10x33 STEEL BEAM (3 SPAN FLUSH) W10x33 STEEL BEAM (3 SPAN FLUSH)(2) 13 4"x117 8" LVL (FLUSH) W10x60 STEEL BEAM (FLUSH) W10x100 OR W14x61 STEEL BEAM (FLUSH) W14x61 STEEL BEAM W14x53 STEEL BEAM W14x68 STEEL BEAM W10 x 2 2 S T E E L B E A M (2 SP A N F L U S H ) 6 x6 P OS T, T Y P. TT TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT P OPP BEARING WALL N (3) 13 4" x 22" LVL DECK BEAM (3) 13 4" x 22" LVL DECK BEAM (3) 13 4" x 22" LVL DECK BEAM (3) 13 4" x 22" LVL DECK BEAM (3) 13 4" x 22" LVL DECK BEAM HS S 5 SSSSSSSSSSSS HS S HSS HS SSSSS HS 51 2"x5"511 2" LLLLLLLOUUUUNNNNNNGGG 11111110222222 L U 11111 NNNN 2 H S S 3 S S H S HHHH S H S 3 11 2LOL2LL"x 3LOUOUL3UU1UNUN 21010"022"222 BEAM (HSS3HSS 331 222"x3"x3 11 22" L HSS 3 HSS31 2"x3x3x3x3x3x3xx"xxxx333311111111111 222" HSS3HSS3 HH 11 22"x331 2"" BBBBBBAAAACKKKKK OFFFFFFFIIIIICCCCCE 104 BBBBB F C FFFF 0 KKKK C HSS 3ACKACK CEC HSCCS3K CC1EECEC2CECE"x3E"x311 22" 1030 HSS3 S33333333S333333333S333333S3333333 HS S311111 222222"x3"31 2"" ) H S S 3 H S S 3 H 1 22"x3"x333"x311 22222" 2222162222 HSS5 x5216216 HS S x5 HSS5 x5 HS S5 x5 H S S 5 x 5 H S S 5 x 5 H S S 5 x 5 H S S 5 x 5 5 x 5 x (4) 13 4"x117 8" LVL (FLUSH) HSS5HSS5S5S5 11 22 "" x5x 1 2 " HSS 5 HSS 5 HHHH 11 22" x5x5x5111 22" HSS 5 H S S 5 HH 11 22"x 5"5 11 2" TO F D N . TO F DN FUL L H G T . FF LU L HG T U LUULUULULULLLLLLLLLLLLLLLLLLLULULULULULULULULULUUUUUUUUUUULLLUUUUUULLLULULULLLLLLLULULULLLLLLLLLLLLLLLLLLLLLLLLLLLULLULULULULUUUUUUUUUULULULULLLL 13 4"x117 8" LSL (FLUSH) BEAMMM HSS3HSS3 111 22 " x3x33xx3x3x33xx3x3x3x3x3x3x3x3x3x3x3x3 1 222222 " W1 2 x 4 0 S T E E L BEA M ( F L U S H ) W10x22 STEEL BEAM (FLUSH) (3 ) 1 3 4"x 1 4 " LVL ( F L U S H ) (2) 13 4"x117 8" LVL (FLUSH)STSSSSS BALCONY DECK LEDGERLEDGER 2 x 1 0 D EC K J O I STS @ 2 4 O .C .444DD20EKOSS4442x10DECKJOISTS @ 2 4 " O .C444DD20EKOS"4442x10DECKJOISTS @ 2 4 O .C444DDS444 R 2x 10 D E C K J O IS T S @ 24 O .C .J OJO1DCJ S S @ 4 ODD2x10 D E C K J O IS T S @ 24" O .C .J OJO1DJ S S @ 4 ODD2x10 D E C K J O IS T S @ 24" O .C .J OJO1DC 4 ODD W1 0 x 7 7 S T E E L B E A M ( F L U S H ) HSS 5SS 11 2"x55x5x55x5 1111 22" (4) 2 x 62x22x2x6x62x) 2)2)2 x6x6x6x6x6x6x6x6x6 ) 2)))(4) 2 )))))(4)))))))) 8x8 DF #1 PO ST #1 PP WITH CCQ SERIES PO STTST CAP, T Y P . O F ( 4 ) F T HF 2 8 (3)T(3()T HF212 (3)T(3)T F21 HF212 HF210 HF210 LVL28 LVL312 LVL28 LVL28 LVL28 LVL28 LVL210 )TT (3)TT)T)T)T (3)T)T (3 2 (3 ) T (3) (3 )T)T 3) T (3 ) (3(( F2 RRRRRRRERRRRRRE (3)T(((3)T(((((((((((((((((((33)T3)T3)T E EE EVVVVVVVEVVVVVVVV REE CO(3)T3T3 (5 ) 2x6 (5 ) 2x6 (3)TTT (3)3)3)T (((( NNNNNEW ELLEEEEEEEVVVVV(3) TELEELE(3 LVL210 LVL310 HF 2 8 HF 2 8 HF 2 8 HF28H28 LVL212 HF28 HF2 8 LVL210 LVL312 HF212 HF2100HHHHHHHFHFHFHFHFF2F2F2F2F221212121111HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHFHHHHHHHHFHFHHHHHHFFFHFHHHHFFFFFHFHHFFFFFFFF2FFFFFFFFF2FFFFFFFF22F2FFFFFF2222F2FFFF222222F2FF22222222F21222222222122222221121222221111212221111212111111111111111HHHHHHHHHHHHHHHHHHHHHHHH HF212 LVL316LV LVL21221LLLLLVLVLVLVLVVVLVLVLVLVL2L2L2L2L22112112112111111LLLLLLLLLLLLLLLVLLLLLLLLVLLLLLLLVVLVLLLLLLLVVVVLVLLLLLVVVVVVVLVLLLVVVVVVVVVLVLVVVVVVVVVVVVLVVVVVVVVVVLVLVVVVVVVVLLLVLVVVVVVLLLLLVLVVVVLLLLLLLVL2VVLLLLLLL2L2LLLLLLL222L2LLLLLL22222L2LLLL2222222L2LL222222222112222222212112222222121122222121122212112111112222 LVL210LVL210 VL210VL210LVLLLVL00 LVL210LVL210 ( 3 ) T ( 3 ) T (3)T(3)T SH ) ( 3 ) T ( 3 ) T 3 (3) T (3 T (3(3 HF28F2F2F2H22222222 HF 2 8 HF 2 8 EXISTING TRUSSES M 6x6 PO ST , PO SOS PO 6x6 6x6x66666666666666 6x6 6x6 6x6 6x6x666666x6x6666 TYI P I CAL CALAL CA EXISTING SHED ROOF TRUSSES 2 x 1 2 L E D G E R BATTTTTHHHHBAHHH (4 ) 2x6 (4) (4 ) (4 HH (4(4(4(4 2x6 HALLLLLLLLLLLLWWWWAYW 11411444 HA LLL 11 W 44 AY 11441444 ) 100 OR W144444444444 61 HS S 5 SS HSS5 SSSS 1 2"x5"x51 2"" TO FD N . T Y TO FD N TTFU LL H GT. GT LWAYLWAYWWULLLLWWHAYAY GTGTGTGT LLLLWWWW . (3) 13 4M G U 5 .5 - S D S M G M GG U G UU 5 U 5 U 5 U 5 .... D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S DD S D S DD S DD S D S DD SS D S D 555 U 5 U 5 U 5 U 5 U 5 U 5 M 5 S D DDD S D SS D S U 5 .5.5 5 5 5 M G M G EXISTING TRUSSES 2111111333333113(3) T21222 (3) T(((3 )T(( 1111 (2) 1 LSLMG U 3 . 6 3 - S D S S MG U3. 3SDS 2111222222222222222(4 ) 2 x 6 (421221212)2 6 1111 (5 ) 2 x 6 (5)2 6 (5 ) (5 (3 ) 2 x 66 2 x (3 ) ( 3 ) 2 x 6 6 3 ) ( EXISTING TRUSSES 7 ) 6 S-5020000 10 S-5025 (1) 112"x117 8" LSL LEDGER RIPPED 2x10 DECK JOISTSRxxTT FULL DEPTH AT DEEP END,ATT NN REMAINING DEPTH ATDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDRGG SHALLOW END = 6" MIND6"MIND 6 MINNNNNNNNNNNNNNNNNS DECK BEAM LAYOUTEEE SCALE 1/8" = 1'-0" 666666 S-502SSSS 502SSSSSS00 NOTE: EXISTING ROOF TRUSS LAYOUT IS ASSUMED TO BE AS SHOWN. IF SIGNIFICANT DIFFERENCES ARE OBSERVED IN THE EXISTING ROOF LAYOUT, NOTIFY CTL|THOMPSON. BE A R I N G WA L L 10 M G U 5. 5 - S D SS D S D SSSSSSSSSSSSSSSS D SS D S 5 G S "L EE 1010111111111111111111111110111011111111111111111101111111111111111111111111111111111111110111111 S-502-0 11 S-502S NOTE: LOWER ROOF TRUSSES ON EAST - WEST SIDES OF ADDITION ARE SHOWN AS ASSUMED BASED UPON AVAILABLE INFORMATION. IF SIGNIFICANT DIFFERENCES IN THE LAYOUT OF THOSE TRUSSES ARE OBSERVED, CONTACT CTL|THOMPSON. 2x1 2 L E D G E R 2x1 2 L E D GER NOTE: SEE SHEET S-120 FOR SHEAR REQUIREMENTS. (3) KKKKKKKKKKKKKKK 3)(3)3)3)(3) KKKK (3 FULL HGT. 512" x 13 4" LVL STUDS @ 12" O.C. 2x12 LEDGERxx1LDE 7 S-502 12 S-502 8 S-502S50220000 TYPICAL ELEVATIONS TOP OF STEEL W10 = 109'-1112" TOP OF STEEL W12 = 110'-1" FF = 110'-31 4" (2) 1 3 4" x 1 1 7 8" L V L (FL U S H ) 33 S-5022022 HERE PORTTTTTEEEE CCCCCOOCH OP O RT FL AT BOTTOM CHORDCOCHERECOCHERECHOR AF B HH C OO D FL AT BOTTOM CHORDCOCHERCOCHERMC F OO OHH CC O D FL AT BOTTOM CHORDCOCHERCOCHERC F HH C O D E N GI N EER ED ROO F N I E R E O F T RUSSES BY OTHE RS R S ES B O H R SS NOTE: FLOOR JOISTS ARE (1) 117 8" TJI 210 @ 16" O.C., U.N.O. T.O.S. THIS W12x106 ONLY = 109'-1101 2" W10x100 OR W12x79 (FLUSH) HSS5 x5 HH 5 H HSS5 x555 SS HSHH 555 5x SSSSSSSSSSSSS5555 SS5x5x5 5 2x12 FLOOR LEDGER (3)E 51 2" x 11 4" LSL FULL HGT. STUDS @ 16" O.C. @ ELEVATOR WALLS 00000 2x12 FLOOR LEDGER AT STAIR LANDINGNDING (2) 1 3 4"x 11 7 8" L V L (2 ) 1 3 4"x 11 7 8" L V L (2 ) 1 3 4"x 11 7 8" L V L (3) 111111()1133333 44"x11x7 8" LVL (FLUSH)LLLLLLVLL L HFF MGU5.5-S D S555555555555555555555G5GU5S.555555 S- MGU5.5-S D SDDGMGGMMGMMMMMMMMMGGGMGMGMGU55-S S55 (4) 1 3 4"x 1 1 7 8" LV L ( F L U S H ) ((4 ) 1 3 4"x11 7 8" LV L (FL U S H ) 66 S-502S5 66 S-50252 2x12 FLOOR LEDGER 512" x 11 4" LSL FULL HGT. STUDS @ 16" O.C. @ ELEVATOR WALLS ( SS LUS SSHSHSH)LUSM(FBEAUEE UU LEL D O R ER W10x54 (3 SPAH S S 3 S 3 S 3 S 3 S 3 H S S 1 22"x 3 "x 3 11 22" (3) PLY LVL RIM CONTINUOUS AT FLOOR J (3) PLY LVL RIM CONTINUOUS AT FLOOR JOISTSJOISTS HU HAN GER , HU HAN GER TYPICAL EA CH TYYP TYP CAL ACCH JOISTTT JOISTTTTTTT OO STTTTTT W 333333333333333333333333333333)T3)T)T)T)T)T)T)T)T)T333333)T)T)T)T)T)T)T333333)3)T)T)T 111111111111111111111111111111111111111166666666611111116666666611111666 5555555555555 STSSSTSSSS LLLLLLLLLLLLLLLLLLLLLLL 33 NOTE: x ALL HSS COLUMNS SHALL HAVE 1 4" WALL THICKNESS. x CONNECT BEAMS TO COLUMNS WITH SHEAR TABS (DETAIL 4/S-501) W14x53 STEEL BEAM W14x74 STEEL BEAM W14x43 STEEL BEAM ER HSS5 x5 HHHHHHHHHHHHHHHHHHHHHH x5 S GEE H S S 5 x 5 HH S S 5 5 H S S 5 x 5 H S S 5 5 TEEEEEEEEEETEEEEEEEEEEEE 22222222222222222222222222222222222222222222222222222222222222222222233333333333333333333333333333333333333333333333332222222222222222222222222222222222222222222222222222222222222222222222222222MMMMMMMMMMMMMMMMMBBBBBMMMMMMBBBBBBMMMMMMBEEEEBBBEEEEEEBBBEEEL BBBEEEEEEEEEE222222222222222222222222222211111111121211111112121112122222222222222221111111111212111111112112122222222222222222222222222222222222222222222 E AA S-3000 AAAA S-300S 300 " A W1 0 x 7 7 S T " ) EE L B E A M ( F L U S H ) VV ) 1 G 51 S E EE B S-300 BB S-300SS NNNNNEEEEEW EEEELEEEEEVVVVV HSS5x 5 NN ELEVELE 33 ))))))))))) DN UP WOMEN'SMOOOMMMMMN RRRR 111111111 N'SNSSSSSSSSSME RRR 110 3500 NEW ELEV VEST.. 100 SUNDRY 105 ELEV. LOBBY 1091 BACK OFFICE 104 DESK 103 LOBBY 101 HALLWAYW 11411444 LOUNGE 102 PORTE COCHERE POOL 112 7'36'x176'x177 ENTRY 113 .TECHHHHT 106 STRGEMPLYLY RRRR BAG STRG2112 213 215 216 217 218 219 220 221 222 223 224 225 MECH/ST 226 233 2322 231 230 BATH STRG.SSSSSSS .SSSSSSS GGSSSS 4500 NEW ELEV ELEV.LE RECESS 116 VEND. 107 PO 2 7'1776'x1x36WOMEN'SN 1 VE 1 7 2 . 