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Home My WebLink AboutFile Documents.122 W Main St.0032.2018 (31).ACBKMarkup Summary Permit Drawing Set.122 West Main.2018.4 7-27-2018 Page Label: 2(.Q<Z3.0hU2C<02JQ cROOF DEMO•50CALCULATIONSh<0cuu3h Page Index: 6 Checkmark: Unchecked Author: bobn Date: 7/27/2018 8:23:30 AM Color: File Name: Permit Drawing Set.122 West Main.2018.4.pdf Permit Drawing Set.122 West Main.2018.4.pdf (9) Page Label: 2<_a<Z4.0rvu2C2<1hQLia 2CWALL DEMO•50ALCULATIONSi->acT12LiII- Page Index: 7 Checkmark: Unchecked Author: bobn Date: 7/27/2018 3:23:21 PM Color: File Name: Permit Drawing Set.122 West Main.2018.4.pdf Please correct the measurements and re-tally the Wall Demo table, and the Roof Demo table. Page Label: 2Ca<Z5.0rvu2C2<1VhQLia 2CFLOOR AREA•50ALCULATIONS•50EXISTINGi-<acLL2Li1I- Page Index: 8 Checkmark: Unchecked Author: bobn Date: 7/27/2018 3:25:14 PM Color: File Name: Permit Drawing Set.122 West Main.2018.4.pdf Please provide Floor Area calculations for the entire building for both existing and proposed. Please also include all non-unit allocation numbers to the permit because there are two uses in the other building. Non unit allocations need to be created for each building. Page Label: 2Ca<Z5.0rvu2C2<1VhQLia 2CFLOOR AREA•50ALCULATIONS•50EXISTINGi-<acLL2Li1I- Page Index: 8 Checkmark: Unchecked Author: bobn Date: 7/27/2018 3:15:53 PM Color: File Name: Permit Drawing Set.122 West Main.2018.4.pdf Please label as 'Existing'. Page Label: 2Ca<Z5.1rvu2C2<1VhQLia 2CFLOOR AREA•50ALCULATIONS•50PROPOSEDi-<acLL2Li1I- Page Index: 9 Checkmark: Unchecked Author: bobn Date: 7/27/2018 3:20:15 PM Color: File Name: Permit Drawing Set.122 West Main.2018.4.pdf This area is commercial floor area. Roof Demolition Roof Label Roof Area in Plan (SF)Roof Slope Adjustment Factor Area of Roof Used for Demo Calc (SF)Area of Roof to be Removed (SF)A 217.0 12:12 1.414 306.8B 217.0 12:12 1.414 306.8C 293.4 12:12 1.414 414.9C1 155.2 12:12 1.414 219.5 219.5D 293.4 12:12 1.414 414.9D1 155.2 12:12 1.414 219.5 219.5E 5.8 12:12 1.414 8.2F 5.8 12:12 1.414 8.2G 110.3 12:12 1.414 156.0G1 25.5 12:12 1.414 36.1 36.1H 110.3 12:12 1.414 156.0I 5.8 12:12 1.414 8.2J 5.8 12:12 1.414 8.2K 16.6 3:12 1.035 17.2L 13.6 3:12 1.035 14.1M 13.6 3:12 1.035 14.1N 49.0 3:12 1.035 50.7O 45.7 3:12 1.035 47.3P 13.7 3:12 1.035 14.2Q13.7 12:12 1.414 19.4R32.1 12:12 1.414 45.4S5.8 12:12 1.414 8.2T5.8 12:12 1.414 8.2U76.6 12:12 1.414 108.3V76.6 12:12 1.414 108.3V125.5 12:12 1.414 36.1 36.1W5.8 3:12 1.035 6.0X5.8 Roof Surface Total (SF)2000.4 2760.5 Roof Surface Area to be Removed (SF)511.0 Demolition TotalsRoof + Wall Area Used for Demo Calculation (SF)2760.5 + 2725.6 5486.1Surface Area to be Removed (SF)511.0 + 205.8 716.8 Total 13.07% 3.12 1.035 6.0 2,766.80 511.20 Please add in the missing measurements and re-tally the RoofDemo table, and the Wall Demo table. 2,766.80 + 3,071.90 511.20 + 205.80 5,838.70 717 12.28 Wall Demolition Wall Label Individual Wall Area (SF)Area Reduced for Fenestration (SF)Area of Wall to be Removed (SF)A 457.6 131.4 171.5B 322.4 103.4 19.2C 28.3 0.0D 387.1 111.4E 28.3 0.0F 449.7 112.0G 582.9 84.9 15.1H 533.7 494.2I 141.1 13.0J 527.4 38.7K 140.6 34.4L 364.8 114.9 Wall Surface Area Total (SF) 3963.9Area Reduced for Fenestration (SF) 1238.3Area Used for Demo Calculation (SF) 2725.6 Wall Surface Area to be Removed (SF)205.8 Demolition TotalsRoof + Wall Area Used for Demo Calculation (SF)2760.5 + 2725.6 5486.1Surface Area to be Removed (SF) 511.0 + 205.8 716.8 Total 13.07% Please correct the measurements and re-tally the Wall Demo table, and the Roof Demo table. 