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Home My WebLink AboutFile Documents.232 E Main St.0078-2020-BCHO (67)0078-2020-BCHO_BuildingComments_2 Subject: PlanCheck Page: 1 Page Index: 1 Author: nickt Color: File Name: 30.Envelope ComCheck.20210209.pdf Wall type D has R-11.4 continuous insulation per sheet G-005. Revise COMcheck to match. 30.Envelope ComCheck.20210209.pdf (3) Subject: PlanCheck Page: 1 Page Index: 1 Author: nickt Color: File Name: 30.Envelope ComCheck.20210209.pdf Polyiso has an R-value of approximately 5-5.6. Sheet G-005 calls for 3" of polyiso at Roof 1 (R 15-16.8) and 1.5" at Roof 2 and 3 (R 7.5-8.4). Revise COMcheck to match. Subject: PlanCheck Page: 2 Page Index: 2 Author: nickt Color: File Name: 30.Envelope ComCheck.20210209.pdf Wall type C6 has R 17.1 of continuous insulation per sheet G-005. Revise Comcheck to match. Note: Please go through and revise all assemblies in Comcheck to match the plans. I have stopped here but imagine there are other inconsistencies. Subject: PlanCheck Page: 2 Page Index: 2 Author: nickt Color: File Name: 30.Mechanical ComCheck.20210209.pdf There are 3 UH-2 unit heaters. Revise mechanical comcheck. 30.Mechanical ComCheck.20210209.pdf (2) Subject: PlanCheck Page: 4 Page Index: 4 Author: nickt Color: File Name: 30.Mechanical ComCheck.20210209.pdf The newly submitted exterior lighting comcheck does not match the electrical plans submitted in the previous round (have not received new electrical lighting plans with this round). Please coordinate. Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter 1 wood shingle roof (type 1): Attic Roof with Wood Joists, [Bldg. 2 - Second Floor] 1492 0.0 23.5 0.040 0.021 2 gable roof (type 2): Insulation Entirely Above Deck, [Bldg. Use 1 und Floor] 1347 ---15.0 0.064 0.028 3 second level plaza deck floor (type 3): Insulation Entirely Above , [Bldg. Use 1 - Ground Floor] 1200 ---16.4 0.058 0.028 (type 2A): Slab-On-Grade:Unheated, [Bldg. Use 1 - Ground ] (d) 275 ------0.730 0.520 TH ior North Wall (type D): Steel-Framed, 16" o.c., [Bldg. Use 1 - nd Floor] 603 0.0 17.8 0.048 0.064 (type U): Insulated Metal, Swinging, [Bldg. Use 1 - Ground Floor]21 ------0.660 0.370 (type T): Insulated Metal, Swinging, [Bldg. Use 1 - Ground Floor]21 ------0.660 0.370 ior North Wall (type D): Steel-Framed, 16" o.c., [Bldg. Use 2 - nd Floor] 167 0.0 17.8 0.048 0.064 ior North Wall (type D): Concrete Block:8", Partially Grouted, Cells y, Normal Density, Furring: Metal, [Bldg. Use 1 - Ground Floor] 35 0.0 11.4 0.069 0.071 ior North Wall (type D2): Concrete Block:8", Partially Grouted, Empty, Normal Density, Furring: Metal, [Bldg. Use 1 - Ground ] 477 0.0 11.4 0.069 0.071 ct Title: filename: 232 MAIN ST. C:\Users\mwarnes\Modif Dropbox\Aspen\2016-005 232 E Main St\municipal\ComCheck\232 MAIN ST 01-21-21_4.1.5.1.cck 02/09/21Report date: 101 ofPage Wall type D has R-11.4 continuous insulation per sheet G-005. Revise COMcheck to match. 1/2018 29% Owner/Agent: 232 East Main Street LLC 2001 N. Halsted St. Suite 304 Chicago, IL 60614 312-850-1680 Designer/Contractor: Steve Coughlin modif. architecture 1229 N North Branch St. Suite 206 Cihcgao, IL 60642 708-261-2611 steve.coughlin@modifarchitecture.c om equirements are implicitly enforced within interior lighting allowance calculations. kage(s) Floor Area residential 4445 residential 1600 sembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter Attic Roof with Wood Joists, [Bldg.1492 0.0 23.5 0.040 0.021 on Entirely Above Deck, [Bldg. Use 1 1347 ---15.0 0.064 0.028 oor (type 3): Insulation Entirely Above ] 1200 ---16.4 0.058 0.028 nheated, [Bldg. Use 1 - Ground 275 ------0.730 0.520 -Framed, 16" o.c., [Bldg. Use 1 -603 0.0 17.8 0.048 0.064 winging, [Bldg. Use 1 - Ground Floor]21 ------0.660 0.370 winging, [Bldg. Use 1 - Ground Floor]21 ------0.660 0.370 -Framed, 16" o.c., [Bldg. Use 2 -167 0.0 17.8 0.048 0.064 rete Block:8", Partially Grouted, Cells Metal, [Bldg. Use 1 - Ground Floor] 35 0.0 11.4 0.069 0.071 ncrete Block:8", Partially Grouted,477 0.0 11.4 0.069 0.071 Polyiso has an R-value of approximately 5-5.6. Sheet G-005 calls for 3" of polyiso at Roof 1 (R 15-16.8) and 1.5" at Roof 2 and 3 (R 7.5-8.4). Revise COMcheck to match. Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter Door (type R): Insulated Metal, Non-Swinging, [Bldg. Use 1 - Ground Floor] 90 ------0.140 0.179 Exterior North Wall (type A5): Steel-Framed, 16" o.c., [Bldg. Use 1 - Ground Floor] 26 0.0 11.4 0.070 0.064 EAST Exterior East Wall (type C6): Steel-Framed, 16" o.c., [Bldg. Use 1 - Ground Floor] 807 0.0 23.5 0.038 0.064 Window 4 around door C-1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID KAWNEER, SHGC 0.25, PF 0.14, [Bldg. Use 1 - Ground Floor] (c) 51 ------0.350 0.290 Window 5: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID KAWNEER, SHGC 0.25, PF 0.14, [Bldg. Use 1 - Ground Floor] (c) 102 ------0.350 0.290 Window 6: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID KAWNEER, SHGC 0.25, PF 0.14, [Bldg. Use 1 - Ground Floor] (c) 102 ------0.350 0.290 Window 7: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID KAWNEER, SHGC 0.25, PF 0.14, [Bldg. Use 1 - Ground Floor] (c) 113 ------0.350 0.290 Window 11: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID KAWNEER, SHGC 0.22, [Bldg. Use 1 - Ground Floor] (c) 14 ------0.480 0.290 Door 4 (type C-1): Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. Specs.: Product ID KAWNEER, SHGC 0.22, PF 0.14, [Bldg. Use 1 61 ------0.290 0.770 Wall type C6 has R 17.1 of continuous insulation per sheet G-005. Revise Comcheck to match. Note: Please go through and revise all assemblies in Comcheck to match the plans. I have stopped here but imagine there are other inconsistencies. Quantity System Type & Description Heating: 1 each - Central Furnace, Gas, Capacity = 72 kBtu/h Proposed Efficiency = 82.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Single Package DX Unit, Capacity = 41 kBtu/h, Air-Cooled Condenser, Air Economizer Proposed Efficiency = 16.40 SEER, Required Efficiency: 14.00 SEER Fan System: RTU-4 FAN -- Compliance (Brake HP method) : Passes Fans: RTU 4 FAN Supply, Multi-Zone VAV, 2000 CFM, 3.0 motor nameplate hp, 1.8 design brake hp (1.8 max. BHP), 80.0 fan efficiency grade 1 RTU-4 (Multiple-Zone): Heating: 1 each - Unit Heater (UH-1), Electric, Capacity = 3 kBtu/h No minimum efficiency requirement applies Fan System: None 3 UH-1 (Single Zone): Heating: 1 each - Unit Heater (UH-2), Electric, Capacity = 5 kBtu/h No minimum efficiency requirement applies Fan System: None 1 UH-2 (Single Zone): Electric Storage Water Heater, Capacity: 7 gallons Proposed Efficiency: 2.00 SL, %/h (if > 12 kW), Required Efficiency: 4.16 SL, %/h (if > 12 kW) 1 WH-1: Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Bryan Urban 01/27/21 There are 3 UH-2 unit heaters. Revise mechanical comcheck. Main entry 90 ft of door 30 Yes 2700 Total Tradable Watts (a) = Total Allowed Watts = Total Allowed Supplemental Watts (b) = 2700 2700 1300 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 1300 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures Main entry (90 ft of door width): Tradable Wattage LED 1: FIXTURE A: Other:1 11 17 187 LED 2: FIXTURE B: Other:1 2 10 21 LED 3: FIXTURE H: Other:1 1 25 25 233Total Tradable Proposed Watts = Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Exterior Lighting PASSES: Design 94% better than code