1 C 0 1 L 7 E U 1 M R N 2 P R G YY B F 1 C F 0 8 K C TR S A T G G 2 D 1 U E 0 N 0 K D 5 Y 0 OB 0 H Y A 11 L 44 WAY R E E E E 1 EEV S V ME R 1 E L NN R 0 V B 0 E V B 9 T 0 2 1 2 23 2 S RG 2 BA H P 666 O 1 2 11 P NMM R 1 W 2 O RT H 41441114 22222112222 VVVVVVVVVVVVVVVVVEEVVVVVVVVVVVVVVVVVVVVVVEEEEEEEELELLLLLEEEEEEEEEEVVEVVVVVVVVVVVVVVVVVVELEVEEEVVVVVVVVVVVVVVVVVVVVVVVVVEEEELLLVVVVEEEVVVVVVVV ....... 213 22222222 E 2 H 230 231 232 SSSSSSSSSSSSSSSSSSSSSSSSS Y 232232 EEEEEEEEEEEEEEEE VVVVVVVVVVVVVVVVVVV 22 TT 44 WW 3 777 L 1 2 3 4 5 6 7 8 9 10 11 12 LOWER ROOF / UPPER FLOOR BRACED WALLS AND HOLD DOWN PLAN C T L T H O M P S O N PR O J E C T L O C A T I O N : CL I E N T : co n t a c t : DATE: PROJECT # SCALE: PER PLAN DESIGN/CHK: DRAWN: RE V I S I O N / I S S U E DA T E NO . 31223 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBH DES FC08673.000 10/07/2019 BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E 15OF SHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 LO W E R R O O F / U P P E R FL O O R F R A M I N G P L A N S-121 SCALE 1/8" = 1'-0" 1 22 1 11 111111 111111111111111111111111111111111 22 111111111111111111111111111111 1122 23 S-503S033 EMPLEP 11111111111 S 503EMPLEMPL5MM3PP 1 S-503S533 2 S-503S0 1 S-5030S3 11 S-50350000000000S0K 11 S-50353 3 S-503-3- 2BBBBBBBBBBBBBBB 2222 1 S-503SSS0 22 HHH11 S-503S5322 NOTES* HOLDDOWN (HD) SCHEDULE HD #MANUF. / MODEL 1 HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS. FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE ARCH PLANS FOR DIMENSIONS) SYMBOL 2 SIMPSON MSTC66B3 EQUAL LENGTH OF STRAP TOP AND BOTTOM OVER RIM. STRAP EACH SIDE OF WALL TO BEAM BELOW. CS14 STRAP WITH 16" END LENGTHS (TO POST ABOVE AND BELOW 1. ALL EXTERIOR SHEATHING VERTICAL EDGES SHALL FALL UPON 2X6 STUDS SPACED 16" O/C TYP (SEE PLAN). 2. HORI1ONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SI1E TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL SHOWN ABOVE. 3. EXTERIOR WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE IN ACCORDANCE WITH IBC TABLE 2340.10.1. 4. WHERE JOISTS ARE PERPENDICULAR TO INTERIOR BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN-LINE WITH THE BRACED WALL PANELS. 5. WHERE JOISTS ARE PARALLEL TO THE INTERIOR BRACED WALL LINES ABOVE DOUBLE JOISTS SHALL BE INSTALLED UNDER AND IN-LINE WITH THE BRACED WALL LINE ABOVE. 6. ATTACH BOTTOM PLATE OF INTERIOR WIND SHEAR WALLS TO BLOCKING/BEAMS WITH (3) 16d COMMON NAILS AT 16" (in.) O.C. (OR (1) 16d COMMON NAIL AT 5" (in.) O.C.). BRACED WALL PANEL SCHEDULE - STUDS @ 16" NOTES: 7/16"8d COMMON 16 ga 1 3/4" STAPLES 12"6" 6"3" 7/16"8d COMMON 12"3" 1/2" 1 OSB or PLYWOOD ONE SIDE GYPSUM BOARD BOTH SIDES OSB or PLYWOOD EXTERIOR ONLY RATED STRUC. SHEATHING TYPE ALL EXTERIOR UNLESS NOTED OTHERWISE SHTH. THICKNESS MINIMUM WALL DESIGNATION HORI1ONTAL EDGES BLOCKED? CONNECTOR TYPE (OR EQUAL) EDGE SPACING FIELD SPACING YES (NOTE 2) YES (NOTE 2) 4"4"2 YES (NOTE 2) 3 SIMPSON STHD14RJ 16 ga 1 3/4" STAPLES 2 62HHCHHHH 06 C 0 22222 UU YYYYYYYYYUUUYYYYYYUUUUYYYYYYUUUUYYYYYYYYYYYYYYYYYYYYYYYUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUSUGUNDRYNDYUUUUUUUUUNDRY 10505 YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYNDRYNDYNDRYNDYYNDRYYYYYYYYYYY1DDS-503NDRYNDRYSNN5DD3 DN HALLWAY 200 STAIRS BALCONY 3500 NEW ELEV 314 305 307 309 11 ADA 301 303 ADA 302 STRG 300 312 310 ADA 30 308 306 317 319 321 323 ADA 325 ADA 327 BALCONY ROOF TOPRP MECH. ELEV. LOBBY 331 STG./ H.K. 360 ICE 390ROOF HATCHHHHHHHHHHHH 4500 NEW ELEV ELEV.EL LOBBY 317A 31 BB . AAD 6 3 A 3 A 3 AA A S 33 A R 3 A A H T O H F A 3 O 7 0 0 3 0 1 1 E L 5 L O LL B VV A 1 N E 3 3 W E 0 E E 3 A L A 2 0 A 22 O 3 D 2 D A 3 A AA 360 STRG 00 / RSRSRSR E 5 33 A .T H RR HATHT OFF CHHHHHHHH ROOO O M ROR M T ECHM EWEN 360360 E HH NY AA 77 TTT 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F LEVLEVEVEVEE (3) T (3(3)(3(( TT C T L T H O M P S O N PR O J E C T L O C A T I O N : CL I E N T : co n t a c t : DATE: PROJECT # SCALE: PER PLAN DESIGN/CHK: DRAWN: RE V I S I O N / I S S U E DA T E NO . 312213 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBH DES FC08673.000 10/07/2019 BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E 15OF SHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 ROOF FRAMING PLAN RO O F F R A M I N G P L A N S-130 SCALE 1/8" = 1'-0" GIRDER TRUSS BY OTHER ELEVL 313 E N G INEERE DREEEE NNN ERGIEEGINNNNNNNNNNNNNNNNNNNNNNENNNENNNENGNEE EDREREREREREREREEEREREEREREEEEREREEEEEEEEEEEEEEEEEEEEEEEEEEREREREREREREEREREREREEEREREEEREREEEREREREEEREREEEREREEEREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE G I N EGINENN TRUS S E S B Y O THEROOOBBBBBBBBYSSSBBBBBBBBBBB T RRTRTRR B Y RR S S S Y O T HEOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOTHE RTHERHEHE GIRDER TRUSS BY OTHER GIRDER TRUSS BY OTHER GIRDER TRUSS BY OTHER UPPER ROOF OUTLINE CANTILEVER TRUSSESS ROOF BEARING WALLS CANTILEVERAA TRUSSES CANTILEVER TRUSSES GI R D E R T R U S S BY O T H E R GI R D E R T R U S S BY OTHER HF28 HF28 HF212 LVL212 (3) T (3(33333 HF28 HF212 HF212 LVL28 (3 ) T (3 ) T)T ) LVL28 LVL28 HF28 HF28 LVL212HF210HF210HF210HF210 LVL210 (2 SPAN) HF210HF28HF28LVL312HF210LVL28HF28 HF28 H H F 2 8 2 8 H 2 8 2 8 H 2 8 2 8 2 8 2 8 H F H F HHHH 8 (3) T33)(4) T)T (4) T (4) T)T4) LVL28LVL28LVL212 HF28 HF28 LVL212 HF210 (5) T()T HF210 (3) T)T) LVL210 CONTINUOUS (4) T (4) (2 ) 2 x 1 2 6x 6 P OS T, P OS TTTTTTTT TYP. T . LVL210, CONTINUOUS (3 ) TTT ) T ) T ) T 3) T ) T (3 TT (33 TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT (3 ) T ) (3 T ) 3) T ) T 3 T 3) T (3 ) T ) (3 T ) (2 ) 2 x 1 2 LVL210, CONTINUOUS (5 ) TT ) T ) TT (5 ) T ) T (5 ) (5 )5) (5 ) TTTTTTTTTTTTTTTTTTTTTTTTTTTTTT (5 ) T (5 ) (5(5 (2 ) 2 x 1 2 (3) TTTT)T)T)T3)T)T)T (33(3))TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT (3 ) T (3 ) LVL210, CONTINUOUS (3 ) T TTT 3) TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT (((3 ) T 3) LVL210, CONTINUOUSLVL28 (4 ) T TTT)T)T)T 4) T )T (4 )T)TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT (4(444(4(4 (4 ) T (44)4 LVL210, CONTINUOUS (3) TTTT)T)T)T3)T)T3)T)TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT (3 ) T 3) LVL210, CONTINUOUS (5) 2 x 6)2 6 (2) 2 x 1 2 (2 ) 2 x 1 2 (2 ) 2 x 1 2 11111111111 1111111111 111 1 503S-S-S 05 1 1 S-503-3 1 S-503S3 11 S-5035 1 S-503333S3 11111111 S-5035 1 S-503S0 11 S-503-3 11 S-503S0 111 S-5035 1 S-503503S33 11 S-5035 11 S-5035 111 S-50333S0 1 S-503S0 1 S-503S3 1 S-5030000 111 S-50355-505555 1 22 2 11 22 NOTE: COORDINATE RTU SUPPORT AND ACCESS OPENING WITH TRUSS MFR. COORDINATE LAUNDRY EXHAUST OPENING W/ TRUSS MFR. RTU UNIT SPECS: WEIGHT: 1392 LB LENGTH: 67.0 IN WIDTH: 87.0 IN HEIGHT: 40.80 IN FFFF NOTES* HOLDDOWN (HD) SCHEDULE HD #MANUF. / MODEL 1 HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS. FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE ARCH PLANS FOR DIMENSIONS) SYMBOL 2 SIMPSON MSTC66B3 EQUAL LENGTH OF STRAP TOP AND BOTTOM OVER RIM. STRAP EACH SIDE OF WALL TO BEAM BELOW. CS14 STRAP WITH 16" END LENGTHS (TO POST ABOVE AND BELOW 3 SIMPSON STHD14RJ SB1x30 EMBED. INSTALL PER MANUFACTURER`S SPECIFICATIONS. ATTACH HDU TO (4) 2x6 COLUMN (MIN.) (3) K (3) K (3(((( 512"x13 4" LVL KING STUDS @ 12" O.C. FULL HEIGHT (5 ) K (5 K (5) (5(5(55555))))))) KKKKKKKK 55 K ) KK (5 ) K (5(5(5 (5 ) K )K ) K (5(5 1. ALL EXTERIOR SHEATHING VERTICAL EDGES SHALL FALL UPON 2X6 STUDS SPACED 16" O/C TYP (SEE PLAN). 2. HORI1ONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SI1E TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL SHOWN ABOVE. 