147.90 892 2,766.80 + 3,071.90 5,838.70 511.20 + 205.80 717 3,071.90 12.28 Total GSF 3,597.00 Please provide Floor Area calculations for the entire building for both existing and proposed. Please also include all non-unit allocation numbers to the permit because there are two uses in the other building. Non unit allocations need to be created for each building. Top Level of Elevator Countable Floor Area (SF) Total Second Level Countable Floor Area (SF) Basement Level (SF) First Level (SF) Second Level (SF) Total Proposed Floor Area (SF) Total GSF Total Proposed Floor Area Calculation Please label as 'Existing'. This area is commercial floor area. SHEET Z3.0 REVISED GSA SHEET Z4.0 REVISED GSA CALCULATIONS ADDED TO SHEET Z5.1 GSA SHEET Z5.0 REVISED GSA SHEET Z5.1 REVISED GSA 08/23/2018 Page Label: 2Ca<Z5.1rvu2C2<1VhQLia 2CFLOOR AREA•50ALCULATIONS•50PROPOSEDi-<acLL2Li1I- Page Index: 9 Checkmark: Unchecked Author: bobn Date: 7/27/2018 3:35:55 PM Color: File Name: Permit Drawing Set.122 West Main.2018.4.pdf Please show how these areas underneath the eaves are less than 30" in height. Page Label: 2Ca<Z5.1rvu2C2<1VhQLia 2CFLOOR AREA•50ALCULATIONS•50PROPOSEDi-<acLL2Li1I- Page Index: 9 Checkmark: Unchecked Author: bobn Date: 7/27/2018 3:25:41 PM Color: File Name: Permit Drawing Set.122 West Main.2018.4.pdf Please provide Floor Area calculations for the entire building for both existing and proposed. Please also include all non-unit allocation numbers to the permit because there are two uses in the other building. Non unit allocations need to be created for each building. Page Label: NO)RPRT SAMrWF7 ARPHI 2CJET LEASABLE•50ALCULATIONS•50PROPOSEDi-<aCLL2LiTI- Page Index: 11 Checkmark: Unchecked Author: bobn Date: 7/27/2018 11:32:59 AM Color: File Name: Permit Drawing Set.122 West Main.2018.4.pdf Numbers in diagrams do not match numbers in table. Page Label: NO)RPRT SAMrWF7 ARPHI 2CJET LEASABLE•50ALCULATIONS•50PROPOSEDi-<aCLL2LiTI- Page Index: 11 Checkmark: Unchecked Author: bobn Date: 7/27/2018 11:29:14 AM Color: File Name: Permit Drawing Set.122 West Main.2018.4.pdf This area is part of Net Leasable space. Total First Level Countable Floor Area (SF)1,2 Gross Floor Area (SF)1,199.00Top Level of Stair -113.00Top Level of Elevator -48.00Countable Floor Area (SF)1,0 Total Second Level Countable Floor Area (SF)1,0 Gross Floor Area (SF)523.00Top Level of Stair -30.00Countable Floor Area (SF)4 Total Loft Level Countable Floor Area (SF)4 Basement Level (SF)3 First Level (SF)1,2 Second Level (SF)1,0 Loft Level (SF)4 Total Proposed Floor Area (SF)3,1 Second Level Floor Area Calculation Loft LevelLoft Level Floor Area Calculation Total Proposed Floor Area Calculation Second Floor Please show howthese areasunderneath theeaves are less than30" in height. Total Loft Level Countable Floor Area (SF)493.00 Basement Level (SF)387.25First Level (SF)1,202.00Second Level (SF)1,038.00 Loft Level (SF)493.00 Total Proposed Floor Area (SF)3,120.25 Total Proposed Floor Area Calculation Please provide Floor Area calculations for the entire building for both existing and proposed. Please also include all non-unit allocation numbers to the permit because there are two uses in the other building. Non unit allocations need to be created for each building. PROPOSED NET LEASABLE AREA 122 West Main Non-Unit Area Net Leasable Area Net LivableBasement Level (SF)252.00 837.00 0.00First Level (SF)277.50 861.50 0.00Second Level (SF)152.00 0.00 976.22Loft Level (SF)0.00 0.00 467.63 Subtotal for 122 West Main (SF)681.50 1,698.50 1,443.85 Total Proposed Non-unit + Leasable Area + Livable 3,823.85 122 Proposed Net Leasable AreaNumbers in diagramsdo not matchnumbers in table. This area is part of Net Leasable space. CALCULATIONS ADDED TO SHEET Z5.1 GSA SHEET Z6.1 REVISED GSA SHEET Z6.1 REVISED GSA SHEET Z5.1 REVISED GSA 08/23/2018 Markup Summary Building Permit Application.122 West Main.2018.4 7-27-2018 Page Label: 9 Page Index: 9 Checkmark: Unchecked Author: bobn Date: 7/27/2018 3:40:02 PM Color: File Name: Building Permit Application.122 West Main.2018.4.pdf Please have the contractor sign prior to permit issuance. Building Permit Application.122 West Main.2018.4.pdf (1) Please have the contractor sign prior to permit issuance. FORM SUBMITTED. GSA 08/23/2018 0038.2018.acbk_HPC Round 1 Page: E-201 Author: amyg File Name: Permit Drawing Set.122 West Main.2018.4.pdf Exterior lighting plan and fixtures require review and approval by HPC staff and monitor. Permit Drawing Set.122 West Main.2018.4.pdf (2) Page: L400 Author: amyg File Name: Permit Drawing Set.122 West Main.2018.4.pdf Landscape plan, changes to ramp and walkway, and paver selection require review and approval by HPC staff and monitor. Exterior lighting plan and fixtures require review and approval by HPC staff and monitor. Landscape plan, changes to ramp and walkway, and paver selection require review and approval by HPC staff and monitor. SUBMITTED TO STAFF GSA SUBMITTED TO STAFF GSA 08/23/2018 Markup Summary Subject: Callout Page: 1.0 OL PLAN Page Index: 27 Lock: Unlocked Checkmark: Unchecked Author: justinf Date: 4/30/2018 4:41:36 PM Creation Date: 4/30/2018 4:29:42 PM Color: Unit: Count Measurement: 1 Capture: No File Name: Permit Drawing Set.122 West Main.2018.4.pdf A stabilization plan is required for the size of excavation needed for the drywell installation this close to City ROW. Please provide. If project plans to use ROW for layback additional permit will be required. Callout (1) Subject: Engineer Page: 1.0 OL PLAN Page Index: 27 Lock: Unlocked Checkmark: Unchecked Author: justinf Date: 4/30/2018 1:36:14 PM Creation Date: 4/30/2018 1:29:52 PM Color: Unit: Count Measurement: 1 Capture: No File Name: Permit Drawing Set.122 West Main.2018.4.pdf No utilities have been shown on the plans. Please provide in both the survey and civil sheets. Utilities need to be shown to ensure there are no conflicts and proper separations with proposed drainage improvements. Engineer (6) Subject: Engineer Page: 1.0 OL PLAN Page Index: 27 Lock: Unlocked Checkmark: Unchecked Author: justinf Date: 4/30/2018 1:37:25 PM Creation Date: 4/30/2018 