Project Title: Data filename: 232 East Main Street P:\Current Projects\18029.00 - 232 East Main Street\Calculations\COMcheck\Electrical COMcheck.cck 01/27/21Report date: 72 ofPage Bryan Urban 01/27/21 The newly submitted exterior lighting comcheck does not match the electrical plans submitted in the previous round (have not received new electrical lighting plans with this round). Please coordinate. Subject: PlanCheck Page: 6 Page Index: 6 Author: nickt Color: File Name: 90.Architectural Plans.20210209.pdf Provide a listed assembly for this shaft wall. Print the full listing instructions on the plans. 90.Architectural Plans.20210209.pdf (9) Subject: PlanCheck Page: 6 Page Index: 6 Author: nickt Color: File Name: 90.Architectural Plans.20210209.pdf Wall type E4 appears to still be in use as shown on A-100 for the exit enclosure. It must be 1 hour fire rated (2015 IBC 1023). Provide a listed assembly and print the full listing instructions on the plans. Subject: PlanCheck Page: 13 Page Index: 13 Author: nickt Color: File Name: 90.Architectural Plans.20210209.pdf Provide an accessible route to the rooftop deck. 2015 IBC 1104.3. Subject: PlanCheck Page: 21 Page Index: 21 Author: nickt Color: File Name: 90.Architectural Plans.20210209.pdf This section of roof must be 2 hour fire rated per G-008 and 2015 IBC 705.11 ex 4.2. Detail this fire rating and reference a listed assembly. Print the listed assembly instructions in full on the plans. Subject: PlanCheck Page: 24 Page Index: 24 Author: nickt Color: File Name: 90.Architectural Plans.20210209.pdf This floor ceiling assembly must be a 1 hour rated horizontal assembly as it separates the exit enclosure from the upstairs tenant space/closet. Detail this fire rating to show all continuity as required by 2015 IBC 1023.2 and 711.2.3. All construction supporting this horizontal assembly must also be 1 hour fire rated. Provide listed assemblies on the plans as necessary. The supplied structural verification letter provides 2 hour fire rating to CLT panel in a vertical configuration but not a horizontal one. OVER CLT OUS PANEL R-17.1) EL STUD @ MAX 16" O.C. D SIDING IT ULATION (R-37.5) EL STUD @ MAX 16" O.C. " GYPSUM BOARD BT TENANT, SEE PLANS. FIRE RATING -N/A UL SYSTEM -N/A 2" POLYISO RIGID INSULATION (R-11.4) STEEL STUD -1-1/2" 20 GA. STEEL STUD @ MAX 16" O.C. GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD NOTE: PORTIONS OF DRYWALL BT TENANT, SEE PLANS. TYPE A6 -SHAFT WALL FIRE RATING -1 HOUR UL SYSTEM -N/A GYPSUM BOARD -(1) LAYER 5/8'' TYPE X GYPSUM BOARD STEEL STUD -2-1/2" 20 GA. STEEL STUD @ MAX 16" O.C. GYPSUM BOARD -(1) LAYER 1" GYPSUM BOARD LINER PANEL 9 11 11 11 Provide a listed assembly for this shaft wall. Print the full listing instructions on the plans. FLOOR & ROOF ASSEMBLIES: SLAB ON GRADE 5" CAST IN PLACE CONCTRETE6" GRAVEL SECOND LEVEL FLOOR SUBFLOOR -2 HOUR (ASTM E119) CLT PANEL SECOND FLOOR MEMBRANE ROOF -CLASS A PVC ROOF MEMBRANE1/4" DENS DECK COVER BD.POLYISO INSUATION 1.5" MIN. (TAPERED) VAPOR BARRIER OVER CLT ROOF PANEL GABLE ROOF -CLASS A FIBER-REINFORCED CEMENTITIOUS PANELALUM. FURRING CHANNELS ATTACHED WITH S-5! CLIPSSTANDING SEAM METAL ROOF UNDERLAYMENT3/4" PLYWOOD1.5" MIN. POLYISO INSULATON (THICKNESS VARIES AT VALLEY) OVER CLT ROOF PANEL WOOD SHINGLE ROOF -CLASS A WOOD SHAKE SHINGLEUNDERLAYMENTMINERAL SURFACED CAP SHEET 3/4" PLYWOOD3" POLYISO INSULATION OVERCLT ROOF PANEL TYPE C8 SIDING -3/4" RELCAIMED WOOD SIDING FURRING -3/4" VERTICAL WOOD FURRING APPLIED WATERPROOF MEMBRANE3" XPS RIGID INSULATION (R-15)CLT -6 3/4" CLT COLUMN STEEL STUD -3 5/8" STEEL STUD @ MAX 16" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD NOTE: PART OF THIS WALL TYPE WILL NOT HAVE FURRING AND