3. EXTERIOR WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE IN ACCORDANCE WITH IBC TABLE 2340.10.1. 4. WHERE JOISTS ARE PERPENDICULAR TO INTERIOR BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN-LINE WITH THE BRACED WALL PANELS. 5. WHERE JOISTS ARE PARALLEL TO THE INTERIOR BRACED WALL LINES ABOVE DOUBLE JOISTS SHALL BE INSTALLED UNDER AND IN-LINE WITH THE BRACED WALL LINE ABOVE. 6. ATTACH BOTTOM PLATE OF INTERIOR WIND SHEAR WALLS TO BLOCKING/BEAMS WITH (3) 16d COMMON NAILS AT 16" (in.) O.C. (OR (1) 16d COMMON NAIL AT 5" (in.) O.C.). BRACED WALL PANEL SCHEDULE - STUDS @ 16" NOTES: 7/16"8d COMMON 16 ga 1 3/4" STAPLES 12"6" 6"3" 7/16"8d COMMON 12"3" 1/2" 1 OSB or PLYWOOD ONE SIDE GYPSUM BOARD BOTH SIDES OSB or PLYWOOD EXTERIOR ONLY RATED STRUC. SHEATHING TYPE ALL EXTERIOR UNLESS NOTED OTHERWISE SHTH. THICKNESS MINIMUM WALL DESIGNATION HORI1ONTAL EDGES BLOCKED? CONNECTOR TYPE (OR EQUAL) EDGE SPACING FIELD SPACING YES (NOTE 2) YES (NOTE 2) 4"4"2 YES (NOTE 2)16 ga 1 3/4" STAPLES (5 ) K (5(5 ) K (5 ) K (5((5 K (5) K (5) (5 ) K (5) (5(5 ) K (5 K)KK (5 ) (55555555))))))))) KKKKKK 5))))) K ) K (5 ) K (55)5 (5)K (5)))))))) KKKKKKKK))))) K 5) K 55)5)K ) K (5) (5 W8 x 1 3 , EL E V A T O R SA F E T Y B E A M NENE ELE B 33 E LOBB12ELEL LOLO E LOS-501SLOBLOB5LOLOSS HFHF(3 ) K (((3 ) (3) (((((3(3(( (3) K (3 ) K KK HFHF NOTE: ROOF TOP MECHANICAL AREA; COORDINATE EQUIPMENT SUPPORT AND ACCESS WITH TRUSS MANUFACTURER. UNIT SPECS: WEIGHT: 1400 LB LENGTH: 64 IN WIDTH: 60 IN HEIGHT: 60 IN RRR NOTE ROOF TRUSS DESIGN LAYOUT: THE FOUNDATION AND STRUCTURAL DESIGN FOR THIS PROJECT IS BASED UPON THE TRUSS LAYOUT INDICATED ON PLANS. IF THE TRUSS LAYOUT DIFFERS FROM THE ONE SHOWN, PLEASE CONTACT CTL|THOMPSON FOR DESIGN REVISIONS PRIOR TO CONSTRUCTION. 8 S-503 8 S-503 8 S-503 T 8 S-503-- 88 S-503 8 S-503 NOTE: COORDINATENNATENTTTT ROOFF OPENINGSENENEE W/ TRUSSRUW/TR MFR.R OOOOO HAHHH 210 (5 ) 2 x 6 ( 2 ) NOTE: ALL POSTS AND TRIMMER STUDS MUST HAVE A CONTINUOUS AND ADEQUATE LOAD PATH TO THE FOUNDATION. BLOCK FLOOR DIAPHRAGM BELOW POSTS AND KING STUDS W/ BLOCKING EQUIVALENT TO THE POST OR TRIMMER STUD. CONTINUE POSTS AND TRIMMER STUDS INTO THE STORIES BELOW UNTIL THEY ARE TERMINATED AT THE FOUNDATION OR A HEADER OR BEAM PER THE PLAN. W8x13, ELEVATOR SAFETY BEAM 4 EE 121 S-501150S00 GIRDER TRUSS OR TRUSS BEARING WALL EACH SIDE OF ELEVATOR HF210 TTTTTTTTTTT)T))))))))TTTTTTT)T)T)))))T)))) VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVEEELEEEEEEEEEELLLELEEEELLLELELLLLLLLLLLELLLLELEEEEEEEEEEEEEELELELLLLLLLLLLLELEELLLEELLLLLLLL 33 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F ROOF SNOW LOADING DIAGRAM C T L T H O M P S O N PR O J E C T L O C A T I O N : CL I E N T : co n t a c t : DATE: PROJECT # SCALE: PER PLAN DESIGN/CHK: DRAWN: RE V I S I O N / I S S U E DA T E NO . 31223 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBH DES FC08673.000 10/07/2019 BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E 15OF SHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 RO O F S N O W L O A D I N G DI A G R A M S-131 SCALE 1/8" = 1'-0" Pd = 25 PSF Pd = 25 PSF Pd = 25 PS F PS PPd 5PPS Pd 5PPS Pd = 25 PSF Pd = 25 PSF Pd = 25 PSF Pd = 3 5 PS FSF PSPS FSF PS FFFF P 35 SFSSSFF =335 5 PPPPPP 33335555PSSFFFF Pd = 25 PSF Pd = 25 PSF Pd = 3 5 PS FF P FFF Pd =35PPS FF 3 PPPSPS FFFF PdPd = PdPdPdPdd=3 PP5P5PPSPSPSPS FFSFFFFFFFFFFFFF Pd = 25 PSF Pd = 25 PSF Ps = 51 PSF Pd = 39 PSF Pd = 25 PSF Pd = 25 PSF Pd = 25 PSF Pd = 25 PS F d 5PSF dd 55PPSSSSSFSF PPPP 25555 =dddPPPPPPPPPP Pd = 25 PSF Pd = 25 PSF Pd = 27 PSF Pd = 28 PSFdPPPdd=== 9' - 0 " - 9' - 0 " 9'-0"9'-0" 9' - 0 " 9- 0 9' - 0 " 9- 0 9'-0"9'-0"6'-0"6'-0"9'-0"9'-0"9'-0"9'-0"6'-0"6'-0"4'-4" 8' - 0 " 9'-0" 1'-5"1'-5" 9' - 0 " 3'-9"'33 -93'-9"""3 9' - 0 " 0 9'-0"9'-0" 9' - 0 " 9' - 0 " """" 9 0""""00 999999 0000""""""""" 9' - 0 " 9 000 999999 -0000 5'-0" P d = 3 5 P S F S d = 3 SS F dd == 33 P S F SSS FF SSSSSSS 5 3333 === d 9' - 0 " 9' - 1 1 " P d = 3 5 P S F P d d F d P d P d P d 3 = PP S P d P d P d == 3 5 3 PP S P S F P S P S SS PPP ==== P d P d P d P d 3'-1" 11'-1"11'-1" SNOW LOAD DIAGRAM Pd Pd PfPf LENGTH 11 ' - 5 " 5'-0"5'-0"18'-3" 11'-1"11'-1" 18'-0"9'-0" 18'-0"9'-0" 21'-4"1 12'-0" 15 ' - 1 1 " 1 20 ' - 3 " 14 ' - 3 " Pd = 2 5 P S F Pd = 225 PSSF PPdd 2 = 22525 PPSFSF PPPPPdddd = 2 = 2 = 25252525 PPPPSFSFSSF 18'-0"9'-0"Pd = 2 5 PS F P 25 PSF PP 255 PP FF PPPd 2555 PPPPSFSFS 10 ' - 1 " 15 ' - 1 1 " 1 10 ' - 1 " Ps = 51 PSF EXIST. WALL HGT. NEW WALL HGT. 1 2 3 4 5 6 7 8 9 10 11 12 1565666 1555111 154 1521 151 150111 149 1488 147 146666 145 144 1431 BIKEBBBBBB STRGTTSSTTT L010L0L0LL0L0 STRGR L01115333 214 21555522 2162111666666 217222122211177 21888888888 21922222111221111999 22002222 22122 2222 2232 22424 2255 226 227STRGRT 3055 3073007 3099 311111 ADAAADADDDDAA 3011131 303333 3177713331 31999933319 3213322233 3232223332 ADAADADDAA 32552325 ADAADADDAAA 32732237ELEVVVVVV LOBBYYYBBB EXIST. UNIT 148 EXIST. WALL HGT. NEW WALL HGT. EXIST. UNIT 222 UNIT 319HALLWAYELEV. LOBBY POOL HOUSE BALCONYN BALCONYNHALLWAY HALLWAY OLLLPOOO IP.PPEQU Y Y A B C D E F CC TT LL TT HH OO MM PP SS OO NN PR O J E C T L O C A T I O N : PR O J E C T L O C A T I O N : CL I E N T : CL I E N T : co n t a c t : co n t a c t : DATE:DATE: PROJECT #PROJECT # SCALE:SCALE: PER PLANPER PLAN DESIGN/CHK:DESIGN/CHK: DRAWN:DRAWN: RE V I S I O N / I S S U E RE V I S I O N / I S S U E DA T E DA T E NO . NO . 333112222233 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . RE S T R I C T I O N S . CO P Y R I G H T CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m ww w . c t l t . c o m SHEET NUMBER:SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O ST E V E L A N E ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBHTDM/SBH DESDES FC08673.000FC08673.000 10/07/201910/07/2019 BE S T W E S T E R N R E M O D E L BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E BA S 1 S A R C H I T E C T U R E 1515OFOF SHEETSSHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 10 . 3 1 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 0 5 . 1 9 12 . 0 5 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E 12 . 1 2 . 1 9 12 . 1 2 . 1 9 BU I L D I N G S E C T I O N S S-300SECTION AT GRID - E SCALE 1/8" = 1'-0" TYPICAL SECTION SCALE 1/8" = 1'-0" NOTE: A MAJORITY OF GROUND LEVEL NEW BEAMS CAN BE OMITTED IF NEW THIRD FLOOR BEAMS ARE ALLOWED TO BE 14" DEEP. NEW FLUSH LVL RIM, SEE PLAN NEW STEEL BEAM, SEE PLAN APPROXIMATE LOCATION OF FLUSH STEEL BEAM AS PART OF 2003 ADDITION APPROXIMATE LOCATION OF EXISTING FLUSH STEEL BEAM TL T H O M P S O N CC TT LL TT HH OO MM PP SS OO NN PR O J E C T L O C A T I O N : PR O J E C T L O C A T I O N : CL I E N T : CL I E N T : co n t a c t : co n t a c t : DATE:DATE: PROJECT #PROJECT # SCALE:SCALE: PER PLANPER PLAN DESIGN/CHK:DESIGN/CHK: DRAWN:DRAWN: RE V I S I O N / I S S U E RE V I S I O N / I S S U E DA T E DA T E NO . NO . 331122 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . RE S T R I C T I O N S . CO P Y R I G H T CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m ww w . c t l t . c o m SHEET NUMBER:SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O ST E V E L A N E ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBHTDM/SBH DESDES FC08673.000FC08673.000 10/07/201910/07/2019 BE S T W E S T E R N R E M O D E L BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E BA S 1 S A R C H I T E C T U R E 1515OFOF SHEETSSHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 10 . 3 1 . 1 9 12 . 0 5 . 1 9 12 . 0 5 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 1 2 . 1 9 12 . 