1:36:24 PM Color: Unit: Count Measurement: 1 Capture: No File Name: Permit Drawing Set.122 West Main.2018.4.pdf There appears to be 2 trees that will require removal with the improvements. The project team should confirm with Parks Department to ensure removal is acceptable and any other permits or special considerations required. Subject: Engineer Page: 1.0 OL PLAN Page Index: 27 Lock: Unlocked Checkmark: Unchecked Author: justinf Date: 4/30/2018 1:33:35 PM Creation Date: 4/30/2018 1:32:08 PM Color: Unit: Count Measurement: 1 Capture: No File Name: Permit Drawing Set.122 West Main.2018.4.pdf Curb & gutter along the property is in poor condition and needs replaced. Please update drawings with new curb & gutter and appropriate CDOT standard t-top asphalt patch. Work along Main Street will require a CDOT and CoA ROW permit. OSED WATERTY DRYWELL PROPOSED P E R M E A B L E PAVER PA R K I N G 20.5'0.4%.6%RMEABLETER BANDD EQUAL. ITERNE20.4' ALLEYROWA stabilization plan is required for the size of excavation needed for the drywell installation this close to City ROW. Please provide. If project plans to use ROW for layback additional permit will be required. DS DS DS DS DS DS DS DS HOTEL ASPEN MAIN STREET ST MAIN STREETART OF PROJECT) PROPOSED WATERQUALITY DRYWELL ROPOSED PE R M E A B L E PAVER PARKI N G PROPOSED EDGE OF ROOF PROPOSED FULL INFILTRATIONPERMEABLE PAVER ENTRY WALKWAY20.5'PROJECT BENCHMARKELEV: 7896.04'5.0%8.3%4.3%0.4%RE-GRADE EXISTINGWALKWAY. INSTALLGROUT SET PAVERS 122 WESTMAIN STREET 0.6%THREE (3) STEPS12" TREAD7.5" RISE SCL SCL SCL2.0%PROPOSED TRASHENCLOSURE. SEE ARCH. PROPOSED DECK(MAIN LEVEL)PROPOSED DECK(UPPER LEVEL) PROPOSED EDGE OFDECK (UPPER LEVEL) APPROXIMATE LIMITOF PERMEABLE PAVERGEOMEMBRANE MATCH EXISTINGGRADES ALONG EDGEOF EXISTING STAIRLANDING EXISTING LOWER LEVEL COURTYARD(NO PROPOSED IMPROVEMENTS)EXISTING STAIRSEXISTING STAIRSEXISTING BRIC KSIDEWALK -3.0:1-3.0:1-3.0:1 TRIM EXISTING STAIRWALL TO FACILITATENEW RAMP 2.0% MATCH EXISTINGGRADES ALONG FACEOF BUILDING. INSTALL 4' PERMEABLE PAVERWALKWAY w/ UNDERDRAIN SLOPEFINISHED GRADE 2% AWAY FROMBUILDING. RE: DETAIL ON SHEET C-2.0 INSTALL 4"PERFORATED PVCUNDERDRAIN PIPE. TRANSITION FROM 4"PERFORATED PVC TO4" SOLID PVCUNDERDRAIN PIPE.ROOF DOWNSPOUT ALONGFACE OF BUILDING. SEEARCHITECTURAL PLANS FORFURTHER INFORMATION. PROPOSED FULL INFILTRATIONPERMEABLE PAVER BENEATH BIKERACK PAD. SEE ARCH PLANS FORFURTHER INFORMATION. 2.0% WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOL 9. ALL MANHOLE COVERS MUST BE ADJUSTED SUCH THAT THE TOP 10. COMPACTION IN EXCAVATED AREAS SHALL BE 95% MODIFIED PR 11. CONTRACTOR SHALL PROTECT ALL EXISTING TREES THAT ARE PRIOR TO COMMENCING CONSTRUCTION. 12. ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHALL BE FIE LANDSCAPE ARCHITECT. SCALE: N.T.S. PERMEABLE 30 MIL. PVC LINER PLACED ON PREPPED SUBGRAD (SLOPED TO DRAIN AWAY FROM BUILDING @ 2 TYPICAL SLOPE FOR 10'. PROVIDE SEPARATO FABRIC BELOW LINER ONLY IF SUBGRADE CONTAIN ANGULAR ROCK OR OTHER MATERIAL THAT MA PUNCTURE THE GEOMEMBRANE LINE ATTACH FABRICTO FOUNDATION WALLAND/OR CONCRETE BARRIER WALL; RE.TO PLANS AND ATTACHMENT DETAIL CDOT #8 OR #9 STONE IN APPROVED SCALE: N.T.S. PERMEABLE P 30 MIL. PVC LINER PLACED ON PREPPED SUBGR (SLOPED TO DRAIN