DRYWALL. SEE PLANS. TYPE F -INTERIOR WALL FIRE RATING -2 HR MINIMUMUL SYSTEM -U905ELEVATOR SHAFT INFILL 7-5/8" CONCRETE MASONRY UNIT WALL TYPE D -EXT. FURRING OVER CLT OR CMU SIDING -3/4" RECLAIMED WOOD SIDING FURRING -3/4" VERTICAL WOOD FURRING2" POLYISO RIGID INSULATION (R-11.4)APPLIED VAPOR BARRIER CLT PANEL OR CMU TYPE C6 -EXT. FURRING WALL OVER WOOD SUBSTRATE SIDING -3/4" RELCAIMED WOOD SIDINGFURRING -3/4" VERTICAL WOOD FURRING3" POLYISO RIGID INSULATION (R-17.1)VAPOR BARRIER TYPE 1 TYPE 2 TYPE 3 TYPE 1A TYPE 2A EE SHEET G-007 FOR REQUIRED FIRE RATED WALLS TYPE G FIRE RATING -0.5 HR MINIMUM UL U419 or MEA 81-98-M GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD STEEL STUD -2 1/2" 20 GA. STEEL STUD @ MAX 24" O.C. GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD TYPE G2 -INT. FURRING STEEL STUD -3 5/8" 20 GA. STEEL STUD @ MAX 16" O.C.OVER WOOD STRUCTURE 5/8" GYP. BD. BY TENANT. TYPE E3 FIRE RATING -1 HR MINIMUM UL U419 or MEA 81-98-M GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD STEEL STUD -8" 20 GA. STEEL STUD @ MAX 16" O.C.GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD SOUND INSULATION BETWEEN TENANTS BEAMS AND GIRDERS TYPE F1 FIRE RATING -1 HR MINIMUMUL SYSTEM -U305, 314 STAIR WALLS LOAD BEARING WOOD STUD WALL GYPSUM BOARD -(1) LAYER 5/8'' TYPE X GYPSUM BOARDWOOD STUD -6'' WOOD STUD @ MAX 24'' O.C. GYPSUM BOARD -(1) LAYER 5/8'' TYPE X GYPSUM BOARD ROOF STUCTURE FIRE PROTECTION IBC 2015 721.1(3) 21. BASE LAYER: -5/8" TYPE X GYPSUM WALLBOARD A JOIST OR TRUSS 24" o.c. WITH 1 1/4" TYPE S OR TYPE W FACE LAYER: -5/8" TYPE X GYPSUM WALLBOARD OR V ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER W DRYWALL SCREWS 12" o.c. AT JOINTS AND INTERMEDIA TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER 12" o.c. IBC 2015 721.1(1) 2-4.1 TWO LAYERS OF 5/8" TYPE X GYPSUM WALLBOAR BRACKETS SPACED 24" ON CENTER. 0.018" THICK (NO. 1 5/8" DEEP BY 1" GALVANIZED STEEL RUNNER CHANNE TO AND ON EACH SIDE OF THE TOP BEAM FLANGE TO P FLANGE. THE CHANNEL RUNNERS ARE ATTACHED TO S CONSTRUCTION WITH APPROVED FASTENERS SPACED BRACKETS ARE FORMED FROM MEMBERS IDENTICAL T THE BENT PORTION OF THE U-SHAPED BRACKET, THE F CUT OUT SO THAT 1 5/8" DEEP CORNER CHANNELS CAN ATTACHMENT PARALLEL TO EACH SIDE OF THE LOWER AS AN ALTERNATIVE, 0.021" THICK (NO. 24 CARBON SHE AND CORNER ANGLES SHALL BE USED IN LIEU OF CHAN THE U-SHAPED BRACKETS SHALL NOT BE REQUIRED. E BRACKET WITH 1/2" - LONG NO. 8 SELF-DRILLING SCREW SHAPED BRACKET ARE ATTACHED TO THE RUNNERS W DRILLING SCREW. THE COMPLETED STEEL FRAMING P BETWEEN THE INNER LAYER OF THE WALLBOARD AND STEEL BEAM, RESPECTIVELY. THE INNER LAYER OF WA TOP RUNNERS AND BOTTOM CORNER CHANNELS OR C NO. 6 SELF-DRILLING SCREWS SPACED 16" ON CENTER WALLBOARD IS APPLIED WITH 1 3/4" - LONG NO. 6 SELF- CENTER. THE BOTTOM CORNERS ARE REINFORCED W TYPE F2 FIRE RATING -2 HR MINIMUMUL SYSTEM -U906STAIR WALLS CONCRETE MASONRY UNIT WALL 5-5/8" CONCRETE MASONRY UNIT STC: 49 DESIGN STC RATING TYPE E4 GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARDWOOD STUD -6" WOOD STUD @ MAX 16" O.C. GYPSUM BOARD -(1) LAYER 5/8" GYPSUM BOARD TYPE D2 -EXT. FURRING WALL OVER CMU SIDING -5/16'' CEMENT BOARD SIDINGFURRING -3/4" VERTICAL WOOD FURRING 2" POLYISO RIGID INSULATION (R-11.4) APPLIED VAPOR BARRIER OVERCMU WALL 11 11 11 AP SMOKE SEALANT 2X WOOD BLOCKING PLYWOOD DECK 9 9 9 9 9 9 9 11 Wall type E4 appears to still be in use as shown on A-100 for the exit enclosure. It must be 1 hour fire rated (2015 IBC 1023). Provide a listed assembly and print the full listing instructions on the plans. DN 3 A-400 MECH. EQUIP., TYP. SECOND FLOOR TENANT SPACE-'B' 200 19' - 0 5 / 8 " 13 ' - 9 " 25 ' - 0 5 / 8 " 27'-7 3/4" A-413 1 1 A-311 A-4002 72 ' - 0 5 / 8 " 4 5 6 7 8 8.5 9 10 D.S. D 24 ' - 9 1 / 8 " TENANT 'B' ELEV. 1 1 A-504 E C6 D.S. AND SPLASH BLOCK E2 ACCESS PANEL 1 1/2" MIN. THICK INSULATION AT ROOF DRAINS 1/4'' : 1'-0'' 1/4'' : 1'-0'' 7'' MAX. THICK INSULATION 1/4'' : 1'-0'' ROOF OVERHANG ABOVE PVC ROOF MEMBRANE ROOF OVERHANG OF CORTINA LODGE FUTURE CLOSET 202 F M 6'-6 3/4"3'-0"6'-6 3/4" ACCESS PANEL ACCESS PANEL 42" HIGH GUARDRAIL 42" HIGH GUARDRAIL ACCESSPANEL BY TENANT, TYP. ACCESS PANEL E 4'-0" TENANT 'B' STAIR 201 FUTURE ELEV. LOBBY 203 TWO-WAY COMMUNICATIONSYSTEM WALLS BY TENANT, TYP. DOOR BY TENANT, TYP. " 4'- 2 3 / 4 " 11 ' - 1 1 / 8 " 2'- 2 1 / 8 " 9'- 2 3 / 8 " 4'- 0 7 / 8 " 7'- 3 3 / 4 " 5'- 1 1 3 / 4 " 3'- 9 3 / 4 " 5'- 0 7 / 8 " 4'- 1 1 1 / 8 " 5.8 7.5 R.O. 8'-4" 6.7 N D.S. AND SPLASH BLOCK D.S. AND SPLASH BLOCK 9 14'-2 3/8"14'-2 3/8" 6'-2 1 / 2 " CRICKET PER MANUF. RECOMMENDATIONS, TYP. RTU 1600 LBS. RTU 2 925 LBS. RTU 3 468 LBS.RTU 4510 LBS. ROOF WALKWAY PADS, TYP. ROOF DRAIN, TYP. ALIGN DRYWALL THIS SIDE ONLY 1 A-502 C4 F D 10 2'x2' PAVERS 11 6'-0" 6'-0 " Provide an accessible route to the rooftop deck. 2015 IBC 1104.3. 1 A-300 9 12 9 12 9 12 9 12 A-503 2 A-503 1 A B C EC.2 A-501 4 Sim 1 A-510 7 A-503 23 ' - 8 5 / 1 6 " 23 ' - 8 5 / 1 6 " This section of roof must be 2 hour fire rated per G-008 and 2015 IBC 705.11 ex 4.2. Detail this fire rating and reference a listed assembly. Print the listed assembly instructions in full on the plans. CEDAR SHAKE SHINGLES OVER GABLED ROOF, ROOF AT (9/12) SLOPE RECLAIMED WOOD FACIA GUTTER A-501 2 Sim A-501 7 6 7 / 8 " 7'- 4 " HA N D R A I L 3'- 6 " MIN . H E A D C L E A R A N C E 6'- 8 " A-400 6 A-400 5 HANDRAIL BY TENANT -2'-1 1/8" A-502 V 1/4" = 1'-0"3 BUILDING SECTION 9 This floor ceiling assembly must be a 1 hour rated horizontal assembly as it separates the exit enclosure from the upstairs tenant space/closet. Detail this fire rating to show all continuity as required by 2015 IBC 1023.2 and 711.2.3. All construction supporting this horizontal assembly must also be 1 hour fire rated. Provide listed assemblies on the plans as necessary. The supplied structural verification letter provides 2 hour fire rating to CLT panel in a vertical configuration but not a horizontal one. Subject: PlanCheck Page: 31 Page Index: 31 Author: nickt Color: File Name: 90.Architectural Plans.20210209.pdf Previous comment not addressed: Account for these thermal bridges in COMcheck or eliminate them with a different insulation design. You have entered the slab on grade as having no insulation in COMcheck, which is correct, however there are portions of the wall above the slab that have zero insulation as shown in these details. Please revise comcheck. Subject: PlanCheck Page: 32 Page Index: 32 Author: nickt Color: File Name: 90.Architectural Plans.20210209.pdf This detail shows the fire barrier of the exit enclosure extending through the CLT roof panels. This does not appear to be coordinated with the structural plans. Please coordinate and ensure fire barrier continuity as required by 2015 IBC 707.5. Subject: PlanCheck Page: 32 Page Index: 32 Author: nickt Color: File Name: 90.Architectural Plans.20210209.pdf Provide a thermal barrier over the exposed foam plastic insulation. 2015 IBC 2603.4 Subject: PlanCheck Page: 33 Page Index: 33 Author: nickt Color: File Name: 90.Architectural Plans.20210209.pdf Provide a thermal barrier over exposed polyiso foam plastic. 2015 IBC 2603.4 Subject: PlanCheck Page: 1 Page Index: 1 Author: nickt Color: File Name: 90.Electrical Plans.20210209.pdf Submit complete sets of each planset. We will not swap sheets. 90.Electrical Plans.20210209.pdf (1) SUB FLR. TENANT 'A' 7903.700" G 05 40 00.B6 07 26 00.A4 09 29 00.D1 05 41 00.A5 32 13 00.B9 03 31 00.M7 03 21 00.A12 07 51 13.A3 03 31 00.J1 07 13 00.A3 07 11 00 1'-5" 5/8"4 7/8"5 1/2"3"1 3/4"1"1/4" 07 44 50 05 40 00.B3 0'-8" BY TENANT ALIGN 6"1'-6" 7" 07 62 00.A9 1007 22 00.A4 11 SUB FLR. TENANT 'A' 7903.700" F.8 05 41 00.A5 03 21 00.A1203 21 00.A12 03 31 00.M7 03 31 00.J1 07 13 00.A3 07 11 00 3 1/2"3"3/4"3/4" 07 26 00.A4 06 22 00.A4 06 22 00.A11 07 51 13.A4 07 62 00.A9 10 07 22 00.A4 11 SUB FLR. TENANT 'A' 7903.700" 2 07 95 13.B8 32 13 00.B903 31 00.J1 03 21 00.A12 07 13 00.A3 ADA COMPLIANT THRESHOLD 10 SUB FLR. TENANT 'A' 7903.700" A 07 13 00.A3 03 31 00.J1 07 21 00.E3 ADJ A C E N T B U I L D I N G ( N . I . C . ) 6 TO 14 INCHESVARIES NON-COMPRESSIBLE RIGID INSULATION LAYERS FOR ONE-SIDED DAMPROOFING SUPPORT AND INFILL BETWEEN NEW AND EXISTING FOUNDATION WALLS FOUNDATION DAMPROOFING SHEET METAL GUTTER SLOPED TO ALLEY 10 11 SUB FLR. TENANT 'A' 7903.700" 9 SUB FLR. TENANT 'B' 7902.70-1'-0" SUB FLR. MECH. ROOM 7901.53-2'-2" 07 26 00.A4 03 31 00.J1 07 13 00.A3 32 13 00.B9 07 95 13.B8 -2'-0" -2'-8" 07 62 00.A9 07 62 00.A0 10 10 2'-0" 11 07 22 00.A411 09 29 00.D1 05 41 00.A0 07 22 00.A4 SUB FLR. TENANT 'A' 7903.700" A 07 95 13.B4 06 22 00.A11 06 16 00.D1007 26 00.A6 04 22 00.A16 05 41 00.A8 HOLD1'-5" 1'-2" 2"+/-7 5/8"6"3/4"3/4" ADJ A C E N T B U I L D I N G ( N . I . C . ) 6" 07 62 00.A9 10 SUB FLR. TENANT 'A' 7903.700" G 07 11 00 03 31 00.M7 07 62 00.A9 07 26 00.A4 06 22 00.A11 32 13 00.B9 07 95 13.B8 07 22 00.A4 07 26 00.A4 5 1/2"5 1/2"3"1 3/4"1"3/8" HOLD 1'-5" 07 51 13.A3 05 40 00.B307 44 50 CLT PANEL 07 62 00.A9 10 11 Scale PROJECT NUMBER DATE DRAWN BY CHECKED BY modif. modif. 1 1/2" = 1’−0" 2/1 0 / 2 0 2 1 1 : 3 3 : 3 0 P M A−501 2016−005 02.09.21 WALL DETAILSAT GROUNDLEVEL CO M M E R C I A L DE V E L O P M E N T 23 2 E . M A I N S T . A S P E N , C O 1 1/2" = 1'-0"1 SECTION DETAIL - EAST ENTRANCE 1 1/2" = 1'-0"2 SECTION DETAIL - EAST PILASTER 1 1/2" = 1'-0"3 SECTION DETAIL - SOUTH ENTRANCE 1 1/2" = 1'-0"4 SECTION DETAIL - WEST WALL 1 1/2" = 1'-0"7 SECTION DETAIL - NORTH WALL KEYNOTE LEGEND 03 21 00.A12 STEEL REINFORCEMENT, SEESTRUC. DWGS. 03 31 00.J1 5" SLAB-ON-GRADE OVERENGINEERED FILL, SEESTRUC. DWGS.03 31 00.M7 CONC. FOUNDATION WALL,SEE STRUC. DWGS.04 22 00.A16 8" X 8" X 16" CMU - 2 CORE05 40 00.B3 VERTICAL HAT PROFILE05 40 00.B6 HORIZ. FURRING05 41 00.A0 1-1/2" METAL STUD05 41 00.A5 3-5/8" METAL FRAMING05 41 00.A8 6" METAL FRAMING06 16 00.D10 3/4" EXTERIOR GRADEPLYWOOD06 22 00.A4 1X4 VERTICAL FURRING STRIP06 22 00.A11 FIRE TREATED RECLAIMEDWOOD SIDING07 11 00 BITUMINOUS DAMPPROOFING07 13 00.A3 6 MIL. POLYETHYLENE07 21 00.B10 RIGID INSULATION07 21 00.E3 CLOSED CELL SPRAY FOAMINSULATION 07 22 00.A4 POLYISOCYANURATEINSULATION BOARD07 26 00.A4 VAPOR BARRIER07 26 00.A6 WEATHER BARRIER07 44 50 FIBER-REINFORCEDCEMENTITIOUS PANEL07 51 13.A3 FULLY ADHERED CONTINUOUSASPHALT FLASHING07 51 13.A4 FLASHING TAPE07 62 00.A0 METAL FLASHING07 62 00.A9 FLASHING07 95 13.B4 1/2" EXPANSION JOINT07 95 13.B8 FIBER EXPANSION JOINT WITHBACKER ROD ANDELASTOMERIC SEALANT09 29 00.D1 5/8" GYPSUM WALLBOARD32 13 00.B9 EXTERIOR SIDEWALK, SEECIVIL DWGS. 1 1/2" = 1'-0"5 SECTION DETAIL - WEST WING WALL 1 1/2" = 1'-0"6 SECTION DETAIL - EAST WING WALL 9 NO. DATE BY REVISION 3 05.24.19 MODIF. PERMIT DOCUMENT REVISIONS #1 4 08.2.19 MODIF. PERMIT DOCUMENT REVISION #2 5 11.12.19 MODIF. PERMIT DOCUMENT REVISION #3 6 12.18.19 MODIF. PERMIT DOCUMENT REVISION #4 7 3.27.20 MODIF. ISSUE FOR CONSTRUCTION 8 3.27.20 MODIF. CONSTRUCTION DOCUMENT REVISION #5 9 10.02.20 MODIF. CONSTRUCTION DOCUMENT REVISION #6 10 11.05.20 MODIF. CONSTRUCTION DOCUMENT REVISION #7 11 02.09.21 MODIF. PERMIT DOCUMENT REVISION #8 Previous comment not addressed: Account for these thermalbridges in COMcheck oreliminate them with a differentinsulation design. You have entered the slab ongrade as having no insulation inCOMcheck, which is correct,however there are portions of thewall above the slab that have zeroinsulation as shown in thesedetails. Please revise comcheck. G 5/8" 4 7/8"5 1/2"3"1 3/4" 1" 1 09 29 00.D1 1'-5" BY TENANT CLT PANEL 1/2 " 08 71 00.B14 05 41 00.A2 07 62 00 07 84 00.A2 11 9 05 05 23.E2 07 61 00 06 11 00.A9 07 62 00.A0 07 22 00.A4 07 26 00.A4 04 22 00.A16 04 22 00.C3 11 F.8 6" T/ LOWER GLAZING10'-0" 07 95 13.E1 06 11 00.A9 6" 5" 1 1/2" E.8 CLT ROOF PANEL 1 HOUR FIRE RATED WALL UL 419 FIREPROOF SEALANT DEEP LEG DEFLECTION TRACK 5/8" GYP. BD.3 5/8" METAL STUD 11 STOREFRONT AND FOLDING DOOR SUPPORT 07 46 26 1 1/2" = 1'-0"4 SECTION DETAIL - RAINSCREEN FIXED WINDOW 1 1/2" = 1'-0"3 SECTION DETAIL - WINDOW HEAD AT EAST GLAZING 1 1/2" = 1'-0"5 SOUTH ENTRANCE SEALED ACM ENCLOSURE 1 1/2" = 1'-0"10 FIRE RATED WALL HEAD DETAIL 11 FOLDING DOORS This detail shows the fire barrier of the exit enclosure extending through the CLT roof panels. This does not appear to be coordinated with the structural plans. Please coordinate and ensure fire barrier continuity as required by 2015 IBC 707.5. 2" 3 1/8" SEE STRUCTURAL DWGS. FOR ATTACHMENT DETAIL 11 2'- 0 " 07 22 00.A4 PARAPET WALL Provide a thermal barrier over the exposed foam plastic insulation. 2015 IBC 2603.4 A 3" PR O P E R T Y L I N E 04 22 00.C3 07 62 00.A9 06 16 00.D11 03 21 00.A12 16'-0" 07 44 50 07 71 23.H4 07 61 13 07 84 00.A5 06 18 00.A8 05 40 00.B7 07 21 00.B10 5"4"06 11 00.A9 9" / 1'-0" 9" / 1'-0" HOLD 1'-5 3/8" EDGE OF EXT.SOFFIT FINISH 7 1/8" 3 3/8"07 62 00.A13 2'-0" 2" 1'-4 3/4" 1'-4 7/8" 11 07 22 00.A4 C 07 22 00.A4 06 16 00.D8 07 44 50 05 40 00.B8 07 84 00.A5 07 61 13 06 18 00.A7 07 62 00.A15 3'' D.S., BEYOND 8 5/8" / 1'-0" 8 1/2" / 1'-0" LINE OF BOTTOM OF FASCIA 4 1/2" 2 5/8" 5 1/2" 3"3/4" 5/8" 1'-5" 06 16 00.D8 09 29 00.D17 06 22 00.A13 07 53 00.A7 06 11 00.A10 RIGID INSULATION INFILL BELOW CRICKET TAPERED CRIKET DECKING @ LOW POINT 1'-2" 3 1/2"8"8" G 09 29 00.D1 05 41 00.A12 07 22 00.A4 07 26 00.A4 05 40 00.B3 07 44 50 07 61 13 06 18 00.A7 07 84 00.A5 05 40 00.B7 06 16 00.D8 07 71 23.H4 07 62 00.A9 BY TENANT 05 40 00.B6 4" 5" 1'-0 5/8" 9" / 1'-0" 9" / 1'-0" HOLD1'-5 3/8" EDGE OF EXT.SOFFIT FINISH 7 1/8" 4 3/4" 11 F.8 07 31 29.16.A6 07 13 00.A8 06 16 00.D10 07 21 00.B10 07 62 00.E5 07 71 23.H1 07 24 00.B6 07 13 00.A9 07 13 00.A10 06 18 00.A705 41 00.A14 06 11 00.A9 2'-0" 2" 11 07 22 00.A4 T/GABLE 0328'-6 3/4" T/GABLE 0226'-6 7/8" 1 07 44 50 05 40 00.B3 07 51 13.A4 06 11 00.A9 07 46 23.A1 06 18 00.A7 GLU-LAM BEAM 06 16 00.D11 05 41 00.A5 05 41 00.A8 1/4"07 62 00.A14 07 84 00.A5 05 40 00.B7 05 05 23.A11 07 21 00.B10 05 05 23.A12 HOT AIR WELD, 1 1/2" 07 92 00.A6 09 29 00.D17 06 18 00.A7 RTU SUPPLY/ RETURN DUCT 07 21 00.B10 07 92 00.A4 07 53 00.A4 SHEET METAL CURB 11 07 95 13.A6 USE ONE CONTINUOUS SHEET OF REINFORCED THERMOPLASTIC MEMBRANE TO WRAP AROUND CURB INSTALL OUTSIDE CORNERS PER DETAIL 7/ A-503 05 05 23.A12 PRE-MOLDED OUTSIDE CORNER 07 53 00.A4 PRE-MOLDED OUTSIDE CORNER BEFORE INSTALLATION 2ND LEVEL12'-0" A HOT AIR WELD, 1 1/2" 05 05 23.A12 07 40 00.B1 07 92 00.A10 CONTINUOUS WATERBLOCK 05 05 23.A11 07 84 00.A3 05 05 23.A11CONTINUOUS WATERBLOCK 09 29 00.D17 4 06 11 00.A2 07 44 50 07 31 29.16.A6 07 13 00.A8 07 13 00.A10 07 13 00.A9 06 16 00.D10 07 21 00.B10 06 18 00.A7 06 16 00.D8 07 61 13 07 62 00.A14 1/4" 07 21 00.B10 07 92 00.A6 HOT AIR WELD, 1 1/2" MIN. ALONG ENTIRE MEMBRANE EDGE 06 18 00.A7 MIN. 1 1/ 2 " B/GABLE16'-1 1/2" 1 1/4" 07 46 23.A1 06 16 00.D11 06 18 00.A7 07 44 50 05 40 00.B3 07 51 13.A4 06 11 00.A9 GLU-LAM BEAM 07 62 00.A14 07 84 00.A5 05 40 00.B7 Scale PROJE DATE DRAW CHECK R 3" = 1'-0"1 WEST EDGE GUTTER DETAIL 1 1/2" = 1'-0"2 VALLEY GUTTER DETAIL - GABLE ROOF 1 1/2" = 1'-0"3 EAST EDGE GUTTER DETAIL KEYNOTE LEGEND 03 21 00.A12 STEEL REINFORCEMENT, SEESTRUC. DWGS. 04 22 00.C3 8" X 8" BOND BEAM 05 05 23.A11 FASTENER @ 12" MAX O.C. 05 05 23.A12 FASTENER AND SEAM FASTENINGPLATE @ 12" MAX O.C.05 40 00.B3 VERTICAL HAT PROFILE05 40 00.B6 HORIZ. FURRING05 40 00.B7 HORIZ. Z CHANNEL05 40 00.B8 (2) LAYERS 1" EXTRUDEDCHANNELS (Z AND HAT) 05 41 00.A5 3-5/8" METAL FRAMING 05 41 00.A8 6" METAL FRAMING 05 41 00.A12 SLOTTED TRACK 05 41 00.A14 METAL FRAMING 06 11 00.A2 WOOD BLOCKING AS REQUIRED 06 11 00.A9 F.T. WOOD BLOCKING 06 11 00.A10 3" TREATED BLOCKING 06 16 00.D8 F.R. 5/8" PLYWOOD 06 16 00.D10 3/4" EXTERIOR GRADE PLYWOOD 06 16 00.D11 F.R. 3/4" PLYWOOD 06 18 00.A7 5 1/2" CLT 06 18 00.A8 6 7/8" CLT 06 22 00.A13 3/4" RECLAIMED WOOD SOFFIT WITHMESH VENTS @ TOP AND BOTTOMBETWEEN SIDING JOINTS 07 13 00.A8 UNDERLAYMENT 07 13 00.A9 ICE AND WATER SHIELD 07 13 00.A10 MINERAL-SURFACED CAP SHEET 07 21 00.B10 RIGID INSULATION 07 22 00.A4 POLYISOCYANURATE INSULATIONBOARD07 24 00.B6 1" ROOF SOFFIT07 26 00.A4 VAPOR BARRIER07 31 29.16.A6 FIRE-RETARDANT-TREATED CEDARROOF SHINGLES 07 40 00.B1 COUNTERFLASHING 07 44 50 FIBER-REINFORCED CEMENTITIOUSPANEL07 46 23.A1 RECLAIMED WOOD SOFFIT07 51 13.A4 FLASHING TAPE07 53 00.A4 THERMOPLASTIC REINFORCEDMEMBRANE07 53 00.A7 TPO MEMBRANE, EXTEND UP EACHSIDE MIN. 18" VERTICALLY FROMCRICKET 07 61 13 STANDING SEAM METAL ROOF 07 62 00.A9 FLASHING 07 62 00.A13 COPING FLASHING 07 62 00.A14 SHEET METAL FLASHING 07 62 00.A15 COUNTERFLASHING07 62 00.E5 FASCIA BOARD 07 71 23.H1 GUTTER07 71 23.H4 SHEET METAL RECTANGULARGUTTER07 84 00.A3 TERMINATION BAR07 84 00.A5 S-5! CLIP ATTACHED TO METALROOF 07 92 00.A4 BONDING ADHESIVE07 92 00.A6 CUT EDGE SEALANT07 92 00.A10 CONTINUOUS BEAD OF AP SEALANT07 95 13.A6 T-JOINT COVER09 29 00.D1 5/8" GYPSUM WALLBOARD09 29 00.D17 1/4" DENSDECK 1 1/2" = 1'-0"12 ROOF SOFFIT DETAIL 1 1/2" = 1'-0"9 SECTION THRU MAIN ST. ENTRY N.T.S4ROOF CURB DETAIL N.T.S.10 ROOF CURB CORNER DETAIL 1 N.T.S.11 ROOF CURB CORNER DETAIL 2 3" = 1'-0"8 PARAPET WALL AT PAVERS DETAIL 1 1/2" = 1'-0"7 STANDING SEAM DETAIL AT ROOF N.T.S.5 DRAIN DETAIL AT ROOF 1 1/2" = 1'-0"6 SECTION THRU VALLEY NO. DATE BY REVISION 3 05.24.19 MODIF. PERMIT DOCUMENT REVISIONS #1 Provide a thermalbarrier over exposedpolyiso foam plastic.2015 IBC 2603.4 Submit complete sets of each planset. We will not swap sheets. Subject: PlanCheck Page: [2] 18029 - M1(D-48)-M1.1 Page Index: 2 Author: nickt Color: File Name: 90.Mechanical Plans.20210209.pdf Where is supply fan 1? It appears to have been removed from the plans. Provide outside air to all spaces including mechanical room as required by 2015 IMC ch 4. 90.Mechanical Plans.20210209.pdf (1) ww w . a e c - v a i l . c o m a PO B o x 8 4 8 9 , 4 0 8 0 1 U S H w y 6 & 2 4 , S t e 2 1 4 , A v o n , C o l o r a d o , 8 1 6 2 0 Me c h a n i c a l , E l e c t r i c a l & L i g h t i n g D e s i g n S e r v i c e s Arc h i t e c t u r a l E n g i n e e r i n g C o n s u l t a n t s Te l e p h o n e : 9 7 0 - 7 4 8 - 8 5 2 0 ce Drawn By:Checked By: DATE:ISSUE: AEC PROJECT #: 23 2 E . M A I N S T . CO R E & S H E L L AS P E N , C O 8 1 6 1 1 18029.00 An O f f i c e w i t h L E E D ™ A c c r e d i t e d P r o f e s s i o n a l s 12-13-19 PERMIT COMMENTS R2 01-09-20 PERMIT COMMENTS R4 03-27-20 ISSU FOR CONST. CD REVISION09-29-20 PLUMBING UPDATES10-08-20 PERMIT COMMENTS02-03-21 BLU TOC MECHANICAL SCHEDULES Where is supply fan1? It appears to have been removed fromthe plans. Provideoutside air to all spaces includingmechanical room asrequired by 2015 IMC ch 4.