1 2 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E FO U N D A T I O N DE T A I L S S-500 FO U N D A T I O N FO U N D A T I O N FO U N D A T I O N DE T A I L S DE T A I L S DE T A I L S EXISTING SLAB PAD FOOTING SOUTH DECK PEDESTAL NORTH ENTRY ROOF PEDESTAL 1 6 7 8 9 10 11 12TIE IN NEW FOUNDATION WALL 2 3 4 5TYPICAL ISOLATED INTERIOR PAD 9'-0" FOUNDATION BASEMENT WALL 10'-0" FOUNDATION BASEMENT WALL TYPICAL COUNTERFORT CURB - INTERIOR STRIP FOOTINGFROST DEPTH FOUNDATION PER PLAN 12 " 3" STEEL COL. PER PLAN 112" NON-SHRINK GROUT LEVELING BED ISOLATION JOINT BASE PLATE AND ATTACHMENT PER DETAIL 3/S-501 CONCRETE PAD PER PLAN CONCRETE SLAB PER PLAN REINFORCE WITH (2) MATS OF #4 REBAR @ 12" O.C. EACH WAY, TOP AND BOTTOM PLAN VIEWS NEW FDN. WALL AND REINFORCING PER PLANS AND DETAILS EXISTING FDN. WALL DRILL & EPOXY #4 BAR TO MATCH NEW WALL REINF. MIN.EMBEDMENT 6" INTO EXISTING, 24" MIN INTO NEW FDN WALL. 24" MIN6" 30 " M I N PER PLAN 3 1 / 2 " PE R PL A N FRAMING PER ARCH. /STRUC. PLANS SIMPSON ABU SERIES POST BASE PER HANGER SCHEDULE CONC. PILASTER PER PLAN W/ (8) #4 BARS (1) EACH CORNER & #3 TIES @ 12" O.C. THUS, CONCRETE PAD PER PLAN 18" 18" 2" MIN. (1) #4 BAR DOWELS TO MATCH VERT. REINF. ABOVE THUS, (ALT. HOOK DIRECTION) 24 " 6" REINFORCE WITH (1) #4 BAR REBAR @ 12" O.C. EACH WAY PE R PL A N 9' - 0 " M A X PER PLAN 8" 2" TYP 24 " 6" FRAMING PER ARCH. AND STRUCTURAL PLANS ANCHOR BOLTS PER GENERAL NOTES 8" (IN) THICK CONCRETE WALL WITH 2-#4 BARS TOP, & BOTTOM (8" (IN) MAX FROM T.O.W. OR B.O.W.) 2-#4 BARS @ 30" O.C. MAX. 1-#4 BAR VERT. AT 24" (IN) O.C CONC. FTG. PER PLAN 1-#4 VERT. BAR DOWELS TO MATCH VERT. REINF. ABOVE THUS, (ALT. HOOK DIRECTION) 1 2" (IN) ISOLATION JOINT CONCRETE SLAB PER PLAN 112" GYPCRETE DBL. SILL PLATE ON FLOOR SHEATHING PER GENERAL NOTES EXISTING SLAB 12 2 2x SHEAR BLOCKING IN DIAPHRAGM ALONG SILL PLATE; ATT. TO SILL PLATE W/ (1) A35 CLIP AT 16" O.C. PER PLAN OOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOO OOOOOOOOOOOOOOOOOOOOO OOOOOOOOO OOOOOOOOOOOOOOOOOOOOO 10 ' A T GR I D L I N E A POST PER PLAN WITH FRAMING PER ARCH/ STRUCTURAL PLANS SIMPSON POST BASE MPB88Z PILASTER TO BEAR PER SOILS REPORT CONC. PILASTER WITH REINFORCING AS SHOWN. 22" 22 " PILASTER PLAN VIEW 2" CL E A R , TY P . 36 " 6" ANCHOR BOLTS PER GENERAL NOTES CONC. FTG. PER PLAN W/ 2 #4 BAR DOWELS THUS, 8" THICK COUNTER-FORT PER PLAN W/ #4 BARS @ 12" (IN) O.C. EACH WAY. CENTER REINF. IN WALL & HOOK HORIZ. STEEL 24" (IN) TO BASEMENT FDN WALL (ALTERNATE) PE R P L A N PER PLAN 6" MI N . 2" TYP. PER PLAN 3" CL E A R 1' - 4 " MA X 1 1 DBL. 2x4 PLATE AND TOP MTD. JOISTS HANGERS COMPACTED BACKFILL PER GENERAL NOTES BASEMENT FDN SEE DETAIL THIS SHEET 10 ' - 4 " M A X 8' - 0 " M I N . 10% SLOP E FRAMING PER ARCH. AND STRUCTURAL PLANS 112" GYPCRETE WITH DBL SILL PLATE ON FLOOR SHEATHING PER GENERAL NOTES PERIMETER DRAIN PER GENERAL NOTES 1 1 PE R PL A N PER PLAN 8" 2" TYP 10% SLOP E 24 " 6" ANCHOR BOLTS PER GENERAL NOTES COMPACTED BACKFILL PER GENERAL NOTES 8" (IN) THICK CONCRETE WALL WITH 2-#4 BARS TOP & BOTTOM (8" (IN) MAX FROM T.O.W. OR B.O.W.) 2-#4 BARS @ 30" O.C. MAX. 1-#4 BAR VERT. AT 24" (IN) O.C EXCAVATION PER OSHA CONC. FTG. PER PLAN PERIMETER DRAIN PER GENERAL NOTES 1-#4 BAR DOWELS TO MATCH VERT. REINF. ABOVE THUS, (ALT. HOOK DIRECTION) 1 2" (IN) ISOLATION JOINT CONCRETE SLAB PER PLAN 10 ' - 4 " M A X . DBL. 2x4 PLATE AND TOP MTD. JOISTS HANGERS 112" GYPCRETE, DBL. SILL PLATE ON FLOOR SHEATHING PER GENERAL NOTES 1 1 PE R PL A N PER PLAN 2" TYP 24 " 6" COMPACTED BACKFILL PER GENERAL NOTES 8" (IN) THICK CONCRETE WALL WITH 2-#4 BARS TOP & BOTTOM (8" (IN) MAX FROM T.O.W. OR B.O.W.) 2-#4 BARS @ 30" O.C. MAX. 1-#4 BAR VERT. AT 24" (IN) O.C EXCAVATION PER OSHA CONC. FTG. PER PLAN PERIMETER DRAIN PER GENERAL NOTES 1-#4 BAR DOWELS TO MATCH VERT. REINF. ABOVE THUS, (ALT. HOOK DIRECTION) 1 2" (IN) ISOLATION JOINT CONCRETE SLAB PER PLAN 10 ' - 4 " M A X . 112" GYPCRETE, DBL SILL PLATE ON FLOOR FLOOR SHEATHING PER GENERAL NOTES ANCHOR BOLTS PER GENERAL NOTES POOL AREA SLAB PER PLAN 2"6" 10'-0" FOUNDATION BASEMENT WALL PER PLAN 12 " CONCRETE PAD PER PLAN SAWCUT EXISTING SLAB AND REMOVE CONC. AND GRAVEL TO UNDISTURBED SOIL 12" EXP. JT. MATERIAL 3" CL R . STEEL COL. PER PLAN 112" NON-SHRINK GROUT LEVELING BED BASE PLATE AND ATTACHMENT PER DETAIL 3/S-501 REINFORCE WITH (2) MATS OF #4 REBAR @ 12" O.C. EACH WAY, TOP AND BOTTOM PER PLAN 24 " 6" PE R P L A N 30 " M I N . 1 1 2" TYP ANCHOR BOLTS PER GENERAL NOTES 8" (IN) THICK CONCRETE WALL WITH 2-#4 BARS TOP & BOTTOM (8" (IN) MAX FROM T.O.W. OR B.O.W.) CONC. FTG. PER PLAN PERIMETER DRAIN PER GENERAL NOTES 1-#4 BAR DOWELS TO MATCH VERT. REINF. ABOVE THUS, (ALT. HOOK DIRECTION) 1 2" (IN) ISOLATION JOINT CONCRETE SLAB AT POOL AREA PER PLAN COMPACTED BACKFILL PER GENERAL NOTES (1) #4 BAR VERT. AT 18" (IN) O/C PER PLAN PE R PL A N 312" TREATED 2x SILL PLATE 1 2" (IN) ISOLATION JOINT EA. SIDE CONTINUOUS CONCRETE FTG. PER PLAN 2 6 6" CONC. SLAB PER PLAN FREE DRAINING GRAVEL BEARING PER SOILS REPORT ANCHOR BOLTS PER GENERAL NOTES NOTE: SMOOTH TROWEL TOP OF ALL INTERIOR PADS AND FOOTINGS 4" TALL x6" WIDE CONTINUOUS CONC. STEM POURED INTEGRAL W/ FTG. 3" 18 " MI N . DOOR PER PLAN SEE DETAIL THIS SHEET FOR VERT. SPACING EQ . EQ . EQ . TOP REINF. PER WALL DETAILS, THIS SHEET INTERMEDIATE HGT. REINF. SEE DETAIL THIS SHEET, TURN DOWN AS SHOWN (2) #4 VERT BARS REQUIRED EACH SIDE OF OPENING BOTTOM REINF. SEE DETAIL THIS SHEET 18 " CONC. FOOTING PER PLAN (2) #4 HORIZ. 3" (IN) ABOVE WINDOW, EXTEND x 30" (IN) MINIMUM BEYOND OPENING CONC. SLAB PER PLAN INTERMEDIATE HGT. REINF. SEE DETAIL THIS SHEET, TURN DOWN AS SHOWN SIMPSON MPB88Z POST BASE. INSTALL PER MFR`S SPECS. PLAN VIEW 3" EXTENSION AT TIE HOOK, TYP., (12" CLEAR FROM MPB88Z) #4 HORIZ. TIES @ 3" SPACING (SQUARE AND DIAMOND SHAPED TIES) (8) #5 VERTICAL REBAR HOOKS @ 6" O.C. #4 HORIZONTAL PERIMETER BARS AS SHOWN (3) ROWS - TOP, MIDDLE, BOTTOM. HG T . 6" OPENING IN FOUNDATION WALL CC TT LL TT HH OO MM PP SS OO NN PR O J E C T L O C A T I O N : PR O J E C T L O C A T I O N : CL I E N T : CL I E N T : co n t a c t : co n t a c t : DATE:DATE: PROJECT #PROJECT # SCALE:SCALE: PER PLANPER PLAN DESIGN/CHK:DESIGN/CHK: DRAWN:DRAWN: RE V I S I O N / I S S U E RE V I S I O N / I S S U E DA T E DA T E NO . NO . 331122 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . RE S T R I C T I O N S . CO P Y R I G H T CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m ww w . c t l t . c o m SHEET NUMBER:SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O ST E V E L A N E ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBHTDM/SBH DESDES FC08673.000FC08673.000 10/07/201910/07/2019 BE S T W E S T E R N R E M O D E L BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E BA S 1 S A R C H I T E C T U R E 1515OFOF SHEETSSHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 10 . 3 1 . 1 9 12 . 0 5 . 1 9 12 . 0 5 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 1 2 . 1 9 12 . 1 2 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E ST R U C T U R A L DE T A I L S S-501 W12 FLUSH BEAM, (W14 SIMILAR) HOLD DOWN STRAP AT FOUNDATION 1 6 7 9 10 11 12 2 3 4 5W10 FLUSH BEAM HSS TO WF BEAM, TOP - BOTTOM CONNECTION TYPICAL BEARING PLATE TO STEEL BEAM SHEAR TAB DETAIL AND SCHEDULE BEAM POCKET - LVL STL COLUMN PER PLAN WF BEAM PER PLAN WOOD PLATE ATTACH TO WF BEAM PER DETAIL 3/S-501 JOISTS PER PLAN W12 STEEL BEAM PER PLAN WOOD PLATE ATTACHED TO WF BEAM PER DETAIL 3/S-501 FLOOR JOISTS PER PLAN FLOOR SHEATHING PER GENERAL NOTES 122 BEAM PER PLAN 3 4" THICK STEEL WEB STIFFENER, AT CENTERLINE OF COLUMN. ATTACH WITH 1 4" FILLET WELD ALL AROUND ATTACH BASE PLATE TO STEEL BEAM W/ (4) 3 4"Ø A325 OR BETTER THROUGH BOLTS, NUTS, AND LOCK WASHERS HSS COLUMN PER PLAN 3 4" THICK STEEL WEB STIFFENER, AT CENTERLINE OF COLUMN. ATTACH WITH 1 4" FILLET WELD ALL AROUND CAP PLATE PER 7/S-501 (4) 3 4"Ø A325 THROUGH BOLTS, NUTS, AND LOCK WASHERS BASE PLATE PER 7/S-501 TABLE 1 (MINIMUM CONNECTION SPECIFICATIONS) BEAM SIZE BOLTS IN LINE BOLT DIA. PLATE THICKNESS WELD THROAT 1/2" W/2W COPE AS REQUIRED; AT A MINIMUM, LONG ENOUGH SECTION OF BEAM WEB MUST REMAIN TO MATCH SPECIFIED SHEAR TAB LENGTH W BEAM TY P . B O L T SP A C I N G P E R T A B L E EC EC ( P E R T A B L E ) L (PER TABLE)) W (PER TABLE)R SHEAR TABS : A36 STEEL PER GENERAL NOTES BOLTS: ASTM A325 PER GENERAL NOTES WELDS: 70EXX FILLET WELDS PER GENERAL NOTES, DOUBLE SIDED, FULL LENGTH BOLT SPACE EDGE CLR. (EC) 2 3/4"3/4"4"6"W10x W12x NOTES: WELDS ARE FILLET TYPE, 70 Fw (KSI), FULL LENGTH. BOLTS ARE A325, THREAD EXCLUDED FROM SHEAR PLANE. TAB MATERIAL IS A36. EDGE CLEARANCE IS IN VERTICAL DIRECTION. CENTER BOLTS HORIZONTALLY IN TAB. 1/4" 3" 2"4"8"3 3/4"3/4" 1.5" 2" SINGLE SHEAR PLATE FOR THICKNESS REF. TABLE W L BEAM OR COLUMN PER PLAN 1/4" FRAMING PER ARCH. AND STRUCTURAL PLANS 1 #4 x 4 FT GROUT OR BLOCK BP SOLID DROP TOP REINF. BELOW BP STEEL SHIMS AS REQ'D FDN WALL PER PLAN WRAP LVL IN ROOF FELT OR ICE/WTR SHIELD LVL BM MINIMUM 3 STUDS AT HOLD DOWN FOR ATTACHMENT EXTERIOR SHEATHING REQUIREMENTS PER WALL SCHEDULE HOLD-DOWN STRAP PER PLAN SEE MANUF. SPEC'S FOR INSTALLATION CONC. FDN. WALL PER PLAN FRAMING PER ARCH. AND STRUCTURAL PLANS WF BM (1) #4 x 4 FT GROUT OR BLOCK BP SOLID DROP TOP REINF. BELOW BP STEEL SHIMS AS REQ'D FDN WALL PER DETAIL THIS SHEET TOP MOUNT JOIST HANGER PER HANGER SCHEDULE 24 " 6" (1) #5 BAR DOWELS TO MATCH VERT. REINF. ABOVE THUS, (ALT. HOOK DIRECTION) DBL. MAT OF #5 BARS @ 18" O.C.BARS @ 18" O C 8" CONC. WALL PER PLAN WITH (2) #5 BARS TOP, MIDDLE & BOTTOM (8" (IN) MAX FROM T.O.W. OR B.O.W.) (1) #5 VERT. @ 16" O.C. 12" EXPANSION JOINT TYP. 2 626 4' - 0 " (V E R I F Y ) 2x6 STUDS @ 16" O.C. ANCHOR BOLTS PER GENERAL NOTES 12 " PER PLAN (VERIFY) 1 1 2'-0" 2'-0"12" SUMP PIT; VERIFY SIZE AND LOCATION WITH MECHANICAL ENGINEER ELEVATOR PIT STEEL BEAM PER PLAN (1) 2x6 PLATE CS22 COIL STRAP, FILL ALL HOLES W/ 8d NAILS ROOF TRUSSES PER PLAN 2x6 KING STUD EACH SIDE (3) 2x6 POST AT HOIST BEAM ELEVATOR HOIST/SAFETY BEAMTYPICAL BEAM POCKET A35 CLIP AT EACH KING STUD, INSTALL PER MANUFACTURE`S SPECS. W Ey Ey Sy L Cy Ex ExSx Cx HSS TUBE STEEL COLUMN PER PLAN, ATTACH TO BASE OR CAP PLATE WITH 1 4" FILLET WELD, (3) SIDES MINIMUM HSS COLUMN BASE/CAP PLATES SCHEDULE TYPE HSS 512"x512" BASE PLATE L W T 11"6"1" HSS 312"x312"9"4"1" MATERIAL BASE OR CAP PLATE ON STEEL BEAM A36 A36 QUANTITY 4 4 HOLE DIA. 0.875" BOLT DIA. 0.75" 0.875"0.75" BOLT TYPE A325 A325 BOLTS / A. R. `s Ey 1.25" 1.25" Sy 8.5" 6.5" Ex 1" 1" Sx 4" 2" Cx 3" 2" Cy 5.5" 4.5" BASE PLATE ON CONCRETE PAD HSS 512"x512"12"12"1" HSS 312"x312"10"10"1" A36 A36 4 4 1.3125" 1.3125" 0.75" 0.75" EMBED - - 4" 4" EXP. ANCH EXP. ANCH 1"8"1"8"5"5" 1"10"1"10"6"6" BASE PLATE ON CONC. FDN. WALL HSS 512"x512"11"8"1" HSS 312"x312" A36 4 0.75"0.5"3.25"EXP. ANCH 0.75"9.5"2.5"3"4"2.75" --------------- HSS 5"x5"x14"11"6"1"A36 4 0.875"0.75"A325 1.25"8.5"1"4"3"5.5"- 16"16" CAP PLATE BASE PLATE (2) 1 2" LAG SCREWS 2xFULL WIDTH TOP PLATE, GLUE & NAIL TO BEAM W/(1) 0.157" DIA. P.A.F. AT 32" O.C., STAGGERED STEEL BEAM PER PLAN W12 STEEL BEAM PER PLAN JOIST HANGERS PER HANGER SCHEDULE, WELD TO WF PER MFR. SPECS. FLOOR JOISTS PER PLAN FLOOR SHEATHING PER GENERAL NOTES W12 DROPPED BEAM 6 JOIST PER PLAN JOIST PER PLAN INSTALL 12" DIA. THRU-BOLTS AT 32" O.C. W/ WASHERS ON EACH FACE. GLUE 2X FILLER MATERIAL TOGETHER AND TO STEEL BEAM PER PLAN TOP MOUNT HANGER PER SCHEDULE ATTACHED TO NAILER PLATE. STL COLUMN PER PLAN WF BEAM FLUSH PER PLAN 2xFULL WIDTH TOP PLATE, GLUE & NAIL TO BEAM W/(1) 0.157" DIA. P.A.F. @ 32" O.C., STAGGERED. W12 DROPPED BEAM 5 CCCCCCCCCCCCCCC BBBBBBBBBBBBB CCC BBBBBB CCCCCC BBBBB OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO 22 33 SSSSSSSSSSSSHHHSSSSSSSHHHSSSSSS 222222225222251115155151551512SSSS222222225222251115155151515SSS255151 222x2x22x2222x111x11x55155222x22x222x2222x2111x1111x5551x51515515 111111"1"1"1111111"1"1"66666666666666666666666 1""11"111"1"1"11"11"666666666363AA3AA3666636A366A36AA3666666666666666 44444444444444444444 000000000000000000000000 550.87500000555.87550.875000.87500.875 00000000000000000000000.75"000000.75"-------------222222232323AA3A3322223AA3223AA3222255555552225555555555 2.....2.1111111.2..111111.11 22222525"25"22222525"25"5"55555..55.5.5888888888.555.888888 58888555555555555555555555 "11"11"1"1111"444444444444444444444444 3"3333"3"3333"3"5.5555.555555555.5555555555....55555""5"5""..55555""5"5"" 454445444544444455545445444454444455""""""""""2222222222"2""2"2222222"222222"2"2"222222"2222221111111111111111115"5"6 5""6666 5""""5"5"6 "6666 5"5""""2525251252555522515252555525222255333255525533332252253325333325552552AAAAAAAAAAAAAAAAAAA"""""""""55555""""""""5"5555"00000707770770000770707705""5""5"5555555"555555"5"5555555555""5"508000088000888088000080080000888088000666666666666366666666666663666AAAAAAAAAAAAAAAAAA1111111111111""444""44444444"4444""44444444444444"""499999999999999999999""""""""1 """""""1""""""""33333""""""""33"33"SSSSS3SSS3SSS333S3SSSSSSS3SSSS3SSSS3333S3SSSSHHHHHHHHHHHHHHHHHHHHHHHH EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE TOP PLATE AT STEEL BEAM STEEL BEAM PER PLAN 8" TALL x 6" WIDE x 12" THICK A36 STEEL TABS, (1) EACH SIDE OF LVL BEAM. ATTACH TO BEAM WITH 1 4' FILLET WELDS, FULL LENGTH. LVL BEAM PER PLAN, FLUSH WITH TOP OF NAILER PLATE 8" 3" 1"111111 22111 2" 3" 2"1" 6" WIDE x 8" LONG x 12" THICK A36 STEEL TABS, (1) EACH SIDE OF LVL BEAM. ATTACH TO STEEL BEAM WITH 14" FILLET WELDS, FULL LENGTH. (3) 7 8"Ø THROUGH BOLTS, NUTS, AND LOCK WASHERS 1""111111111111111 3" 1" CC TT LL TT HH OO MM PP SS OO NN PR O J E C T L O C A T I O N : PR O J E C T L O C A T I O N : CL I E N T : CL I E N T : co n t a c t : co n t a c t : DATE:DATE: PROJECT #PROJECT # SCALE:SCALE: PER PLANPER PLAN DESIGN/CHK:DESIGN/CHK: DRAWN:DRAWN: RE V I S I O N / I S S U E RE V I S I O N / I S S U E DA T E DA T E NO . NO . 331122 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . RE S T R I C T I O N S . CO P Y R I G H T CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m ww w . c t l t . c o m SHEET NUMBER:SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O ST E V E L A N E ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBHTDM/SBH DESDES FC08673.000FC08673.000 10/07/201910/07/2019 BE S T W E S T E R N R E M O D E L BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E BA S 1 S A R C H I T E C T U R E 1515OFOF SHEETSSHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 10 . 3 1 . 1 9 12 . 0 5 . 1 9 12 . 0 5 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 1 2 . 1 9 12 . 1 2 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E ST R U C T U R A L DE T A I L S S-502 LVL TO WF BEAM CONNECTION COLUMN DECK FRAMING - EXISTING PILASTER 1 6 7 8 9 10 11 12FRONT DECK FRAMING 2 3 4 5LVL AT STUD PACK, IN-LINE WALL DECK LEDGER, TYPCIAL MONO TRUSS ROOF LEDGER WF BEAM AT STUD PACK, IN-LINE WALL LVL BEAM AT STUD PACK BEAM SADDLE INSTALL 2x4 BLOCKING BETWEEN TRUSS TOP CHORDS. NAIL TO WALL STUDS WITH (2) 16d NAILS PER STUD MONO TRUSS LEDGER ATTACHMENT DETAIL LEDGER PER PLAN LAG SCREW PER SCHEDULE 16d NAILS PER SCHEDULE SHEATHING PER PLAN FRAMING PER PLAN ENGINEERED MONO TRUSS BY OTHERS TRUSS SPAN MONO TRUSS LEDGER ATTACHMENT SCHEDULE FASTENERS 6-10 (ft) 1/2" Ø X 3 1/2" LAG SCREWS W/ WASHERS OR 14" DIA. SDS SCREWS (1) @ 16"(in.) O.C. STAGGER T&B 11-14 (ft)15-20(ft) NOTE: BOTH LAG SCREWS AND NAILS SHOWN ARE REQUIRED FOR ALL SPANS. 16d COMMON NAILS (2) @ 16" O.C. EVENLY SPACED IN JOIST BAY (3) @ 16" O.C. EVENLY SPACED IN JOIST BAY (4) @ 16" O.C. EVENLY SPACED IN JOIST BAY (2) @ 16"(in.) O.C.(3) @ 16"(in.) O.C. DECK COVERING BY OTHERS DECK LEDGER ATTACHMENT DETAIL EXT. SHEATHING PER PLAN HOUSE WRAP OR BUILDING PAPER FLASHING BETWEEN LEDGER AND DECK JOIST NAILS PER SCHEDULE FACE MOUNTED HANGER PER SCHEDULE LAG SCREWS PER SCHEDULE P.T. LEDGER PER PLAN RIM BOARD PEEL-AND-STICK BITUMINOUS FLASHING MEMBRANE JOIST SPAN DECK LEDGER ATTACHMENT SCHEDULE FASTENERS 6-10 (ft) 1/2"∅ X 3 1/2" LAG SCREWS W/ WASHERS OR SIMPSON SDWS SCREWS (1) @ 16"(in.) O.C. STAGGER T&B 11-14 (ft)15-18 (ft) NOTE: BOTH LAG SCREWS AND NAILS SHOWN ARE REQUIRED FOR ALL SPANS. 16d COMMON NAILS (2) @ 16" O.C. EVENLY SPACED IN JOIST BAY (3) @ 16" O.C. EVENLY SPACED IN JOIST BAY (4) @ 16" O.C. EVENLY SPACED IN JOIST BAY (2) @ 16"(in.) O.C.(3) @ 16"(in.) O.C. EXTEND NAILER PLATE AND NAIL TO KING STUD, MIN. OF 2 NAILS. LVL BEAM PER PLAN STUDS PER PLAN; MINIMUM OF (3) TRIMMERS CS22 COIL STRAP WRAPPED OVER BEAM AND AROUND STUD PACK AT MID-HEIGHT AND QUARTER POINTS. INSTALL AT LEAST ONE NAIL IN EACH STUD. KING STUD AT END OF BEAM; QUANTITY PER PLAN 12 " M I N . FLUSH BEAM PER PLAN COLUMN PER PLAN 2 6 2 6 PLAN VIEW 12" DIA. THROUGH BOLT, INSTALLED THROUGH KING STUDS, BLOCKING, AND LVL BEAM. EXTEND NAILER PLATE AND NAIL TO KING STUD, MIN. OF 2 NAILS. ELEVATION STEEL BEAM PER PLAN STUDS PER PLAN; MINIMUM OF (3) TRIMMERS, U.N.O. CS22 COIL STRAP WRAPPED AROUND STUD PACK AT MID-HEIGHT AND QUARTER POINTS. INSTALL AT LEAST ONE NAIL IN EACH STUD. KING STUD AT END OF BEAM; QUANTITY PER PLAN 12 " M I N . CS22 COIL STRAP WRAPPED OVER NAILER PLATE AND DOWN STUD PACK ON EACH SIDE 12" MIN. INSTALL PER MFR. SPECS. 3/4" MAX. BEAM PER PLAN FILLER, AS NECESSARY NAIL SUCCESSIVE STUDS TOGETHER WITH 10d NAILS AT 8" O.C. ALONG LENGTH OF STUD. START WITH TWO STUDS NAILED TOGETHER, THEN NAIL ON SUCCESSIVE LAMINATIONS. MA CS22 COIL STRAP WRAPPED AROUND STUD PACK AT MID-HEIGHT AND QUARTER POINTS. INSTALL AT LEAST ONE NAIL IN EACH STUD. NOTE: WHERE NUMBER OF STUDS REQUIRED ON PLAN EXCEEDS NUMBER OF TRIMMERS THAT FIT BELOW BEAM, THE ADJACENT KING STUDS MAY COUNT TOWARD THAT MINIMUM NUMBER. 1/2" DIAMETER THROUGH BOLT, INSTALLED THROUGH KING STUDS, BLOCKING, AND WEB OF STEEL BEAM. BOLT MAY BE OMITTED IF CS22 COIL STRAP IS INSTALLED OVER BEAM AS SHOWN. 12 " MI N . 2 4 2 4 2 4 2 4 2222222222222444444444444 222222222224444444444444 22244444 222224444 42424 424 44 4424242 4242444 222 4242424242422424242422 2 42 4242 222 4242424242422424242422 24 24 24 24 PLATEPLATELINENELINENEPLATELINENELINNE LVL DECK BEAM PER PLAN, SPLICE AT CENTERLINE OF PILASTER, TYPICAL NEW 2x4 FRAMING ADDED TO EXISTING PILASTER FRAMING AS REQ`D BC POST BASE, INSTALL PER MFR. SPECS. (USE BC POST CAP AT ROOF BEAM) EXISTING PILASTER FRAMING BELOWPLAN VIEW NEW 6x6 WOOD POST ABOVE TO ROOF BEAM NEW (4) 2x6 IN EXISTING PILASTER FRAME FOR NEW LVL DECK BEAM BEARING STEEL BEAMS AT STUD PACK FLUSH WF TO 9FT. FDN. WALL STEEL BEAM PER PLAN (2) 5 8"Ø x 41 2" STRONG BOLT (2) ANCHORS, STAGGERED PLAN VIEW 11 2" STEEL SHIMS, ((2) 3 4" PLATES), PRE-DRILL FOR ANCHOR BOLTS. DISCONTINUE WOOD SILL PLATE AT BEAM SHIM PACK OUT BEAM PER TYP. DETAIL TOP PLATE AT STEEL BEAM STEEL BEAM PER PLAN ∠4x4x1 4"x6" LONG, (1) EACH SIDE OF LVL BEAM. ATTACH LVL TO SHEAR TABS WITH (2) 3 4" Ø x 312" LONG LAG SCREWS LVL BEAM PER PLAN, FLUSH WITH TOP OF NAILER PLATE 4" 1" ∠4x4x14"x6" LONG, (1) EACH SIDE OF BEAM. (2) 3 4"Ø THROUGH BOLTS, NUTS, AND LOCK WASHERS 6" 4" 1" 4" 1"3311222" 2"224" 1" 6" ROTATED VIEW A A 7 8" Ø DRILL HOLES FOR A325 3 4" Ø THROUGH BOLTS A A B BA-A B-B C CC-C 712" 112" 3" 4" 212" 3" 2" 1" 712" 33 4" 712" 33 4" 112" DECK FRAMING PER 12/S-502 SIDE VIEW REAR VIEW FRONT VIEW (2) 3 4"Ø THROUGH BOLTS 5 8" THICK A36 STEEL SADDLE. ATTACH TO STEEL BEAM WITH 1 4" FILLET WELD ALL AROUND 1 4" CJP WELD AT JOINTS, (OR ROLL SINGLE PIECE OF STEEL) 2 626 2 10 2 10 2 10 2 10 2 10 2 10 2 10 2 10 2 2 6 2 6 2 6 2 6 STEEL BEAM PER PLAN TOP MTD. JOIST HANGERS , ATTACH TO NAILER PLATE ON WF PER HANGER SCHEDULE 2 FLUSH MTD. JOIST HANGERS PER HANGER SCHEDULE 2x10 DECK JOISTS PER PLAN. RIP TOP OF JOIST FOR SLOPE DRAINAGE. MIN. 6" DEEP AT END.6" MI N . 3/4" MAX.3 WF BEAM BEARING DETAIL INSTALL SOLID BLOCKING NEXT TO WEB OF WF BEAM AT BEARING LOCATIONS. 1/2" DIAMETER THROUGH BOLT, INSTALLED THROUGH KING STUDS, BLOCKING, AND WEB OF STEEL BEAM. BOLT MAY BE OMITTED IF CS22 COIL STRAP IS INSTALLED OVER BEAM AS SHOWN. FILLER, AS NECESSARY NAIL SUCCESSIVE STUDS TOGETHER WITH 10d NAILS AT 8" O.C. ALONG LENGTH OF STUD. START WITH TWO STUDS NAILED TOGETHER, THEN NAIL ON SUCCESSIVE LAMINATIONS. CS22 COIL STRAP WRAPPED AROUND STUD PACK AT MID-HEIGHT AND QUARTER POINTS. INSTALL AT LEAST ONE NAIL IN EACH STUD. NOTE: WHERE NUMBER OF STUDS REQUIRED ON PLAN EXCEEDS NUMBER OF TRIMMERS THAT FIT BELOW FLANGE, THE ADJACENT KING STUDS MAY COUNT TOWARD THAT MINIMUM NUMBER. 12 " M I N . SIMPSON PSQ PLATE CENTERED EACH SIDE OF BEAM AT SPLICE SIMPSON H2.5A CLIP SIMPSON H2.5A CLIP 6" 6" 2 626 2 6 2 6 LVL BEAM PER PLAN 2 10 2 10 2 10 2 10 3" STEEL BEAM TO LVL CONNECTION PER PLAN 812" VERIFY 16" 16" VERIFYYYY CC TT LL TT HH OO MM PP SS OO NN PR O J E C T L O C A T I O N : PR O J E C T L O C A T I O N : CL I E N T : CL I E N T : co n t a c t : co n t a c t : DATE:DATE: PROJECT #PROJECT # SCALE:SCALE: PER PLANPER PLAN DESIGN/CHK:DESIGN/CHK: DRAWN:DRAWN: RE V I S I O N / I S S U E RE V I S I O N / I S S U E DA T E DA T E NO . NO . 331122 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G TH E S E D R A W I N G S A N D A C C O M P A N Y I N G SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E SP E C I F I C A T I O N S , A S I N S T R U M E N T S O F S E R V I C E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E AR E T H E E X C L U S I V E P R O P E R T Y O F T H E EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N EN G I N E E R A N D T H E I R U S E A N D P U B L I C A T I O N SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R SH A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R WH I C H T H E Y W E R E P R E P A R E D . R E U S E , WH I C H T H E Y W E R E P R E P A R E D . R E U S E , RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y RE P R O D U C T I O N O R P U B L I C A T I O N B Y A N Y ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D ME T H O D I N W H O L E O R I N P A R T I S P R O H I B I T E D EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EX C E P T B Y W R I T T E N P E R M I S S I O N F R O M T H E EN G I N E E R . T I T L E T O T H E S E P L A N S A N D EN G I N E E R . T I T L E T O T H E S E P L A N S A N D SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E SP E C I F I C A T I O N S S H A L L R E M A I N W I T H T H E EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L EN G I N E E R W I T H O U T P R E J U D I C E , A N D V I S U A L CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A CO N T A C T W I T H T H E M S H A L L C O N S T I T U T E P R I M A FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E FA C I E E V I D E N C E O F A C C E P T A N C E O F T H E S E RE S T R I C T I O N S . RE S T R I C T I O N S . CO P Y R I G H T CO P Y R I G H T CT L | T H O M P S O N , I N C O R P O R A T E D CT L | T H O M P S O N , I N C O R P O R A T E D AL L R I G H T S R E S E R V E D . AL L R I G H T S R E S E R V E D . CT L I T H O M P S O N I N C O R P O R A T E D CT L I T H O M P S O N I N C O R P O R A T E D 40 0 N o r t h L i n k L a n e 40 0 N o r t h L i n k L a n e Fo r t C o l l i n s , C O 8 0 5 2 4 Fo r t C o l l i n s , C O 8 0 5 2 4 P: 9 7 0 - 2 0 6 - 9 4 5 5 P: 9 7 0 - 2 0 6 - 9 4 5 5 F: 9 7 0 - 2 0 6 - 9 4 4 1 F: 9 7 0 - 2 0 6 - 9 4 4 1 ww w . c t l t . c o m ww w . c t l t . c o m SHEET NUMBER:SHEET NUMBER: 16 9 2 B I G T H O M P S O N A V E N U E 16 9 2 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O ST E V E L A N E ST E V E L A N E (9 7 0 ) 5 8 6 - 9 1 4 0 (9 7 0 ) 5 8 6 - 9 1 4 0 TDM/SBHTDM/SBH DESDES FC08673.000FC08673.000 10/07/201910/07/2019 BE S T W E S T E R N R E M O D E L BE S T W E S T E R N R E M O D E L 12 6 0 B I G T H O M P S O N A V E N U E 12 6 0 B I G T H O M P S O N A V E N U E ES T E S P A R K , C O L O R A D O ES T E S P A R K , C O L O R A D O BA S 1 S A R C H I T E C T U R E BA S 1 S A R C H I T E C T U R E 1515OFOF SHEETSSHEETS RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . RE V I S E D G L - D T O B E A R I N G W A L L A T M A I N . R E V I S E D S N O W L O A D C O E F F . 10 . 3 1 . 1 9 10 . 3 1 . 1 9 12 . 0 5 . 1 9 12 . 0 5 . 1 9 AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S AD D E D E L E V A T O R , R E V I S E D P O O L S T O R A G E , M I S C . H E A D E R L O C A T I O N S 12 . 1 2 . 1 9 12 . 1 2 . 1 9 NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E NE W E L E V A T O R L O C A T I O N , R E V I S E D S T E E L F R A M I N G - G R I D E ST R U C T U R A L DE T A I L S S-503 1A 5 6 7 1B 32 4 12" GYPBOARD EACH SIDE OF WALL, INSTALL WITH 7" O.C. EDGE NAILING U.N.O. (SEE BRACED WALL SCHEDULE) 2 4 2 4 INSTALL SIMPSON A35 ANGLE CLIP ON ONE SIDE OF BLOCKING SHEAR WALL PER PLAN NAIL TO BLOCKING PER CODE PACK OUT WEB OF FLOOR JOISTS SIMPSON A35 CLIP ONE SIDE OF BLOCKING, INSTALL PER MFR. SPECS. 2x BLOCKING BETWEEN FLOOR JOISTS OR ROOF TRUSSES OVER WALL @ 16" O.C. SOLID BLOCKING BETWEEN FLOOR JOISTS 12" GYPBOARD EACH SIDE OF WALL, INSTALL WITH 7" O.C. EDGE NAILING U.N.O. (SEE BRACED WALL SCHEDULE) 2 4 2 4 INSTALL SIMPSON A35 ANGLE CLIP ON ONE SIDE OF BLOCKING DOUBLE SHEAR WALL PER PLAN NAIL TO BLOCKING PER CODE PACK OUT WEB OF FLOOR JOISTS (1) SIMPSON A35 CLIP ONE SIDE OF BLOCKING EACH WALL, INSTALL PER MFR. SPECS. 2x BLOCKING BETWEEN FLOOR JOISTS OR ROOF TRUSSES OVER WALL @ 16" O.C. SOLID BLOCKING BETWEEN FLOOR JOISTS 2 4 2 4 2 4 2 4 EXT.WALL SHEATHING PER PLAN, NO SPLICES THIS AREA, 12 " MI N . 12 " MI N . UPPER FLOOR LOWER FLOOR WALL SHEATHING PLACEMENTSTUD PACK TO LVL INTERIOR SHEAR WALL CONNECTION TO SLAB INTERIOR SHEAR WALL CONNECTION; WALL PERPENDICULAR TO STUDS INSTALL SIMPSON A35 ANGLE CLIP @ 16" O.C. PER MFR. SPECS. JOISTS PER PLAN A35 CLIP @ 16" O.C., INSTALL PER MFR. SPECS. SOLID 2x BLOCKING EACH BAY SOLID 2x BLOCKING EACH BAY 12" GYPBOARD EACH SIDE OF WALL, INSTALL WITH 7" O.C. EDGE NAILING. 12" GYPBOARD EACH SIDE OF WALL, INSTALL WITH 7" O.C. EDGE NAILING. 2 4 2 4 INSTALL SIMPSON A35 ANGLE CLIP ON ONE SIDE OF BLOCKING SIMPSON TITEN CONCRETE SCREWS @ 16" O.C., INSTALL PER MFR. SPECS. 2x BLOCKING BETWEEN FLOOR JOISTS OR TRUSSES OVER WALL @ 16" O.C. SAWCUT JOINTS 1 4" THICK, 1 4 OF SLAB THICKNESS DEEP THICKENED SLAB BELOW SHEAR WALL 12" 12 " PACK OUT WEB OF FLOOR JOISTS (1) SIMPSON A35 CLIP EACH SIDE OF STUD PACK TO LVL HEADER 2x6 STUD PACK PER PLAN LVL HEADER PER PLAN, SPLICE AT CENTERLINE OF PILASTER, TYPICAL SIMPSON 3" T131475S SCREWS @ 16" O.C., (ALT.; SIDE OF WEB EACH SCREW) NAILER PLATE, ATTACH PER DETAIL 8/S-503 HANGERS PER SCHEDULE26 2 666 (2) 1 4"Ø SIMPSON SDWS SCREWS @ 16" O.C. WF10x_ STEEL BEAM PER PLAN 12" GYPBOARD WITH 7" EDGE NAILING WF10x_ STEEL BEAM PER PLAN 2xFULL WIDTH TOP PLATE, GLUE & NAIL TO BEAM W/(1) 0.157" DIA. P.A.F. AT 32" O.C., STAGGERED STEEL BEAM PER PLAN NAILER PLATE TO STEEL BEAM INTERIOR SHEAR WALL BETWEEN STEEL BEAMS DOUBLE WALL SHEAR CONNECTION, WALL PARALLEL TO STUDS SINGLE WALL SHEAR CONNECTION; WALL PARALLEL TO STUDS 2'-0" MAX. 2x6 OUTLOOKERS AT 16" O.C. ORIENT ON EDGE, EXTENDED BACK TO FIRST COMMON TRUSS SIMPSON H2.5 DROP TOP CHORD OF GABLE END TRUSS BY 3 12" CONNECT 2x6 OUTLOOKER TO COMMON TRUSS WITH SIMPSON A35 FRAMING ANGLE TRUSSES AT 24" O.C. CEILING PER ARCH. DWGS. FRAME WALL PER ARCH. PLANS 8TYPICAL OUTLOOKER JOIST SPAN FLOOR LEDGER ATTACHMENT SCHEDULE FASTENERS 6-10 (ft) 1/2"∅ X 3 1/2" LAG SCREWS W/ WASHERS OR SIMPSON SDWS SCREWS (1) @ 16"(in.) O.C. STAGGER T&B 11-14 (ft)15-18 (ft) NOTE: BOTH LAG SCREWS AND NAILS SHOWN ARE REQUIRED FOR ALL SPANS. 16d COMMON NAILS (2) @ 16" O.C. EVENLY SPACED IN JOIST BAY (3) @ 16" O.C. EVENLY SPACED IN JOIST BAY (4) @ 16" O.C. EVENLY SPACED IN JOIST BAY (2) @ 16"(in.) O.C.(3) @ 16"(in.) O.C. FDN. WALL PER PLAN 2x12 TREATED LEDGER, (INSTALL W/ (2) 12" DIA. x 5" TITEN HD ANCHORS AT 16" O.C., ALTERNATE TOP & BOTTOM FACE MOUNTED HANGER PER SCHEDULE FLOOR SHEATHING PER GENERAL NOTES FRAMING PER ARCHITECTURAL/STRUCTURAL DWGS. NAILS PER SCHEDULE FLUSH MOUNTED HANGER PER PLAN LAG SCREWS PER SCHEDULE 2x12 LEDGER CONTINUOUS STUDS PER PLAN 9FLOOR LEDGER - CONCRETE FDN. WALL 10FLOOR LEDGER - TYPICAL NEW CONTINUOUS FOOTING PER PLAN, REINFORCE WITH (2) #4 REBAR CONTINUOUS TOP AND BOTTOM NEW 2x6 STUDS @ 16" O.C., INSTALL SILL PLATE WITH 0.157 P.A.F. @ 48" O.C. AND CONSTRUCTION ADHESIVE, OPTION: 12"Ø TITEN HD ANCHORS @ 48" O.C. 12" EXPANSION JT. MTL. 1 4" SLAB PER PLAN DRILL & EPOXY #4 BARS DOWELS 6" MIN. INTO EXISTING FOOTING @ 12" O.C. ALONG LENGTH OF FOOTING ER 11BEARING WALL FOOTING Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 M0.1 Mechanical Legend & NotesWS PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 M0.2 Mechanical Controls & NotesWS PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 M0.3 Mechanical SchedulesWS PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 M0.4 Mechanical Details and SchedulesWS PD MLC TUBING COMPRESSION /MLC PRESS /QS-STYLE COMPRESSION /ProPEX FITTING ASSEMBLY, R20 THREAD EP HEATING MANIFOLD FLOW METER VALVE BODY EP HEATING MANIFOLD O-RING EP HEATING MANIFOLD END CAP W/ VENT AND DRAIN EP HEATING MANIFOLD MOUNTING BRACKET MULTI-LAYER COMPOSITE (MLC) TUBING /UPONOR hePEX TUBING /UPONOR AquaPEX TUBING EP HEATING MANIFOLD THERMOMETER EP HEATING MANIFOLD ISOLATION VALVE BODY EP HEATING MANIFOLD TWO-WIRE ACTUATOR OR THERMAL ACTUATOR, FOUR-WIRE EP HEATING MANIFOLD - RETURN EP HEATING MANIFOLD CONNECTION PIECE WITH R32 UNION EP HEATING MANIFOLD - SUPPLY EP HEATING MANIFOLD ACTUATOR ADAPTER 1-1/2" Poured Underlayment - 3/4" Min. Over the Top of the Tubing Flooring Uponor Tubing Subfloor Uponor 1-1/4" Staple See Architectural for Insulation LocationFloor Joist Concrete Slab Wire Tie Slab Insulation Base Material Wire Mesh, Rebar or Staple to Rigid Foam Edge Insulation Uponor Tubing Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 M0.5 Mechanical DetailsWS PD BOILER AREA UP DRDRWW 156 155 154 152 151 150 149 148 147 146 145 144 143 142 141 140 139 NE W HA L L W A Y EXIST. CRAWL NEW ELEV STAIRS HALLWAY BIKE STRG L010 STORAGE L002 STAFF ROOM L001 STORAGE L005 POOL EQUIP. L008 ELEV. LOBBY L007 STRG. STAFF LAUNDRY L003 EXIST. ELEV ELEV. LOBBY L014 NEW ELEV STRG L011 EMPL RR VENDING L006 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 M1.1 Mechanical Lower Floor PlanWS PD DN UP DW F FR 211 212 214 213 215 216 217 218 219 220 221 222 223 224 225 MECH/STRG 226 227 228 229 233 232 231 230 HALLWAY MNGR. APT. WOMEN'S RR 111 MEN'S RR 110 VEST. 100 SUNDRY 105 ELEV. LOBBY 109 BACK OFFICE 104 DESK 103 LOBBY 101 LOUNGE 102 ENTRY 113 TECH. 106 STRG EMPLY RR POOL HOUSE 112 MECH. MECH./ STRG BAG STRG STAIRS Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 M1.2 Mechanical Main Floor PlanWS PD DN FF F F FF FF F F F F F F F F F F F ROOF TOP MECH. 314 305 307 309 311 ADA 301 303 ADA 302 STRG 300 312 310 ADA 304 308306 317 319 321 323 ADA 325 ADA 327 ELEV. LOBBY 330 STG./ H.K. 360 ICE 390 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 M1.3 Mechanical Upper Floor PlanWS PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 M1.4 Mechanical Roof PlanWS PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E0.1 Electrical Legend & NotesWN PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E0.2 Electrical One Line DiagramWN PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E0.3 Electrical Panel SchedulesWN PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E0.4 Electrical Panel SchedulesWN PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E0.5 Luminaire Schedule & Comcheck WN PD BOILER AREA 156 155 154 153 152 151 150 149 148 147 146 145 144 143 142 141 140 139 NE W HA L L W A Y EXIST. CRAWL BIKE STRG L010 POOL HOUSE ABOVE STAFF LAUNDRY L003 STORAGE L002 HALLWAY L012 STAFF ROOM L001 NEW ELEV STORAGE L005 POOL EQUIP. L008 ELEC L011 ELEV. LOBBY L007 EXIST.ELEV STRG. L009 STAIRS NEW ELEV ELEV. LOBBY L015 VENDING L006 3500 4500 LU G G A E S T R G . DRDRWWGUEST LDRY L004 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E1.1 Power Lower Floor PlanWN PD UP WOMEN'S RR 111 MEN'S RR 110 3500 NEW ELEV VEST. 100 SUNDRY 105 ELEV. LOBBY 109 BACK OFFICE 104 DESK 103 LOBBY 101 HALLWAY 114 LOUNGE 102 COCHERE POOL 112 36'x17' ENTRY 113 TECH. 106 STRGEMPLY RR BAG STRG211 212 214 213 215 216 217 218 219 220 221 222 223 224 225 MECH/STRG 226 227 228 229 233 232 231 230 BATH BATH STRG. EXIST. MANAGERS QUARTERS 4500 NEW ELEV ELEV. RECESS 116 VEND. 107 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E1.2 Power Main Floor PlanWN PD DN FF F F FF FF F F F F F F F F F F F HALLWAY 200 STAIRS BALCONY 3500 NEW ELEV 314 305 307 309 311 ADA 301 303 ADA 302 STRG 300 312 310 ADA 304 308 306 317 319 321 323 ADA 325 ADA 327 BALCONY ROOF TOP MECH. ELEV. LOBBY 331 STG./ H.K. 360 ICE 390ROOF HATCH 4500 NEW ELEV ELEV. LOBBY 330 317A Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E1.3 Power Upper Floor PlanWN PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E1.4 Power Roof PlanWN PD BOILER AREA 156 155 154 153 152 151 150 149 148 147 146 145 144 143 142 141 140 139 NE W HA L L W A Y EXIST. CRAWL BIKE STRG L010 POOL HOUSE ABOVE STAFF LAUNDRY L003 STORAGE L002 HALLWAY L012 STAFF ROOM L001 NEW ELEV STORAGE L005 POOL EQUIP. L008 ELEC L011 ELEV. LOBBY L007 EXIST.ELEV STRG. L009 STAIRS NEW ELEV ELEV. LOBBY L015 VENDING L006 3500 4500 LU G G A E S T R G . DRDRWWGUEST LDRY L004 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E2.1 Lighting Lower Floor PlanWN PD DN UP WOMEN'S RR 111 MEN'S RR 110 3500 NEW ELEV VEST. 100 SUNDRY 105 ELEV. LOBBY 109 BACK OFFICE 104 DESK 103 LOBBY 101 HALLWAY 114 LOUNGE 102 PORTE COCHERE POOL 112 36'x17' ENTRY 113 TECH. 106 STRGEMPLY RR BAG STRG211 212 214 213 215 216 217 218 219 220 221 222 223 224 225 MECH/STRG 226 22 232 231 230 BATH STRG. EXIST. MANAGERS QUARTERS 4500 NEW ELEV ELEV. RECESS 116 VEND. 107 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E2.2 Lighting Main Floor PlanWN PD DN FF F F FF FF F F F F F F F F F F F HALLWAY 200 STAIRS BALCONY 3500 NEW ELEV 314 305 307 309 311 ADA 301 303 ADA 302 STRG 300 312 310 ADA 304 308 306 317 319 321 323 ADA 325 ADA 327 BALCONY ROOF TOP MECH. ELEV. LOBBY 331 STG./ H.K. 360 ICE 390ROOF HATCH 4500 NEW ELEV ELEV. LOBBY 330 317A Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E2.3 Lighting Upper Floor PlanWN PD F F Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/6/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 E3.0 Electrical Typical Room PlansWN PD Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P0.1 Plumbing Legend & NotesEJ DO Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P0.2 Plumbing Controls & NotesEJ DO Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P0.3 Plumbing SchedulesEJ DO Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P0.4 Plumbing DetailsEJ DO WC-1 L-1 2"V WCO SH-1 L-1 SH-1 / BT-2 WC-1 2"V L-1 BT-1 WC-1 WCO 2"V 1 1 1 1 1 1 TAG FIXTURE DFU URINAL 2 NOTES: UR-1 ELECTRIC WATER COOLEREWC-1 MOP SERVICE BASINMSB-1 WATER CLOSET (<1.6 GPF)6WC-2 0.5 2 PLUMBING FIXTURE LAVATORYL-1,2 SINK 2S-2,3 1 WASHER WALL BOXWB-1 3 TRENCH DRAINTD-1 75 BATHROOM GROUP (<1.6 GPF WC)-5 DRAINAGE FIXTURE UNITS WORK NOTES: 1. SEE DETAIL 1/P0.5 FOR CONTINUATION. 2. SEE DETAIL 2/P0.5 FOR CONTINUATION. 3. SEE DETAIL 3/P0.5 FOR CONTINUATION. X 4. SEE DETAIL 4/P0.5 FOR CONTINUATION. 3"FS-1 3 3 4 4 4 4 5 5 4 5 4 4 5 5 5 3 3 3 4"SAN 4"SAN EWC-1 2"V 4"SAN 3"V 4"V 4 3 4 3 3"VTR 4 4 4 3 3 3 5 5 4 4 4 5 5 4 3 5 5 4"VTR 5. SEE DETAIL 5/P0.5 FOR CONTINUATION. 6 6 6 6 6 6 LAVATORY 1L-1 PRIVATE FIXTURES HAND SINK 1S-1 PUBLIC FIXTURES FLOOR DRAINFD-1 2 FLOOR SINKFS-1 1 1.PER 2015 IPC TABLE 709.1. 2.TRENCH DRAIN BASED ON (5) COMMERCIAL WASHERS AT 15 DFU EACH. S-1 3"SAN 2"SAN WCO S-1 3"SAN 2"SAN S-1 3"SAN 3"SAN 2"SAN L-1 BT-1 WC-1 WCO 2"V 1 1 S-1 3"SAN 3"SAN 2"SAN L-1 S-2 WCO 6. SEE DETAIL 1/P0.6 FOR CONTINUATION. 4"SAN 4"SAN 4"SAN 3"SAN 4"SAN 4"SAN POOL DRAINPD-1 2 3"V 3"V 3"V 3"V 3"V 3"V 3"V 3"V 3"V Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P0.5 Plumbing DWV IsometricsEJ DO WC-2 WCO UR-1 WC-2 WC-2 WCO 2"FD-1 2"FD-1 L-2 WCO L-2 PD-1 3"SAN 4"SAN 4"SAN WC-2 WCO MSB-1 L-1 4"SAN 3"FS-1 EWC-1 WCO PD-1 WCO WCO FCO FCO FCO 6"SAN (E)6"SAN 4"SAN 2"V 3"SAN WC-2 L-2 WCO WB-1 WB-1 3"FD-1 WCO TD-1 LI-1 6"SAN 3"FD-1 S-1 WCO 4"FS-1 6"SAN 6"SAN 4"FS-1 4"SAN 4"V 2"V 4"SAN 3"V 4"V 1 1 1 1 1 1 WORK NOTES: 1. SEE DETAIL 1/P0.5 FOR CONTINUATION. X 4"FS-1 4"SAN 4"SAN 3"SAN 3"SAN 3"SAN 4"SAN 3"SAN 3"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 4"SAN 2"V 4"V 4"V 2"V 2"V 2"V 2"V 2"V 2"V 2"V 4"V 4"FS-1 4"V EWC-1 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P0.6 Plumbing DWV IsometricsEJ DO UP DRDRWW 156 155 154 152 151 150 149 148 147 146 145 144 143 142 141 140 139 NE W HA L L W A Y EXIST. CRAWL NEW ELEV STAIRS HALLWAY BIKE STRG L010 STORAGE L002 STAFF ROOM L001 STORAGE L005 POOL EQUIP. L008 ELEV. LOBBY L007 STRG. STAFF LAUNDRY L003 GUEST LDRY L004 EXIST. ELEV ELEV. LOBBY L014 NEW ELEV STRG L011 EMPL RR VENDING L006 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P1.0 Plumbing Underground PlanEJ DO UP DRDRWW 156 155 154 152 151 150 149 148 147 146 145 144 143 142 141 140 139 NE W HA L L W A Y EXIST. CRAWL NEW ELEV STAIRS HALLWAY BIKE STRG L010 STORAGE L002 STAFF ROOM L001 STORAGE L005 POOL EQUIP. L008 ELEV. LOBBY L007 EMPL RR STRG. STAFF LAUNDRY L003 GUEST LDRY L004 EXIST. ELEV ELEV. LOBBY L014 NEW ELEV STRG L011 VENDING L006 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P1.1 Plumbing DWV Lower Floor PlanEJ DO DN UP WOMEN'S RR 111 MEN'S RR 110 3500 NEW ELEV VEST. 100 SUNDRY 105 ELEV. LOBBY 109 BACK OFFICE 104 DESK 103 LOBBY 101 HALLWAY 114 LOUNGE 102 COCHERE POOL 112 36'x17' ENTRY 113 TECH. 106 STRGEMPLY RR BAG STRG STRG. 4500 NEW ELEV ELEV. RECESS 116 VEND. 107211 212 214 213 215 216 217 218 219 220 221 222 223 224 225 MECH/STRG 226 227 228 229 233 232 231 230 HALLWAY MNGR. APT. WOMEN'S RR 111 MEN'S RR 110 VEST. 100 SUNDRY 105 ELEV. LOBBY 109 BACK OFFICE 104 DESK 103 LOBBY 101 HALLWAY 114 LOUNGE 102 ENTRY 113 TECH. 106 STRG EMPLY RR POOL HOUSE 112 MECH. MECH./ STRG BAG STRG VEND. 107 STAIRS Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P1.2 Plumbing DWV Main Floor PlanEJ DO DN FF F F FF FF F F F F F F F F F F F ROOF TOP MECH. 314 305 307 309 311 ADA 301 303 ADA 302 STRG 300 312 310 ADA 304 308306 317 319 321 323 ADA 325 ADA 327 ELEV. LOBBY 330 STG./ H.K. 360 ICE 390 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P1.3 Plumbing DWV Upper Floor PlanEJ DO Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P1.4 Plumbing Roof PlanEJ DO BOILER AREA UP DRDRWW ELEV156155154 152 151 150 149 148 147 146 145 144 143 142 141 140 139 NE W HA L L W A Y EXIST. CRAWL NEW ELEV STAIRS HALLWAY BIKE STRG L010 STORAGE L002 STAFF ROOM L001 STORAGE L005 POOL EQUIP. L008 ELEV. LOBBY L007 STRG. STAFF LAUNDRY L003 GUEST LDRY L004 EXIST. ELEV ELEV. LOBBY L014 NEW ELEV STRG L011 EMPL RR VENDING L006 Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P2.1 Plumbing Supply Lower Floor PlanEJ DO DN UP 211 212 214 213 215 216 217 218 219 220 221 222 223 224 225 MECH/STRG 226 227 228 229 233 232 231 230 HALLWAY MNGR. APT. WOMEN'S RR 111 MEN'S RR 110 VEST. 100 SUNDRY 105 ELEV. LOBBY 109 BACK OFFICE 104 DESK 103 LOBBY 101 HALLWAY 114 LOUNGE 102 ENTRY 113 TECH. 106 STRG EMPLY RR POOL HOUSE 112 MECH. MECH./ STRG BAG STRGVEND. 107 NEW ELEV Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P2.2 Plumbing Supply Main Floor PlanEJ DO DN FF F F FF FF F F F F F F F F F F F STAIRS ROOF TOP MECH. 311 ADA 301 ADA 302 STRG 300 310 ADA 304 308306 317 319 321 323 ADA 325 ADA 327 ELEV. LOBBY 330 STG./ H.K. 360 ICE 390 314 305 307 309303 312 NEW ELEV Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P2.3 Plumbing Supply Upper Floor PlanEJ DO F F F F Sheet No:Sheet Title: Date: Issue:Best Western Plus Pool House Reno.12/10/2019 Addendum 2 Job Number: 19057 Drawn By: Checked By: NOTICE: DUTY OF COOPERATION Release of these plans contemplates further coordination among the owner, his contractor(s), the architect and engineers. Design and construction are complex. Although the architect and his consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a notice to the architect shall relieve the architect/engineer from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized, and shall relieve the architect/engineer of responsibility for all consequences caused by such changes. 1260 Big Thompson Ave. , Estes Park CO 80517 P3.0 Plumbing Enlarged PlansEJ DO