TOWARDS 4" P UNDERDRAIN); PROVIDE SEPARATOR FABRIC BE LINER ONLY IF SUBGRADE CONTAINS ANGULAR R OR OTHER MATERIAL THAT MAY PUNCTURE GEOMEMBRANE L EXISTING SUBGRADE PREPPED T SLOPE TOWARDS UNDERDRAIN 0.5% MIN SLOP 4" PERFORATED SLOPED @ MIN. 0.5% W/ FRAME & ECO-STONE PER OR A CDOT # 8 FOUNDATION WALL AND/O REINFORCED CONCRET 18" MIN.6" WIDE REINFORCED CONCRETEBARRIER CURB 18" MIN. DEPTH No utilities have beenshown on theplans. Please provide in boththe survey andcivil sheets.Utilities need tobe shown toensure thereare no conflictsand properseparationswith proposed drainageimprovements. DS DS DS DS DS DS DS DS HOTEL ASPEN PROPOSED EDGE OF ROOF PROJECT BENCHMARKELEV: 7896.04'8.3%4.3%122 WESTMAIN STREET THREE (3) STEPS12" TREAD7.5" RISE SCL SCL SCL PROPOSED TRASHENCLOSURE. SEE ARCH. PROPOSED DECK(MAIN LEVEL) PROPOSED DECK(UPPER LEVEL) PROPOSED EDGE OFDECK (UPPER LEVEL) MATCH EXISTINGGRADES ALONG EDGEOF EXISTING STAIRLANDING EXISTING LOWER LEVEL COURTYARD(NO PROPOSED IMPROVEMENTS)EXISTING STAIRS STAIRS-3.0:1-3.0:10:1 2.0% MATCH EXISTINGGRADES ALONG FACEOF BUILDING. INSTALL 4' PERMEABLE PAVERWALKWAY w/ UNDERDRAIN SLOPEFINISHED GRADE 2% AWAY FROMBUILDING. RE: DETAIL ON SHEET C-2.0 INSTALL 4"PERFORATED PVCUNDERDRAIN PIPE. TRANSITION FROM 4"PERFORATED PVC TO4" SOLID PVCUNDERDRAIN PIPE.WNSPOUT ALONGOF BUILDING. SEETURAL PLANS FORER INFORMATION. PROPOSED FULL INFILTRATIONPERMEABLE PAVER BENEATH BIKERACK PAD. SEE ARCH PLANS FORFURTHER INFORMATION. 2.0% 12. ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHAL LANDSCAPE ARCHITECT. SCALE: N PERMEA 30 MIL. PVC LINER PLACED ON PREPPED S (SLOPED TO DRAIN AWAY FROM BUILD TYPICAL SLOPE FOR 10'. PROVIDE SE FABRIC BELOW LINER ONLY IF SUBGRADE ANGULAR ROCK OR OTHER MATERIAL PUNCTURE THE GEOMEMBRA ATTACH FABRICTO FOUNDATION WALLAND/OR CONCRETE BARRIER WALL; RE.TO PLANS AND ATTACHMENT DETAIL CDOT #8 OR #9 A SCALE: N. PERMEAB 30 MIL. PVC LINER PLACED ON PREPPED (SLOPED TO DRAIN TOWA UNDERDRAIN); PROVIDE SEPARATOR FA LINER ONLY IF SUBGRADE CONTAINS AN OR OTHER MATERIAL THAT MAY PU GEOMEM EXISTING SUBGRADE PR SLOPE TOWARDS UNDE 0.5% M 4" PERF SLOPED @ M W/ F ECO-S 18 6" WIDE REINFORCED CONCRETEBARRIER CURB 18" MIN. DEPTH There appears to be 2 trees that will require removal with the improvements. The projectteam should confirm with Parks Department to ensure removal is acceptable and any otherpermits or special considerations required. PROPOSED FULL INFILTRA PERMEABLE PAVER ENTRY RACK PAD. SEE ARCH FURTHER INFORMAT Curb & gutter along the property is in poor condition and needs replaced. Please update drawings with new curb & gutter and appropriate CDOT standard t-top asphalt patch. Work along Main Street will require a CDOT and CoA ROW permit. SE: Noted. The contractor is planning on utilizing manhole trench boxes for drywell installation to avoid layback within the alley ROW. SE: The revised plan set has been updated to reflect utility extensions to the proposed remodel. Please see sheet C4.0 for utility routing. SE: The project team has coordinated the removal of the southern tree with the Parks Department to facilitate the installation of a new water service. SE: The plan set has been updated to reflect curb and gutter replacement to match existing TBC/FL elevations. