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Home My WebLink AboutFile Documents.200 S Aspen St.0007.2017 (9).ACBK0007-2017-ACBK_BuildingComments_4 Page: 1 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Please fix the PDF bookmarks so each sheet has a labeled bookmark that links to it. Many of the bookmarks in this set are broken. Plan Set.200 S Aspen.2017.09.28.pdf (31) Page: 120 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: The elevator machine room abuts the 2 hour rated elevator shaft, requiring it to also be protected by 2 hour fire barriers and horizontal assemblies. (2009 IBC 3006.4) Page: 120 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Mechanical room 1 contains boilers that each have input ratings over 400,000 Btus. This requires the room to be protected by either 1 hour fire barriers and horizontal assemblies or to be fire sprinklered and protected by smoke barriers (including self closing doors complying with 715.4.8.3 and smoke dampers at all air transfer openings). (2009 IBC 508.2.5, 508.2.5.2) Page: 130 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Provide the depth of the seat of the bench in the employee lounge on A-021 (20-24" per ICC/ANSI A117.1-2003 section 903.3). Page: 131 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Fireplace controls in the accessible unit must be within reach ranges. Revise A-022 to label the location of the fireplace controls and to dimension the height above finish floor. ICC/ANSI A117.1-2003 section 1002.9 F-1 F-2 F-3 P-001 P-002 P-003 P-004 P-005 P-006 P-007 P-008 P-009 P-100 P-101 P-102 P-103 P-104 P-105 P-200 P-201 P-202 P-203 P-204 M-001 M-002 M-003 M-004 M-005 M-006 M-007 M-100 FIRE SUPPRESSION PLANS FIRE SUPPRESSION PLANS FIRE SUPPRESSION PLANS PLUMBING SPECS & LEGEND PLUMBING SCHEDULES & DETAILS PLUMBING DETAILS PLUMBING DETAILS PLUMBING DIAGRAMS PLUMBING DIAGRAMS PLUMBING DIAGRAMS PLUMBING DIAGRAMS PLUMBING DIAGRAMS UNDER SLAB WASTE & VENT PLAN LOWER LEVEL WASTE & VENT PLAN MAIN LEVEL WASTE & VENT PLAN PARK LEVEL WASTE & VENT PLAN UPPER LEVEL WASTE & VENT PLAN ROOFTOP LEVEL WASTE & VENT PLAN LOWER LEVEL DOMESTIC WATER & GAS PLAN MAIN LEVEL DOMESTIC WATER & GAS PLAN PARK LEVEL DOMESTIC WATER & GAS PLAN UPPER LEVEL DOMESTIC WATER & GAS PLAN ROOFTOP LEVEL DOMESTIC WATER & GAS PLAN MECHANICAL SPECS & LEGEND MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECH SEQUENCE & SCHEDULE MECHANICAL DIAGRAM MECH DIAGRAMS & DETAILS MECHANICAL DETAILS LOWER LEVEL HVAC PLAN E-003 E-004 E-100 E-101 E-102 E-103 E-104 LHT-000 LHT-001 LHT-002 LHT-003 LHT-004 LHT-100 LHT-102 LHT-103 LHT-104 LHT-105 LHT-106 E-1-01 E-2-01 PANEL SCHEDULES PANEL SCHEDULES LOWER LEVEL POWER PLAN MAIN LEVEL POWER PLAN PARK LEVEL POWER PLAN UPPER LEVEL POWER PLAN ROOFTOP LEVEL POWER PLAN LIGHTING LEGEND LIGHTING SCHEDULES PANEL SCHEDULES LOAD SCHEDULES LIGHTING DETAILS SITE LIGHTING LOWER LEVEL LIGHTING MAIN LEVEL LIGHTING PARK LEVEL LIGHTING UPPER LEVEL LIGHTING ROOF LEVEL LIGHTING PV SYSTEM ARRAY LAYOUT PV SYSTEM ARRAY ELEVATIONS A-605 A-606 A-607 A-608 A-609 A-610 A-611 A-612 A-613 A-614 INTERIOR DOOR SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE EXTERIOR DOOR & WINDOW SCHEDULE CL 3 L 3 L 3 PROJECT DIRECTORY EXCAVATION & SHORING FIRE SUPPRESSION ACOUSTIC ENGINEERARCHITECT CLARIFICATION 1:RESPONSES TO ZONING AND ENGINEERING COMMENTS CLARIFICATION 1A:SECOND RESPONSES TO ENGINEERING, ZONING AND PARKCOMMENTS CLARIFICATION 2:RESPONSES TO PLAN CHECK COMMENTS CLARIFICATION 3:SECOND RESPONSES TO PLAN CHECK COMMENTS Berkel and Company Flame Out Fire Protection, Inc.Soundpost Acoustics, LLCForum Phi STEVENWILSON402127 STAT E OF COLOR A D O L I C E NSED ARC HITECT STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL CONTRACTOR CIVIL INTERIOR DESIGNER 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 Tuttle Surveying 727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623 (970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305 9/28/17 Please fix the PDF bookmarks so each sheet has a labeled bookmark that links to it. Many of the bookmarks in this set are broken. W/D W/D W/D UP W/D W/D UP W/D 018C A A 549.25 sq ft 190.00 sq ft 89.25 sq ft 89.25 sq ft 449.50 sq ft 73.25 sq ft 313.00 sq ft 127.25 sq ft 77.00 sq ft 2,823.50 sq ft UP 78.00 sq ft A 003A A 007B B 011A 009A 005A 006A 007A 010A 004A UP DW DW DW W-41 W-40 018B 018A 223.50 sq ft61'-11" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,106'-9" TRAVEL DISTANCE TO 2ND EXIT,LESS THAN 250'-0" PER IBC 1017.259'-7" TRAVEL DISTANCE TO COMMON PATH,LESS THAN 75'-0" PER IBC 1006.2.1 36'-1" EXIT SEPARATION DISTANCE PER 1007.1.1 EXCEPTION 2 W-49 W-41 W-01 W-01 W-01W-03 W-03 W-01 W-01 W-01 W-01 W-01 W-01 W-47W-47 W-49 W-46 W-54 W-41 W-41 W-41 W-41 W-41 W-41 W-41 W-41 W-40W-40 W-41 W-41 PARKING GARAGE200 GrossOccupancy Type: S-2Program: Parking GarageOccupant Load: 15Floor Assembly: F-1Ceiling Assembly: F-3 LODGE STORAGE300 GrossOccupancy Type: S-2Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 MECHANICAL 2300 GrossOccupancy Type: S-2Program: Storage/MechanicalOccupant Load: 2Floor Assembly: F-1Ceiling Assembly: F-3 UNIT 302 STORAGE300 GrossOccupancy Type: S-2Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 EMPLOYEE LOUNGE50 GrossOccupancy Type: R-1Program: Locker RoomOccupant Load: 7Floor Assembly: F-1Ceiling Assembly: F-3 UNIT 301 STORAGE300 GrossOccupancy Type: S-2Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 2 1 7 1 1 1 1 2 1 1 17 17 13 ACCESSORY OCCUPANCIES PER IBC 508.2.1 ACCESSORY USES TO R-1 OCCUPANCY: LAUNDRY ROOM = 137.75 SQ FTEMPLOYEE LOUNGE = 313.00 SQ FTTOTAL = 450.75 SQ FT TOTAL AREA OF LOWER LEVEL = 5,787.75 SQ FT10% OF TOTAL AREA = 578.78 SQ FT MECHANICAL 2016 STAIR 2003 EMPLOYEE RR008 PREP AREA009 MECHANICAL 1005 ELEV MACHINEROOM011 UNIT 302STORAGE015 WATER/FIRE004 ELEV012 UNIT 301STORAGE014 CAR LIFT017 LOBBY 2002 PARKING GARAGE018 LOBBY 1001 LODGESTORAGE006 EMPLOYEE LOUNGE007 LAUNDRY010 STAIR 1013 F F W-41 F A 36'-1" EXIT SEPARATIONDISTANCE PER 1007.1.1EXCEPTION 2 76'-0" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,88'-6" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.242'-11" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 87'-1" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,99'-7" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.254'-0" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 78'-7" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,91'-1" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.245'-6" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 31'-2" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,106'-2" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.229'-4" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 43'-9" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,118'- 9" TRAVEL DISTANCE TO 2ND EXIT,LESS THAN 250'-0" PER IBC 1017.241'-11" TRAVEL DISTANCE TO COMMON PATH,LESS THAN 75'-0" PER IBC 1006.2.1 72'-3" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,145'-2" TRAVEL DISTANCE TO 2ND EXIT,LESS THAN 250'-0" PER IBC 1017.268'-4" TRAVEL DISTANCE TO COMMON PATH,LESS THAN 75'-0" PER IBC 1006.2.1 59'-9" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,72'- 2" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.226'- 4" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 21'-4" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,84'-7" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.213'-7" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 57'-9" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,70'-3" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.225'-8" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 68'-10" TRAVEL DISTANCE TO NEAREST EXITACCESS, 81'-4" TRAVEL DISTANCE TO 2NDEXIT, LESS THAN 250'-0" PER IBC 1017.235'-9" TRAVEL DISTANCE TO COMMON PATH,LESS THAN 75'-0" PER IBC 1006.2.1 TOTAL OCCUPANT LOAD AT STAIR = 17 TOTAL OCCUPANT LOADAT STAIR = 17 TOTAL OCCUPANT LOADAT COORIDOR = 13 2 HOUR PROTECTION @ COLUMN PERUL 263 DESIGN NO. X676 2 HOUR PROTECTION @COLUMN PER UL 263DESIGN NO. X676 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 2 HOUR PROTECTION @ COLUMN PERUL 263 DESIGN NO. X676 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N6361 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 FP-3 FP-3 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 W-02 W-54 W-47 W-41 W-41 W-49 W-41 W-41 W-41 FP-3 FP-3 LAUNDRY ROOM200 GrossOccupancy Type: R-1Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 PREP AREA200 GrossOccupancy Type: S-2Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 ELEV MACHINE ROOM300 GrossOccupancy Type: S-2Program: Storage/MechanicalOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 WATER/FIRE300 GrossOccupancy Type: S-2Program: Storage/MechanicalOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 MECHANICAL 1300 GrossOccupancy Type: S-2Program: Storage/MechanicalOccupant Load: 2Floor Assembly: F-1Ceiling Assembly: F-3 N 2 tdoorhed withs theheas areo thepath ofss ofg shallntor orve one ithunits of D DRAWING SETS: NAMEPERMIT & BID SET ID ISSUED DATE2/7/17, 1:53 PM STEVENWILSON402127 STAT E OF COLORADO LICENSEDARCHITECT CL 1 CL 1 CL 2 CL 3 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL INTERIOR DESIGNER PROJECT NO: DRAWN BY:LG, ES FORUM PHI LLC 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 PARCEL ID # 273707337001 LEGAL DESCRIPTIONCITY AND TOWNSITE OF ASPEN Block: 75 Lot: A AND:Lot: Thru C ZONE DISTRICT Mixed Use 1404 DATE OF PUBLICATION LOWER LEVEL LIFE Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 9/28/17 CLARIFICATION 1A 6/7/17 2/7/17 9/28/17 CLARIFICATION 2 7/10/17 CLARIFICATION 3 9/28/17 The elevator machineroom abuts the 2 hourrated elevator shaft,requiring it to also beprotected by 2 hourfire barriers andhorizontal assemblies.(2009 IBC 3006.4) W/D W/D W/D UP W/D W/D UP W/D 018C A A 549.25 sq ft 190.00 sq ft 89.25 sq ft 89.25 sq ft 449.50 sq ft 73.25 sq ft 313.00 sq ft 127.25 sq ft 77.00 sq ft 2,823.50 sq ft UP 78.00 sq ft A 003A A 007B B 011A 009A 005A 006A 007A 010A 004A UP DW DW DW W-41 W-40 018B 018A 223.50 sq ft61'-11" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,106'-9" TRAVEL DISTANCE TO 2ND EXIT, 36'-1" EXIT SEPARATION DISTANCE PER 1007.1.1 EXCEPTION 2 W-49 W-41 W-01 W-01 W-01W-03 W-03 W-01 W-01 W- W-01 W-47W-47 W-49 W-46 W-54 W-41 W-41 W-41 W-41 W-41 W-41 W-41 W-41 W-40W-40 W-41 W-41 PARKING GARAGE200 GrossOccupancy Type: S-2Program: Parking GarageOccupant Load: 15Floor Assembly: F-1Ceiling Assembly: F-3 LODGE STORAGE300 GrossOccupancy Type: S-2Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 MECHANICAL 2300 GrossOccupancy Type: S-2Program: Storage/MechanicalOccupant Load: 2Floor Assembly: F-1Ceiling Assembly: F-3 UNIT 302 STORAGE300 GrossOccupancy Type: S-2Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 EMPLOYEE LOUNGE50 GrossOccupancy Type: R-1Program: Locker RoomOccupant Load: 7Floor Assembly: F-1Ceiling Assembly: F-3 UNIT 301 STORAGE300 GrossOccupancy Type: S-2Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 2 1 7 1 1 1 1 2 1 1 17 17 13 MECHANICAL 2016 STAIR 2003 EMPLOYEE RR008 PREP AREA009 MECHANICAL 1005 ELEV MACHINEROOM011 UNIT 302STORAGE015 WATER/FIRE004 ELEV012 UNIT 301STORAGE014 CAR LIFT017 LOBBY 2002 PARKING GARAGE018 LOBBY 1001 LODGESTORAGE006 EMPLOYEE LOUNGE007 LAUNDRY010 STAIR 1013 F F W-41 F A 36'-1" EXIT SEPARATIONDISTANCE PER 1007.1.1EXCEPTION 2 76'-0" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,88'-6" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.242'-11" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 87'-1" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,99'-7" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.254'-0" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 78'-7" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,91'-1" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.245'-6" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 31'-2" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,106'-2" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.229'-4" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 43'-9" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,118'- 9" TRAVEL DISTANCE TO 2ND EXIT,LESS THAN 250'-0" PER IBC 1017.241'-11" TRAVEL DISTANCE TO COMMON PATH,LESS THAN 75'-0" PER IBC 1006.2.1 59'-9" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,72'- 2" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.226'- 4" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 21'-4" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,84'-7" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.213'-7" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 57'-9" TRAVEL DISTANCE TO NEAREST EXIT ACCESS,70'-3" TRAVEL DISTANCE TO 2ND EXIT, LESS THAN250'-0" PER IBC 1017.225'-8" TRAVEL DISTANCE TO COMMON PATH, LESSTHAN 75'-0" PER IBC 1006.2.1 68'-10" TRAVEL DISTANCE TO NEAREST EXITACCESS, 81'-4" TRAVEL DISTANCE TO 2NDEXIT, LESS THAN 250'-0" PER IBC 1017.235'-9" TRAVEL DISTANCE TO COMMON PATH,LESS THAN 75'-0" PER IBC 1006.2.1 TOTAL OCCUPANT LOAD AT STAIR = 17 TOTAL OCCUPANT LOADAT STAIR = 17 TOTAL OCCUPANT LOADAT COORIDOR = 13 2 HOUR PROTECTION @ COLUMN PERUL 263 DESIGN NO. X676 2 HOUR PROTECTION @COLUMN PER UL 263DESIGN NO. X676 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 2 HOUR PROTECTION @ COLUMN PERUL 263 DESIGN NO. X676 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N6361 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 FP-3 FP-3 1 HOUR PROTECTION@ BEAM PER UL 263DESIGN NO. N636 W-02 W-54 W-47 W-41 W-41 W-49 W-41 W-41 W-41 FP-3 FP-3 LAUNDRY ROOM200 GrossOccupancy Type: R-1Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 PREP AREA200 GrossOccupancy Type: S-2Program: StorageOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 ELEV MACHINE ROOM300 GrossOccupancy Type: S-2Program: Storage/MechanicalOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 WATER/FIRE300 GrossOccupancy Type: S-2Program: Storage/MechanicalOccupant Load: 1Floor Assembly: F-1Ceiling Assembly: F-3 MECHANICAL 1300 GrossOccupancy Type: S-2Program: Storage/MechanicalOccupant Load: 2Floor Assembly: F-1Ceiling Assembly: F-3 OUTDOOR AREA EXCEPTION 2 PER IBC 1004.8 Outdoor Areas Yards, patios, courts and similar outdoorareas accessible to and usable by thebuilding occupants shall be provided withmeans of egress as required by thischapter. The occupant load of suchoutdoor areas shall be assigned by thebuilding official in accordance with theanticipated use. Where outdoor areas areto be used by persons in addition to theoccupants of the building, and the path ofegress travel from the outdoor areaspasses through the building, means ofegress requirements for the building shallbe based on the sum of the occupantloads of the building plus the outdoorareas. Exceptions: 1. Outdoor areas used exclusively forservice of the building need only have onemeans of egress. 2. Both outdoor areas associated withGroup R-3 and individual dwelling units ofGroup R-2. DRAWING SETS: NAMEPERMIT & BID SET ID ISSUED DATE2/7/17, 1:53 PM STEVENWILSON402127 STAT E OF COLORADO LIC ENSEDARCHITECT CL 1 CL 1 CL 2 CL 3 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL CONTRACTOR CIVIL INTERIOR DESIGNER 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 CLARIFICATION 1A 6/7/17 2/7/17 9/28/17 CLARIFICATION 2 7/10/17 CLARIFICATION 3 9/28/17 Mechanical room 1 contains boilers that eachhave input ratings over 400,000 Btus. Thisrequires the room to be protected by either 1hour fire barriers and horizontal assembliesor to be fire sprinklered and protected bysmoke barriers (including self closing doorscomplying with 715.4.8.3 and smokedampers at all air transfer openings). (2009IBC 508.2.5, 508.2.5.2) DW DW 5' 2'-6" 5' 4' 4'4' 32" MIN 2'-6" 4' 2'-6" 4' 2'-6" 1A-021 2A-021 3A-021 4A-021 1A-0442A-044 3A-044 4A-044 EMPLOYEE LOUNGE007 F2' 1A-021 TO LOBBY 2 CL 3 CL 3 1/2" = 1'-0" REFERENCE INTERIOR DESIGNER FOR CABINET DRAWER LAYOUT.DIMENSIONS PER ACCESSIBILITY CODE. ALL DIMENSIONS ARE TO FINISH, NOT FRAMING STEVENWILSON402127 STAT E OF COLOR A DO LI C ENSEDARC HITECT STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL CONTRACTOR CIVIL INTERIOR DESIGNER 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com 9/28/17 Provide the depth ofthe seat of the bench in the employee lounge on A-021 (20-24" per ICC/ANSI A117.1-2003 section 903.3). 32" MIN 3'-6" 4'-6" 5' 1'-6" 32" MIN 2'-6" 4' 2'-6" 4' 5' 6' 3'-1"11" 3'-1"11" 2'-6" 4' 4' 5' 2' 3' 32" MIN 1'3'1' 15"-16" 4' 2'-6" 5'-83/4" 1A-0222A-0223A-022 4A-022 1A-0232A-0233A-023 4A-023 9A-02310A-02311A-023 12A-023 5A-0236A-0237A-023 8A-023 ACCESSIBLE LODGE 5 BATH130 MECH WATER CLOSET ACCESSIBLE LODGE 5 BED129 3' 5' 2'-6"2'-6" EDGE OF WALL 15" MIN 48" MAX 2'-10" SHELFCLOTHES RODEND OF WALLMECH CLOSET ACCESSIBLE CLOSETTO LODGE 5 BATH 2'-10" 15" MIN SHELF TO LIBRARY EDGE OF WALL TO LODGE 6 CL 3 129 LODGE 5 PLAN 1/2" = 1'-0" 4 LODGE 5 BED E 1/2" = 1'-0" 3 LODGE 5 BED S 1/2" = 1'-0" 2 LODGE 5 BED W 1/2" = 1'-0" 1 LODGE 5 BED N 1/2" = 1'-0" REFERENCE INTERIOR DESIGNER FOR CABINET DRAWER LAYOUT.DIMENSIONS PER ACCESSIBILITY CODE. ALL DIMENSIONS ARE TO FINISH, NOT FRAMING DRAWING SETS:NAMEPERMIT & BID SET ID ISSUED DATE2/7/17, 1:53 PM STEVENWILSON402127 STATEOFCOLORADO LICENSEDARCHITECT CL 1CL 1 CL 2 CL 3 STRUCTURAL CONSULTANTSSURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL INTERIOR DESIGNER PROJECT NO:DRAWN BY:LG, ESFORUM PHI LLC 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 PARCEL ID # 273707337001LEGAL DESCRIPTIONCITY AND TOWNSITE OF ASPEN Block: 75 Lot: A AND:Lot: Thru C ZONE DISTRICT Mixed Use 1404DATE OF PUBLICATION A-022 ACCESSIBLEELEVATIONS Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 9/28/17 CLARIFICATION 1A 6/7/17 2/7/17 9/28/17 CLARIFICATION 2 7/10/17CLARIFICATION 3 9/28/17 9/26/17 Fireplace controls inthe accessible unitmust be within reachranges. Revise A-022to label the location ofthe fireplace controlsand to dimension theheight above finishfloor. ICC/ANSIA117.1-2003 section1002.9 Per our phone discussion, the PDF bookmarks will be fixed in any future submissions. Mech Room 1 is fire sprinklered and we have updated it to be protected by smoke barriers. The smoke dampers have been added and are shown on sheet M-100. Door 005A will be self closing. This has been noted on A-011 and the door schedule on A-601. The elevator machine room has been updated to also be protected by 2 hour fire barriers and horizontal assemblies. I added a new wall assembly for this (W-57 on A-503). I rearranged the assembly sheets to be A-500 - A-503 to make room for this. This dimension has been provided. Reach range dimensions for the fireplace controls have been provided on the ADA elevations on this sheet. 11/27/17 Page: 132 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: This should be 12" max (accessible lodge unit bathtub back wall grab bar distance from control wall per ICC/ANSI A117.1-2003 section 607.4.2). Revise A-023 Page: 132 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Dimension the length of the bench (min 42" per ICC/ANSI A117.1-2003 section 903.3) Page: 137 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Dimension bench seat depth and length on A-28 (20-24" and minimum 42" respectively per ICC/ANSI A117.1-2003 section 903.3) Page: 140 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Drain pipes at the game lounge sink on A-031 must be out of knee and toe space or fit between knees (ICC/ANSI A117.1-2003 section 606.2) Page: 143 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Sidewall grab bar blocking for the water closet in Res 1 bath must be 42" due to there being a side wall that can accommodate it (ICC/ANSI A117.1-2003 section 604.5.1 exception 2. 9" 33"-36" 3"-6" 1'-6" 24" MIN 2'-10" 8" M 27" MIN 11" TO LODGE 5 BATH DIMS PER ANSI 607 CL BATHCONRTOLS HANDSHOWER TO BE PROVIDED PER ANSI607.6 2'-10" 33"-36" 12" MIN 8" MIN 27" MIN 11" MIN BATH DIMS PER ANS 40" MAX 34" MAX SINK DIMS PER ANSI 306/606 24" MAX 2'-8" MIN 12" MIN 33"-36" 3"-6" 18" MIN 15"-16" 17"-19" 9" BATH DIMS PER ANSI 607 REMOVABLE IN TUB SEAT 1 LODGE 5 BATH N 1/2" 3 LODGE 5 BATH S 1/2" 4 LODGE 5 BATH E 1/2" = 1'-0" 2 LODGE 5 BATH W 1/2" = 1'-0" This should be 12" max (accessible lodge unit bathtub back wall grab bar distance from control wall per ICC/ANSI A117.1-2003 section 607.4.2). Revise A-023 33"-36" 3"-6" 1'-6" 24" MIN 2'-10" 8" MIN 27" MIN 11" MIN 9" MIN TO LODGE 5 ER ANSI 607 L BATHCONRTOLS HANDSHOWER TO BE PROVIDED PER ANSI607.6 2'-10" 33"-36" 12" MIN BATH DIMS PER ANSI 607 5' 6' 3'-1"11" 3'-1"11" 2'-6" 5' 2' 3' 32" MIN 1'3'1' 15"-16" 5'-83/4" 2'-81/2" 3'-1/4" 3'-6" 3'-6" 32" MIN 4' 2'-6" 5'-6" 5'-5" 20"-24" 1'-10" 1'-10" 4' 1A-023 2A-023 3A-023 4A-023 9A-02310A-023 11A-023 12A-023 5A-023 6A-023 7A-023 8A-023 ACCESSIBLE LODGE 5 BATH130 MECH WATER CLOSET 3' 5' 2'-6" 2'-6" LODGE 5 BATH N 1/2" = 1'-0" LODGE 5 BATH S 1/2" = 1'-0" 130 LODGE 5 PLAN 1/2" = 1'-0" DRAWING SETS: NAME PERMIT & BID SET ID ISSUED DATE 2/7/17, 11:53 AM CL 1 CL 1 CL 2 CL 3 COPYRIGHT CONTRACTOR INTERIOR DESIGNER PROJECT NO: DRAWN BY:LG, ES FORUM PHI LLC PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: A AND:Lot: Thru C ZONE DISTRICT Mixed Use 1404 DATE OF PUBLICATION A-023 ACCESSIBLE ELEVATIONS Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 CLARIFICATION 1A 6/7/17 2/7/17 CLARIFICATION 2 7/10/17 CLARIFICATION 3 9/28/17 10/4/17 Dimension the length of the bench (min 42" per ICC/ANSI A117.1-2003 section 903.3) 5' 4' 2'-6"4I-2822I-282 1I-282 3A-028 SKI STORAGE221 15" MIN 48" MAX SHELF ACCESSIBLELOCKER 15" MIN48" MAX 17"- 19" 18" MIN EDGE OF WALL EDGE OF WALL EDGE OF WALL ACCESSIBLELOCKER 32" MIN 4'4' 4' 2'-6" 4'2'-6" 2'-6" CL 3 220 SKI STORAGE31/2" = 1'-0" 4 MAIN ENTRY E 1/2" = 1'-0"101 MAIN ENTRY 1/2" = 1'-0" DRAWING SETS: NAME PERMIT & BID SET ID ISSUED DATE 2/7/17, 11:53 AM STEVENWILSON402127 STAT E OF COLORA DO LIC ENSEDARCHITECT CL 1 CL 1 CL 2 CL 3 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL INTERIOR DESIGNER PROJECT NO: DRAWN BY:LG, ES FORUM PHI LLC 200 South Aspen Aspen CO81611 PARCEL ID # 273707337001 LEGAL DESCRIPTIONCITY AND TOWNSITE OF ASPEN Block: 75 Lot: A AND:Lot: Thru C ZONE DISTRICT Mixed Use 1404 DATE OF PUBLICATION A-028 ACCESSIBLEELEVATIONS Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 9/28/17 CLARIFICATION 1A 6/7/17 2/7/17 9/28/17 CLARIFICATION 2 7/10/17 CLARIFICATION 3 9/28/17 9/26/17 Dimension bench seat depth and length onA-28 (20-24" andminimum 42" respectively per ICC/ANSI A117.1-2003 section903.3) 1'-6"1'-6" 4' 4'2'-6" 1'-6" 1'-6"1'1' 5' 4'-8" 5'32" MIN32" MIN 32" MIN 2'-6" 4' 4'-8" 2'-6" 11" MIN 3'-1"1A-031 3A-031 5A-031 6A-031 7A-031 8A-031 2A-031 4A-031 WATER CLOSET WATER CLOSET GAME LOUNGE / BAR RR204 27" MIN 34" MAX 39"-41" 18" MIN 24" MIN 12" MIN 17" - 19" SINK DIMS PER ANSI 306/606 GRAB BAR/TOILET DIMS PER ANSI 604.5.2 604.5.2 CL TO GAME LOUNGE/BAR 8" MIN 27" MIN 11" MIN9" MIN 34" MAX 20" MAX SINK DIMS PER ANSI 306/606 TO GAME LOUNGE/BAR WC 204 GAME LOUNGE / BAR RR PLAN 1/2" = 1'-0" 8 GAME LOUNGE / BAR RR E 7 GAME LOUNGE / BAR RR W GAME LOUNGE / BAR RR S 1/2" = 1'-0"1 GAME LOUNGE / BAR RR N 1/2" = 1'-0" 6 GAME LOUNGE / BAR RR E 5 GAME LOUNGE / BAR RR W 2 GAME LOUNGE / BAR RR W DRAWING SETS: NAME PERMIT & BID SET ID ISSUED DATE 2/7/17, 1:53 PM CL 1 CL 1 CL 2 CL 3 MECHANICAL COPYRIGHT CONTRACTOR INTERIOR DESIGNER PROJECT NO: DRAWN BY:LG, ES FORUM PHI LLC PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: A AND:Lot: Thru C ZONE DISTRICT Mixed Use 1404 DATE OF PUBLICATION A-031 ACCESSIBLE ELEVATIONS Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 9/28/17 CLARIFICATION 1A 6/7/17 2/7/17 CLARIFICATION 2 7/10/17 CLARIFICATION 3 9/28/17 9/26/17 Drain pipes at the game lounge sink onA-031 must be out ofknee and toe space or fit between knees (ICC/ANSI A117.1-2003 section606.2) 32" MIN 4'-8" 5' 32" MIN 1'-6" 5I-294 6I-294 7I-294 8I-294 9A-034 10A-034 11A-034 12A-034 SHOWER WATER CLOSET TO GAME LOUNGE/BAR WC 33"-36" 12" MAX 18" MIN BLOCKING 12" MIN24" MIN 33"-36" BLOCKING CL 3059RES 1 BATH WC 1 N10RES 1 BATH WC 1 W11RES 1 BATH WC 1 S12RES 1 BATH WC 1 E 1 RESIDENCE 1 SITTING N 1/2" = 1'-0" Sidewall grab bar blocking for the water closet in Res 1 bath must be 42" due to there being a side wall that can accommodate it (ICC/ANSI A117.1-2003 section 604.5.1 exception 2. These changes have been included in the updated set. These dimensions have been provided. An outline of the proposed plumbing has been added to the plans to show that the pipes will not interfere with the lavatory clear floor space. The grab bar blocking has been updated to be 42". The bench has been dimensioned to show 42" minimum length. 11/27/17 Page: 146 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Provide blocking for a vertical grab bar at the Res 2 bath shower control wall per ICC/ANSI A117.1-2003 section 608.3.1.2. (18" min long, 3"-6" above horizontal, 4" max inward from front edge of shower) Page: 147 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Your pool lift code sections are still incorrect on A-038. Revise to be ICC A117.1-2009 1109.2. Page: 147 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Your specified pool lift does not comply. The submitted spec gives a maximum submerged seat depth below pool deck surface of 12". Code requires 18" minimum. (A117.1-2009 section 1109.2). Select a different lift that complies and provide a spec. Page: 175 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: There are still IRC notes. Please change them all to IBC. This appears to affect sheets Z201-A115 and A201-A304. Page: 182 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Guards must be 42". 2009 IBC 1013.2 12" MIN 12" MIN 33"-36" 33"-36" 6"6"BLOCKING CL BLOCKING 12" MAX 24" MIN TO SHOWER BLOCKING 33"-36" 6" TO RESIDENCE 2BATHROOM BLOCKING 33"-36" 6"BLOCKING 1A-037 2 456 OPTION A 1 RES 2 BATH N 1/2" = 1'-0"RES 2 BATH S 1/2" = 1'-0"2 RES 2 BATH W 1/2" = 1'-0" 6 RES 2 BATH SHOWER E 5 RES 2 BATH SHOWER W DRAWING SETS: NAME PERMIT & BID SET ID ISSUED DATE 2/7/17, 1:53 PM STEVENWILSON402127 STAT E OF COLOR A D O LI C ENSEDARCHITECT CL 1 CL 1 CL 2 CL 3 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL CONTRACTOR CIVIL INTERIOR DESIGNER PROJECT NO: DRAWN BY:LG, ES 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 1404 DATE OF PUBLICATION Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 9/28/17 CLARIFICATION 1A 6/7/17 2/7/17 9/28/17 CLARIFICATION 2 7/10/17 CLARIFICATION 3 9/28/17 Provide blocking for a vertical grab bar at the Res 2 bath showercontrol wall per ICC/ANSI A117.1-2003 section 608.3.1.2. (18" min long, 3"-6" abovehorizontal, 4" max inward from front edge of shower) 3'-1/2" 32" MIN 32" MIN 4' 2'-6"LIFT 16"-19" SEAT HE POOL LIFT OUTLINE 1 SPA Your pool lift code sections are still incorrect on A-038. Revise to be ICC A117.1-2009 1109.2. 3'-1/2" 4' 3' 32" MIN 32" MIN 4' 2'-6" 1' 1A-038 LOWEREDSEAT CL LIFT 16" MIN RAISEDSEATOUTLINE DECK405 POOL403 4'3' 1' 1A-038 LOWEREDSEAT CL SPA404 16" MIN OUTLINE OF POOL LIFT IN LOWEREDPOSITION RAISEDSEATOUTLINE 18" MIN 16"-19" SUBMERGED SEAT DEPTH PER ICCA117.1-2009 1009.2 SEAT HEIGHT PER ICC A117.1-2009 1009.2 POOL LIFT OUTLINE 18" MIN 16"-19" SUBMERGED SEAT DEPTH PER ICCA117.1-2009 1009.2 SEAT HEIGHT PER ICC A117.1-2009 1009.2 POOL LIFT OUTLINE CL 3 403 POOL 1/2" = 1'-0" 404 SPA 1/2" = 1'-0"1 SPA 1/2" = 1'-0" 1 POOL 1/2" = 1'-0" REFERENCE INTERIOR DESIGNER FOR CABINET DRAWER LAYOUT.DIMENSIONS PER ACCESSIBILITY CODE. ALL DIMENSIONS ARE TO FINISH, NOT FRAMING DRAWING SETS: NAMEPERMIT & BID SET ID ISSUED DATE2/7/17, 11:53 AM STEVENWILSON402127 STATEOFCOLORADO LICENSEDARCHITECT CL 1 CL 1 CL 2 CL 3 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL INTERIOR DESIGNER PROJECT NO: DRAWN BY:LG, ESFORUM PHI LLC 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 PARCEL ID # 273707337001 LEGAL DESCRIPTIONCITY AND TOWNSITE OF ASPEN Block: 75 Lot: A AND:Lot: Thru C ZONE DISTRICT Mixed Use 1404DATE OF PUBLICATION A-038 ACCESSIBLEELEVATIONS Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 9/28/17 CLARIFICATION 1A 6/7/17 2/7/17 9/28/17 CLARIFICATION 2 7/10/17 CLARIFICATION 3 9/28/17 9/26/17 Your specified pool liftdoes not comply. Thesubmitted spec givesa maximumsubmerged seat depthbelow pool decksurface of 12". Coderequires 18" minimum.(A117.1-2009 section1109.2). Select adifferent lift thatcomplies and providea spec. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 PATIO AT OR WITHIN 6" OF FINISHED GRADE PER26.575.020.D.6 SITE RETAINING WALL <30" ABOVE GRADE PER26.575.020.E.5.k WILDLIFE-RESISTANT TRASH ENCLOSURE PER26.575.020.E.5.t EAVES, BAY WINDOWS, ARCHITECTURAL PROJECTIONSUP TO 18" PER 26.575.020.E.5.g MECHANICAL SCREENING <6' ABOVE HEIGHT OF ROOFPER 26.575.020.F.4.eMECHANICAL PROJECTIONS <6' ABOVE HEIGHT OFROOF PER 26.575.020.F.4.e 1/3 POINT FROM EAVE TO RIDGE TIE DOWNS FOR NON PERMANENT FEATURES PER26.575.020.E.5.s OMIT HOT TUBS, POOLS, WATER FEATURES PER 26.575.020.E.5.m OMIT ENERGY EFFICIENT & RENEWABLE ENERGYEQUIPMENT PER 26.575.020.E.5.o DRAINAGE & STORMWATER FEATURES PER26.575.020.E.5.L PAINTED LINE FOR PARKING WHEEL STOP OMIT OMIT OMIT OMIT LIGHT WELL FOR LIGHT & AIR ONLY; NON EGRESSWINDOW WELL PANEL; NON-LOCKING FLIP-UP GRATE &REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN EGRESS SILL 32" AFF (MUST BE LESS THAN 44") PATIO, SNOWMELT PER IBC 1140.1 DECK, SNOWMELTED, SLOPED 1/8" PER 1' FORDRAINAGE OMIT OMIT GUARDRAIL PER IRC 312, MIN HEIGHT 34" GUARDRAIL PER IBC 1012, MIN HEIGHT 42" HANDRAIL PER IRC 312, MIN HEIGHT 34" HANDRAIL PER IBC 1012, MIN HEIGHT 34", MAXHEIGHT 38" GAS FIREPLACE APPLIANCE DRYER FLUE VENT EXHAUST FLUE VENT FRESH AIR INTAKE SEWAGE EJECTOR ACCESS LOCATION BOILER FLUES BUILT IN MILLWORK OMIT ROOF MEMBRANE METAL FACIA METAL CAP METAL RAILING VERTICAL WOOD SIDING HORIZONTAL WOOD SIDING BRICK VENEER WOOD W/IN 6" OF GRADE TO BE NATURALLY DURABLEOR PRESERVATIVE-TREATED PER IBC 2304.11.2.6 OMIT OMIT HOSE BIBB OMIT FLAT ROOF, SLOPED 1/4" PER 1' FOR DRAINAGE SNOW FENCE DOWNSPOUT GUTTER STEVENWILSON402127 STAT E OF COLOR A D O LI C ENSED ARC HITECT STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL CONTRACTOR CIVIL KEYNOTE LEGEND 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612 KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com 7/10/17 B A SETBACK LINE PROPERTY LINE@ SOUTH 135'-4"T.O. SLAB @ UPPER ROOF DECK 121'-0"T.O. SLAB @ SOUTH PENTHOUSE 131'-2 1/2"T.O. SLAB @ LOWER ROOF DECK 145'-4"T.O. ROOF DROPPED STRUCTURET.O. SLAB = 120'-9" R-3 6 51 28 28 51 R-6F-4 W-25 R-4 ESIDENCE 2 BEDROOM313 DECK 22A-507 09 33A-509 32A-509 W-25 There are still IRC notes. Please change them all to IBC. This appears to affect sheets Z201-A115 and A201-A304. UP 3'-8"7'-4" 11" 3'-6" 37/8" 3'-6" 3'-6" 11" S3A-404 19 R. @ DN 11" 3'-93/8"7'-4" 19 R. @ 6 3/4" = 10' 7 3/8" 5'-03/8" 5'-7" 10'-73/8" 8'-1" 3'-0" 11" 63/4" 110'-7 5/8"T.O. F.F @ PARK LEVEL 121'-3"T.O. F.F. @ SOUTH PENTHOUSESE HANDRAIL PER IBC 1012 GUARDRAIL PER IBC 1013 STAIR 3 PARK L STAIR 3 UPPER STAIR 3 SECTION 1/2" = 1'-0" Guards must be 42". 2009 IBC 1013.2 The code requires that the seat will submerge to a water depth of 18". The spec calls out a maximum of 12" from the deck to the water. This dimension references the required water level of the pool. The chair is 18" so the seat will meet the 18" minimum submerged seat depth as long as the water in the pool is filled to meet this requirement noted in the spec. These code lift sections have been updated on this sheet. 608.3.1.2 references code requiring a vertical grab bar for a transfer type shower. This is a roll in type shower and does not appear to require any vertical grab bars per 608.3.2. However, we have added the vertical blocking as requested. The guard has been updated to be 42" This was updated in the updated clarification 3 set. These sheets have been flattened. Please let me know if they show up correctly. 11/27/17 Page: 183 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Guards must be 42". 2009 IBC 1013.2 Page: 183 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Guards must be 42". 2009 IBC 1013.2 Page: 184 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Guards must be 42" 2009 IBC 1013.2 Page: 187 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: The dumbwaiter shaft walls are called out as being W-46 on A-014, which references to UL U425, which requires a minimum 3 1/2" steel stud wall with gypsum board attached to each side. The wall framing on A-409 scales out at 2" thick. Also, it does not appear very feasible to attach the inner layer of drywall inside the shaft. You could choose a shaft wall assembly which would allow for the thinner framing and use a gyp liner panel to snap in on the inside for constructibility. Page: 205 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: W-45 references UL U425 which calls for drywall on each side. If this is for a shaft wall, perhaps a shaft liner assembly would be more appropriate? 101/2" 3'-87/8" 7'-61/2" S4A-405 17 R. @ 7 3/8" = 10' 6" UP 3'-0" S5A-405 S5A-405 3'-2" 3'-2" GUAR 3'-81/2" 15'-97/8" 10'-6" 9'-03/8" 101/2" 73/8" 3'-0" 3'-0" 4" MAX 110'-7 5/8"T.O. F.F @ PARK LEVEL110'-7 5/8"T.O. F.F @ PARK LEVEL HANDRAIL PER IBC 1012 GUARDRAIL PER IBC 1013 100'-1 5/8"T.O. F.F. @ MAIN LEVEL100'-1 5/8"T.O. F.F. @ MAIN LEVEL 103'-10 1/8"T.O. F.F. @ LANDING 3'-81/2" 10'-5 73/8" 6" MAX 3'-0" 4" MAX 101/2" 100'-1 5/8"T.O. F.F. @ MAIN LEVEL100'-1 5/8"T.O. F.F. @ MAIN LEVEL 103'-10 1/8"T.O. F.F. @ LANDING S4 AH1 STAIR SECTION 1/2" = 1'-0" S5 AH1 STAIR SECTION 1/2" = 1'-0" Guards must be 42". 2009 IBC 1013.2 101/2" 3'-2"8'-9" 3'-2"17 R. @ 7 3/8" = 10' 6" 3'-81/2" 14'-113/8" 10'-57/8" 8'-17/8" 73/8" 6" MAX 3'-0" 3'-0" 6'-83/4" 4" MAX 110'-7 5/8"T.O. F.F @ PARK LEVEL110'-7 5/8"T.O. F.F @ PARK LEVEL HANDRAIL PER IBC 1012 GUARDRAIL PER IBC 1013 101/2" 100'-1 5/8"T.O. F.F. @ MAIN LEVEL100'-1 5/8"T.O. F.F. @ MAIN LEVEL 103'-10 1/8"T.O. F.F. @ LANDING S5 AH1 STAIR SECTION 1/2" = 1'-0" Guards must be 42". 2009 IBC 1013.2 UP A A A STORAGE 3'-0" 101/2" 6'-11/2"3'-83/8" S6A-406 S6A-406 HANDRAIL PER IBC 1012 17 R. @ 7 3/8" = 10' 6" 6" MAX 4" MAX 3'-0" 3'-0" 110'-7 5/8"T.O. F.F @ PARK LEVEL110'-7 5/8"T.O. F.F @ PARK LEVEL HANDRAIL PER IBC 1012 GUARDRAIL PER IBC 1013 STORAGE 6'-111/4" 3'-63/4" 8'-103/8" 101/2" 73/8" 100'-1 11/16"T.O. F.F. @ MAIN LEVEL100'-1 11/16"T.O. F.F. @ MAIN LEVEL DN3'-0" 7'-51/2" 101/2" 17 R. @ 7 3/8" = 10' 6" HANDRAIL PER IBC 1012 GUARDRAIL PER IBC 1013 3'-0"4'-101/2"3'-51/8" 11" = 131'-8 1/4" 1'-0" 6'-5" 11" 135'-9 5/8" HANDRAIL PER IBC 1012 GUARDRAIL PER IBC 1013 135'-4"T.O. SLAB @ UPPER ROOF DECK 131'-2 1/2"T.O. SLAB @ LOWER ROOF DECK AH2 STAIR MAIN LEVEL 1/2" = 1'-0"S6 AH2 STAIR SECTION 1/2" = 1'-0" AH2 STAIR PARK LEVEL 1/2" = 1'-0" OOFTOP DECK STAIR 1/2" = 1'-0" 1/2" = 1'-0" DRAWING SETS NAME PERMIT & B STAT E LI CEN STRUCTURA CONSULT SURVEYOR MECHANICA COPYRIGHT CONTRACTO CIVIL INTERIOR D PROJECT NO: DRAWN BY: 200 Sou 20 PARCEL ID # 273 LEGAL DESCRIPCITY AND TOWNLot: Thru C ZONE DISTRICT DATE OF PUBLIC A Tuttle Surveying727 Blake AveGlenwood Springs(970) 928-9708jeff@tss-us.com Roaring Fork Eng592 Highway 133Carbondale, CO (970) 340-4130richardg@rfeng.b Architectural Engi40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.co Madigan + CompaPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco KL&A215 N. 12th StreeCarbondale, CO (970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central ExDallas, TX 75205(214) 522-6716, Edonna@dgainterio CLARIFICA CLARIFICAT CLARIFICA CLARIFICA Guards must be 42" 2009 IBC 1013.2 CABINET CABINET 3'-2" 2'-31/2" DW1A-409 DW1A-409 F 2'-31/2" 3'-2" LOWER CABINET UPPER SHELVES DW1A-09 DW1A-09 2'-43/4" 3" 3' 7'-9" TOTAL TRAVEL 4'-1" (4'-1" MIN.) 30" H x 30" DOORWAY 121'-0"T.O. SLAB @ NORTH PENTHOUSE 131'-2 1/2"T.O. SLAB @ LOWER ROOF DECK 135'-4"T.O. SLAB @ UPPER ROOF DECK 1 HOUR FIRERATED DOOR 1 HOUR FIRERATED DOOR ACCESS DOORWITHINCABINET SPA W-46A-502W-46A-502 10'-8" FLOOR TO FLOOR 4'-6" (4'-7" MIN) 4" SILL HEIGHT 30" H x 30" DOORWAY 1 HOUR FIRERATED DOOR JOINT SYSTEMPER HW-D-0292JOINT SYSTEMPER HW-D-0292 CL 3 ROOFTOP LEVEL DUMBWAITER PLAN 1" = 1'-0"UPPER LEVEL DUMBWAITER PLAN 1" = 1'-0"DUMBWAITER SECTION DRAWING SETS:NAMEPERMIT & BID SET ID ISSUED DATE2/7/17, 1:53 PM STEVENWILSON402127 STATEOFCOLORADO LICENSEDARCHITECT CL 1CL 1 CL 2CL 3 STRUCTURAL CONSULTANTSSURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL INTERIOR DESIGNER PROJECT NO:DRAWN BY:LG, ESFORUM PHI LLC 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 PARCEL ID # 273707337001LEGAL DESCRIPTIONCITY AND TOWNSITE OF ASPEN Block: 75 Lot: A AND:Lot: Thru C ZONE DISTRICT Mixed Use 1404DATE OF PUBLICATION A-409 DUMBWAITER Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 9/28/17 CLARIFICATION 1A 6/7/17 2/7/17 9/28/17 CLARIFICATION 2 7/10/17CLARIFICATION 3 9/28/17 9/26/17 The dumbwaiter shaft walls are called out asbeing W-46 on A-014, which references to ULU425, which requires a minimum 3 1/2" steelstud wall with gypsum board attached to eachside. The wall framing on A-409 scales out at 2"thick. Also, it does not appear very feasible toattach the inner layer of drywall inside the shaft.You could choose a shaft wall assembly whichwould allow for the thinner framing and use agyp liner panel to snap in on the inside forconstructibility. 5/8" EXTERIOR GYP SPRAY APPLIEDCLOSED CELL FOAMINSULATION; R-6.25PER 1" ATTIC ROOF 5/8" GYP FINISH CEILING PERPLANS ATTIC FLOOR BEAM PER STRUCT 5/8" GYP FINISH CEILING PERPLANS FURRING CHANNEL TYP. FLAT ROOF @ INTERIOR FRAMING PER PLAN LIGHT GAUGE METALFRAMING 5/8" TYPE X GYP; TWOLAYERS5/8" TYPE X GYP; TWOLAYERS 2 HOUR RATED INTERIOR STUD WALL@ MECHANICAL CHASE 3-1/2" MIN. PER UL 263; DESIGN NO. U425 FRAMING PER PLAN LIGHT GAUGE METALFRAMING 5/8" TYPE X GYP;TWO LAYERS 5/8" TYPE X GYP;TWO LAYERS 5/8" GYP;FOR LIGHTING TRACK 2 HOUR RATED INTERIOR STUD WALL@ STAIR PER UL 263; DESIGN NO. U425 STAIR WELLHALLWAY 3-1/2" MIN. FRAMING PER PLAN LIGHT GAUGE METALFRAMING 5/8" TYPE X GYP; TWOLAYERS INTERIOR STUD WALL@ MECHANICAL CHASE PER UL 263; DESIGN NO. U425 1 HOUR RATED FRAMING PER PLAN LIGHT GAUGE METALFRAMING 5/8" TYPE X GYP 5/8" TYPE X GYP PER UL 263; DESIGN NO. U425 INTERIOR STUD WALL 1 HOUR RATED FRAMING PER PLAN PER STRUCT LIGHT GAUGE METALFRAMING GAP B/W CONC. &FRAMING 5/8" GYP CONCRETE PERSTRUCT; SILICEOUS; 8"MIN. THICKNESS PER IBC TABLE 721.2.1.1 INTERIOR CONC. WALL @ELEVATOR/VEHICLE LIFT SHAFT 1 OR 2 HOUR RATED; SEE LIFE SAFETY DIAGRAM 21/2"21/2" LIGHT GAGE METALFRAMING (2 1/2") SOUND BATTINSULATION AIR SPACE 5/8" GYP; QUIETROCK 530 5/8" GYP; QUIETROCK530 INTERIOR STUD WALLBETWEEN LODGE ROOMS 1/2 HOUR RATED MIN. | STC 50 MIN. STC 55 PER TEST REPORT B3433-6W (ASTM E 90) 1 HOUR RATED PER UL 263; DESIGN NO. U425 FRAMING PER PLAN LIGHT GAGE METALFRAMING SOUND BATTINSULATION 5/8" GYP; QUIETROCK 530 5/8" GYP; QUIETROCK 530 1/2 HOUR RATED MIN. | STC 50 MIN. INTERIOR STUD WALL BETWEENCORRIDORS & LODGE ROOMS STC 55 PER TEST REPORT B3433-6W (ASTM E 90) 1 HOUR RATED PER UL 263; DESIGN NO. U425 21/2" LIGHT GAUGE METALFRAMING (2 1/2") 5/8" GYP;FOR LIGHTING TRACK AIR SPACE SOUND BATTINSULATION 5/8" GYP; QUIETROCK 530 5/8" GYP; QUIETROCK 530 INTERIOR STUD WALL BETWEENLODGE ROOMS @ STAIR STAIR WELLHALLWAY 1/2 HOUR RATED MIN. | STC 50 MIN. STC 55 PER TEST REPORT B3433-6W (ASTM E 90) 1 HOUR RATED PER UL 263; DESIGN NO. U425 INTERIOR STUDWALL @ STAIR STAIR WELL FRAMING PER PLAN LIGHT GAGE METALFRAMING 5/8" GYP INTERIOR STUD WALL NON RATED FRAMING PER PLAN LIGHT GAGE METALFRAMING 5/8" GYP 5/8" GYP INTERIOR STUD WALL NON RATED 31/2" MIN. INSULATION FRAMING PER PLAN2" MIN. LIGHT GAUGE METALFRAMING Z CLIP SPRAY APPLIED CLOSEDCELL FOAM INSULATION;R-6.25 PER 1"RIGID INSULATION; R-5 PER 1" WOOD SIDING 5/8" GYP 5/8" EXTERIOR GYP DRAINAGE MAT WATERPROOFING MEMBRANEPER W/P CONSULTANT EXTERIOR STUD WALL W/ VERTICAL WOOD SIDINGW/ CONTINUOUS INSULATION NON RATED CONDITIONEDSPACE R-21 (CAVITY) R-10 (CONTINUOUS) FRAMING PER PLAN2" MIN. 31/2" MIN. INSULATION LIGHT GAUGE METALFRAMING Z CLIP SPRAY APPLIED CLOSEDCELL FOAM INSULATION;R-6.25 PER 1"RIGID INSULATION; R-5 PER 1" WOOD SIDING 5/8" TYPE X GYP 5/8" EXTERIOR GYP; TYPE X DRAINAGE MAT WATERPROOFING MEMBRANEPER W/P CONSULTANT 1 HOUR RATED PER UL 263; DESIGN NO. U465 EXTERIOR STUD WALL W/ VERTICAL WOOD SIDINGW/ CONTINUOUS INSULATION CONDITIONEDSPACE R-21 (CAVITY) R-10 (CONTINUOUS) CL 3 CL 3 CL 3 CL 3 CL 3CL 3 R-1 DETAIL 1" = 1'-0"R-2 DETAIL 1" = 1'-0"R-3 DETAIL 1" = 1'-0" W-48 DETAIL 1" = 1'-0"W-49 DETAIL 1" = 1'-0" W-45 DETAIL 1" = 1'-0"W-46 DETAIL 1" = 1'-0" W-52 DETAIL 1" = 1'-0" W-44 DETAIL 1" = 1'-0"W-43 DETAIL 1" = 1'-0" W-53 DETAIL 1" = 1'-0" W-55 DETAIL 1" = 1'-0" W-40 DETAIL 1" = 1'-0"W-41 DETAIL 1" = 1'-0"W-35 DETAIL 1" = 1'-0"W-36 DETAIL 1" = 1'-0" W-45 references UL U425 which calls for drywall on each side.If this is for a shaftwall, perhaps a shaftliner assembly wouldbe more appropriate? This has been updated to UL 415, which is a shaft liner assembly. UL415 has been added to sheets A-500-J and A-500-K. The dumbwaiter walls have been updated to be W-45 which has been updated to UL 415, which is a shaft liner assembly. The minimum wall framing thickness is 2.5" which is now shown accurately in the detail. The guard has been updated to be 42" The guard has been updated to be 42" The guard has been updated to be 42" 11/27/17 Page: 209 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Please dimension the distance from top of threshold to finish floor. 1/2" max for swinging doors, 3/4" max for sliding doors. Page: 215 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Dimension the height of the threshold above finish floor (1/2" max allowed) on 50/A-512. Page: 220 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Revise Door 309A on A-605 and Door 401 on A-614 to specify the model of HiTower lock you will use (needs to be the fail safe, free egress from inside 7550 model). Also, provide a fire command center on the plans and demonstrate compliance with all of 2009 IBC 911, including location (verify with the fire marshal), 1 hour fire barrrier and horizontal assembly separation, size, layout approved by the fire marshal, and all features listed in 911.1.5. Page: 260 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Provide smoke dampers at duct penetrations of the boiler room walls (2009 IBC 508.2.5.2). Page: 266 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Your REMP worksheets still do not match the mechanical plans. Here's my count: RREMP CREMP 1275 75 835 285 115 615 50 95 900 175 60 20 20 3275 1245 =4520 total W-20A-501 W-25A-501 CAP PLATE ASHING RY VENT 13 CONDITIONEDSPACEEXTERIOR R-5A-503 F-2A-503 W-22A-501 FINISHED FLOOR PER PLANS 110'-6"T.O. SLAB @ PARK LEVEL 12 CONDITIONEDSPACE EXTERIOR CONDITIONEDSPACE DECK SUPPORT ANGLE NON SHRINK GROUT INSULATED BEAM METAL FLASHING DECK SUPPORT ANGLE DOOR STOP DOOR PER SCHEDULE W-1A-501 LIGHT GUAGE METAL RUNNERCHANNEL RIGID INSULATION BOARD COMPACT FILL LINE OF TEMPORARY SHORING CONDITIONEDSPACE INSULATE BEAM BEAM BEYOND 1" = 1'-0"12 1" = 1'-0" 1" = 1'-0"15 DETAIL 1" = 1'-0" DRAWING SETS: NAME PERMIT & BID SET ID ISSUED DATE 2/7/17, 1:53 PM STEVENWILSON402127 STATE OF COLOR A DO LI C ENSEDARCHITECT CL 1 CL 1 CL 2 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL INTERIOR DESIGNER PROJECT NO: DRAWN BY:LG, ES FORUM PHI LLC PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: A AND:Lot: Thru C ZONE DISTRICT Mixed Use 1404 DATE OF PUBLICATION A-506 EXTERIOR DETAILS Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 7/10/17 CLARIFICATION 1A 6/7/17 2/7/17 7/10/17 CLARIFICATION 2 7/10/17 9/26/17 Please dimension the distance from top of threshold to finishfloor. 1/2" max for swinging doors, 3/4" max for sliding doors. R-5A-503 F-2A-503 FINISHED FLOOR PER PLANS 131'-3 1/2"T.O. SLAB @ HIGH POINT OF LOWERROOF DECK LIGHT GUAGE METALRUNNER CHANNEL DOOR PER SCHEDULE 50 CONDITIONEDSPACEEXTERIOR SLOPE PERPLANS CONDITIONEDSPACE CONDITIONEDSPACE W-24A-501 W-49A-502 NON SHRINK GROUT METAL FLASHING DOOR STOP CL 3 Dimension the height of the threshold above finish floor (1/2" max allowed) on 50/A-512. 212 217 219 220 222 223 223 B A A A A A B 20 MINS 20 MINSPANIC; LOCKED ON HALL SIDE ONLY LIVING / KITCHEN AH 2 LIVING / KITCHEN GARAGE STAIR 3 LAUNDRY 3 LODGE 9 BED LODGE 9 BATH LODGE 9 BATH 3'x7'3'x8'6'-10"x8'4'x8'3'x8'3'x8'3'x8' 3'-2"3'-2"3'-2"7' 4'-1/2" 3'-2" 3'-1/2"3'-1/2" 3'-2" 7'-1" 3'-2" 7'-1" 3'-2" 8'-1" 7' 8'-1" 4'-1/2" 8'-1/4" 3'-2" 8'-1" 3'-1/2" 8'-1/4" 3'-1/2" 8'-1/4" 304 305 307 307 309 315 A A A B A A 20 MINS 20 MINS 90 MINS PANIC; LOCKED ON STAIR SIDE ONLYDENCE 1 BEDROOM RESIDENCE 1 SITTING RESIDENCE 1 DINING HALL 3 HALL 3 STAIR 1 RESIDENCE 2 BATH 3'x8'-15/8"3'x8'3'-6"x8'3'-6"x8'3'x8'3'x8' EGRESS EGRESS 3'-2"3'-2" 3'-1/2" 3'-8"3'-8"3'-2" 3'-1/2" 3'-2" 8'-1" 3'-2" 8'-25/8" 3'-1/2" 8'-1/4" 3'-8" 8'-1" 3'-8" 8'-1" 3'-2" 8'-1" 3'-1/2" 8'-1/4" CL 3 HARDWARE TO BE LOCKED ON STAIRSIDE ONLY. ELECTRONICALLYUNLOCKED FROM FIRE COMMANDCENTER. DRAWING SETS: NAME PERMIT & BID SET ID ISSUED DATE 2/7/17, 1:53 PM STEVENWILSON402127 STAT E OF COLORADO LIC ENSEDARCHITECT CL 1 CL 1 CL 2 CL 3 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL INTERIOR DESIGNER PROJECT NO: DRAWN BY:LG, ES FORUM PHI LLC 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 PARCEL ID # 273707337001 LEGAL DESCRIPTIONCITY AND TOWNSITE OF ASPEN Block: 75 Lot: A AND:Lot: Thru C ZONE DISTRICT Mixed Use 1404 DATE OF PUBLICATION A-605 INTERIOR DOORSCHEDULE Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering592 Highway 133Carbondale, CO 81623(970) 340-4130richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174mlyons@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com CLARIFICATION 1 4/24/17 9/28/17 CLARIFICATION 1A 6/7/17 2/7/17 9/28/17 CLARIFICATION 2 7/10/17 CLARIFICATION 3 9/28/17 9/26/17 Revise Door 309A on A-605 andDoor 401 on A-614 to specify themodel of HiTower lock you will use(needs to be the fail safe, free egressfrom inside 7550 model). Also, provide a fire command center onthe plans and demonstratecompliance with all of 2009 IBC 911,including location (verify with the firemarshal), 1 hour fire barrrier andhorizontal assembly separation, size,layout approved by the fire marshal, and all features listed in 911.1.5. 5 71246 K J B G H F C E D 35/8" 9'-105/8" F F F 013STAIR 1 010LAUNDRY 007EMPLOYEE LOUNGE 006 LODGESTORAGE 001LOBBY 1 018PARKING GARAGE 002 LOBBY 2 014 UNIT 301STORAGE 012ELEV 004 WATER/FIRE 015 UNIT 302STORAGE 011 ELEV MACHINEROOM 005MECH 1 009PREP AREA 008EMPLOYEE RR003STAIR 2 35/8" DW DW UP W/D W/D W/D UP UP W/D W/D W/D EET DETAIL NOTES: 287('5<(5(;+$86772(;7(5,25,167$//3(5ANUFACTURER'S INSTRUCTIONS. TOTAL ALLOWED LENGTH FOR THERYER VENT IS 160' BASED ON AN WHIRLPOOL WED71HEB DRYER.ERIFY ALLOWABLE LENGTH WITH THE MANUFACTURER PRIOR TONSTALLATION.TOTAL CALCULATED LENGTH:VERTICAL RUN = 33'HORIZONTAL RUN = 21'180%(52)(/%2:6 ; (/%2: 180(52)(/%2:6 ; (/%2: TOTAL = 106' OILER FLUES SHALL BE CPVC. ROUTE 4" VENT AND 4" AIR INTAKE PIPESROM EACH BOILER UP THROUGH THE ROOF AND MAINTAIN 1"LEARANCE TO COMBUSTIBLES. IT IS IMPERATIVE THAT THE MAXIMUMEVELOPED LENGTH DOES NOT EXCEED 100'. DO NOT ADD MORELBOWS OR PIPING THAN LISTED BELOW WITHOUT CONSULTING THEECHANICAL ENGINEER. INSTALL PER MANUFACTURER'SNSTRUCTIONS. -1 :VENT & AIR:HORIZONTAL PIPING = 5'(/%2:6 [)7(/%2: (/%2:6 [)7(/%2: VERTICAL PIPING = 51'TOTAL = 76' -2 :VENT & AIR:HORIZONTAL PIPING = 5'(/%2:6 [)7(/%2: (/%2:6 [)7(/%2: VERTICAL PIPING = 51'TOTAL = 76' -3 :VENT & AIR:HORIZONTAL PIPING = 5'(/%2:6 [)7(/%2: (/%2:6 [)7(/%2: VERTICAL PIPING = 51'TOTAL = 76' -4 :VENT & AIR:HORIZONTAL PIPING = 5'(/%2:6 [)7(/%2: (/%2:6 [)7(/%2: VERTICAL PIPING = 51'TOTAL = 76' ROVIDE LOW VOLTAGE SPRING RETURN ACTUATOR (E.G. BELIMOFB24, 180 IN-LBS, 24V, ON/OFF). ALL O.A. INTAKE & EXHAUST DAMPERSO OPEN UPON A LOSS OF POWER EXCEPT EMERGENCY GARAGEXHAUST DAMPER WHICH SHALL OPEN. VERIFY ACTUATOR WITHANUFACTURER & CONTROL PRIOR TO ORDERING. WRAP BOTH DUCTS WITH 1-1/2" LINER. COMBINED OUTER DIMENSIONSRE 35x21 NTERLOCK MOTORIZED DAMPER WITH EF-1. DAMPER NORMALLYLOSED. GENERAL NOTES: ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE. ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1" LINERUNLESS OTHERWISE NOTED. ALL OUTSIDE AIR INTAKE AND ROUNDDUCTWORK SHALL BE WRAPPED WITH 1.5" THICK INSULATION UNLESSOTHERWISE NOTED. ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES (OR PLENUMS)SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESSOTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET. ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BECONICAL TEES. ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTUREWHERE IT EXISTS UNLESS OTHERWISE NOTED. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALLINCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. ALL SUPPLY GRILLES SHALL HAVE INCLUDE A BALANCING DAMPERUNLESS OTHERWISE NOTED. IF THE DAMPER IS LOCATED IN ANINACCESSIBLE LOCATION, CABLE-STYLE DAMPERS (ROTOTWIST OREQUIVALENT) SHALL BE INSTALLED AND SHALL BE ADJUSTABLE FROMTHE GRILLE FACE. COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. 0.ALL FAN COILS TO BE INSTALLED SHALL BE REVIEWED ANDCOORDINATED WITH THE ACOUSTICAL ENGINEER AND STRUCTURALENGINEER. PROVIDE SOUND ATTENUATION AS REQUIRED. HP1 HP2 STACKED HP3 ST1 ST2 20x20 UP WH1 B 150-S30x2 B 150-S30x2 SF3 A 125-S18x2 16x10 UP 18x14 UP18x18 UP B2 A50-S6x2 DRYER VENTS MUST BEINSTALLED WITHIN FIRERATED CHASE FROMLAUNDRY ROOM TOTERMINATION ON EXTERIOR 10x6 12x 4 [ 1 5 X 7 ] B55-OA6x2 H1 EDH4 ERV2 A125-EX6x6 A75-EX6x6 ROUTE 16x12 [18x14] UP 2 34x 1 2 F/D F/D F/S F/S 78x3 UP TOGRILLE ABOVE 12x3 UP TOGRILLE ABOVE 20x8 30x12 [33x15] 20x 8 [ 2 3 x 1 1 ] 24x8 [26x10] SF5 BDDM 3 4 BDDM3 30x12 [33x15] 14x 8 [ 1 7 x 1 1 ] 14x 8 [ 1 7 x 1 1 ] 14x 8 [ 1 7 x 1 1 ] 14x8 [17x11]VD VDVDVD BDD >@A25-OA6x2 A25-OA6x2VD VD 10x6 12x6 [15x9]12x6 [15x9] SF2 EDH 2 >@ 14x8 [17x11] 12x10 FREEOPENING W/ MESH SCREEN(500 CFM) ROUTE 4" BOILER FLUE &COMBUSTION AIR INTAKE UP.MAINTAIN 1" CLEARANCE TOCOMBUSTIBLES 155 cfm 12x6 [15X9]18x8 [21x11] ERV1 EDH3 >@ 12x4 [15x7] 12x4 (15x7) 18x8 [20x10] 14x8 [16x10] 18x3 UP TOGRILLE ABOVE F/D >@ 16x8 F/SMBDD VD M 8x6 FREEOPENING W/MESH SCREEN F/S B100-OA18x214x 8 [ 1 7 x 1 1 ] A 600-OA96x3 BDD 12x10 FREEOPENING W/MESH SCREEN(515 CFM) SF1 EDH1 12x6 [15x9] UNDER 20x8 16x 8 F/S F/S 24x10 [27x13] D 12x4 [15x7] ACCESS >@(TYP. 2x) 18x 8 [ 2 1 x 1 1 ] 16x 8 F/D FC1 10x 7 [ 1 2 x 9 ] B1 B3 HX1 16x8 [18x10] 14x8 [17x11] 10x12 (13x15) OA UP SF2 14x 8 [ 1 7 x 1 1 ] 10x7 [12x9] 10x7 [12x9]UNDER 24x6 10x7 [12x9] 1 > @ 10x7 [12x9] >@ >@ 9x6 [12x9] x6 SF4 >@BDD >@ EF2BDDM BDD M M BDD >@ B4 18x 8 [ 2 1 x 1 1 ] A75-S18x2>@>@ >@ >@ VD VD VD VD VD VD VD VD VD VD (TYP. 5x) 12x16 [14x16] DR R DR R R R 3 3 3 3 3 BDD D >@ R BD D BDD A50-S6x2SF2 24x6 [27x9] >@ >@ >@(TYP. 5x) >@ HX2 EDH2 3 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL CONTRACTOR CIVIL INTERIOR DESIGNER 200 South Aspen Aspen CO81611 200 S Aspen 715 West Main Street, Suite 204Aspen, Colorado 81611P: 970.279.4157 F: 866.770.5585 Tuttle Surveying727 Blake AveGlenwood Springs, CO 81601(970) 928-9708jeff@tss-us.com Roaring Fork Engineering0123 Emma Road, Suite 200bBasalt, CO 81621(970) 948-7474richardg@rfeng.biz Architectural Engineering Consultants40801 US-6 #214Avon, CO 81620(970) 748-8520taylor@aec-vail.com Madigan + CompanyPO Box 9682Aspen, CO 81612(970) 319-2232chris@madiganco.co KL&A215 N. 12th Street, Unit ECarbondale, CO 81623(970) 927-5174ddoherty@klaa.com dg+a interiors5401 N Central Expressway, Suite 305Dallas, TX 75205(214) 522-6716, Ext 12donna@dgainteriors.com DRAWING SETS: NAME PERMIT ID ISSUED DATE 12/09/2016 REVISION #1 04/20/20171CLARIFICATION04/20/20172 PERMIT COMMENTS 06/30/20173 Provide smoke dampers at ductpenetrations of theboiler room walls (2009IBC 508.2.5.2). A K J B 102 MGMNT VALET G H F C E D F 133LODGE 7 BED 132LODGE 6 BATH 131LODGE 6 BED 134LODGE 7 BATH WATER CLOSET MECH MECH WATER CLOSET 129 ACCESSIBLE LODGE 5 BED WATER CLOSET CLOSETMECH WATER CLOSET MECH TRANSFORMER 103STAIR 2 115HALL 1 105LODGE 1 BATH 10 LODGE 104 LODGE 1 BED 130ACCESSIBLE LODGE 5 BATH 101MAIN ENTRY F F F DN FC-8 FC-7 FC-6 FC-2 3.ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOWTHE FLOOR SLAB. 4.VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. CONTACT ENGINEER IF MANIFOLDS MOVE MORE THAN 10' FROM LOCATIONSSHOWN ON PLANS. 5.LOCATION OF ALL THERMOSTATS AND FLOOR SENSORS ARE APPROXIMATE, COORDINATE EXACT LOCATIONS WITH THE ARCHITECT.LOCATE FLOOR SENSORS EQUIDISTANT BETWEEN RADIANT LOOPS, ANDDO NOT LOCATE WHERE THEY MAY LIKELY BE COVERED BY FUTURERUGS OR FURNITURE. 6.ALL MECHANICAL PIPING SHOWN ON THIS PLAN IS SHOWN OFFSET FORCLARITY. THE CONTRACTOR IS RESPONSIBLE TO REVIEW AND VERIFYEXACT ROUTING, SPACE REQUIREMENTS AND POTENTIAL CONFLICTS IN FIELD AND ADJUST ROUTING AS REQUIRED. T T T T TT 3/4" HWS/R 3/4" HWS/R 1/2" HWS/R 2" SMS 2-1/2" C 2-1/2" H 1/2" CHWS/R 1/2" HWS/R 2-1/2" HWS/R2" SMS/R 2-1/2" CHWS/R 3/4" CHWS/R3/4" HWS/R 2-1/2" HWS/R 1-1/4" SMS/R2" CHWS/R 2-1/2" HWS/R1-1/4" SMS/R 2" CHWS/R 3/4" CHWS/R 3/4" HWS/R 3/4" CHWS/R3/4" HWS/R 3/4" CHWS/R 2-1/2" 1-1/2" 1-1/4" 1" HWS/R3/4" CHWS/R SHEET DETAIL NOTES: ROUTE 3/4" HWS/R UP. PROPOSED LOCATION OF ISOLATION VALVES FOR AHU-1 & AHU2 FOR THIS LEVEL. COORDINATE WITH ARCHITECT AND INTERIOR DESIGNER. ROUTE 1-1/4" SMS/R, 1-1/2" CHWS/R, & 2-1/2" HWS/R UP. CONNECT 1/2" HWS/R & 3/4" CHWS/R TO FC-8. CONNECT 3/4" HWS/R & CHWS/R TO FC-6, & FC-7. ROUTE 2" HWS/R, CHWS/R, & SMS/R UP. CONNECT 1/2" HWS/R & CHWS/R TO FC-2. ROUTE 2" SMS/R DN. ROUTE 2-1/2" CHWS/R DN. ROUTE 3" HWS/R DN. 1 2 3 9 1 4 4 TO FC-8 5 5 5 6 6 7 7 10 11 TO FC-7 TO FC-6 TO FC-2 TO FC-3 SZ 11 175 SF 3 3 MAIN LEVEL MECHANICA Your REMP worksheets still do not match the mechanical plans. Here's my count: RREMP CREMP 1275 75 835 285 115 615 50 95 900 17560 2020 3275 1245 =4520 total Door 309A on A-605 and Door 401 on A-614 have been revised to specify the HiTower 7550 model. These two doors are capable of being unlocked upon a signal by emergency personnel from a single location inside the main entrance of the building. This location is shown on the Main Level in room 102 on sheet A-012. A note has been added to the Door Schedule as well as the Life Safety Plans (A-014 and A-015). This sheet has been updated with smoke dampers. (M-100) I have added a note that the dimension must be 1/2" or less. This dimension has been added. The sliding doors will be "lift and slide" doors that have a flush sill transition. However, I added a note that the dimension must be 3/4" or less. Per our conversation on the phone: #1 - The two lightwells in the Affordable housing units are shown as exempt per egress. They are the minimum size per code (2 windows in each lightwell). #2 - The strip outside Lodge 1-4 has been updated to be cremp instead of rremp. Sheet A-002 has been updated as well as the remp breakdown sheets. Property lines/setback lines have been added to this sheet. The Main Level entry snowmelt was slightly outside the property line so this shape has been adjusted to be within the property line. This has been updated on sheet M-201 as well. 11/27/17 Page: 286 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: LIGHT-103 shows two 100W transformers serving the exterior L21 fixtures at the entry canopies. Exterior COMcheck shows only one 100W transformer. Revise comcheck. Page: 287 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Include the L2 fixture shown on LIGHT-104 on the exterior COMcheck. Page: 287 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Include the L23 fixtures (served by 100W transformers) shown on LIGHT-104 on the exterior COMcheck. Page: 287 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Include the L21 fixtures (served by 100W transformers) shown on LIGHT-104 on the exterior COMcheck. Page: 288 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: Include the exterior light fixtures shown on LIGHT-105 in the exterior lighting comcheck. LIGHT-103 shows two100W transformers serving the exteriorL21 fixtures at theentry canopies.Exterior COMcheck shows only one 100Wtransformer. Revisecomcheck. Include the L2 fixture shown on LIGHT-104 on the exterior COMcheck. 9/26/17 Include the L23fixtures (served by100W transformers)shown on LIGHT-104on the exteriorCOMcheck. 9/26/17 Include the L21fixtures (served by100W transformers)shown on LIGHT-104on the exteriorCOMcheck. 9/26/17 Include the exteriorlight fixturesshown on LIGHT-105in theexterior lightingcomcheck. Revised comcheck has been provided. Revised comcheck has been provided. Revised comcheck has been provided. Revised comcheck has been provided. Revised comcheck has been provided. 11/27/17 Page: 289 File Name: Plan Set.200 S Aspen.2017.09.28.pdf Subject: PlanCheck Author: nickt Color: The exterior fixtures shown on LIGHT-106 do not match the exterior COMcheck. Page: 5 File Name: REMP Calcs.200 S Aspen.2017.09.pdf Subject: PlanCheck Author: nickt Color: There are 16 panels in collector group 2. 16x0.36kW= 5.76kW, not 6.48kW REMP Calcs.200 S Aspen.2017.09.pdf (3) Page: 5 File Name: REMP Calcs.200 S Aspen.2017.09.pdf Subject: PlanCheck Author: nickt Color: Provide specs of inverters to demonstrate capacity. Page: 5 File Name: REMP Calcs.200 S Aspen.2017.09.pdf Subject: PlanCheck Author: nickt Color: There are 21 panels in collector group 4. 21x0.36kW=7.56kW, not 6.84kW 9/26/17 The exterior fixturesshown on LIGHT-106do not match theexterior COMcheck. There are 16 panels in collector group 2. 16x0.36kW= 5.76kW, not 6.48kW Provide specs of inverters to demonstrate capacity. There are 21 panels in collector group 4. 21x0.36kW=7.56kW, not 6.84kW Revised comcheck has been provided. This has been revised. This has been revised. The spec for the module has been provided with the output called out on the second page.11/27/17 Nick Thompson to Ryan, me, Denis, Ben Ryan and Lori, Following is a comment from Sunrise that was not previously addressed. Our electrical inspector has agreed that it needs to be done. The available fault current is shown at the service equipment but calculations were not provided to verify the available fault current shown. Please provide the calculations. Nick Thompson Plans Examiner City of Aspen Community Development (970) 4292757 | cell (970) 4565165 | fax (970)9205440 www.aspenpitkin.com These calculations have been provided on sheet E-002 and E-004 (page 274 and 276). 11/27/17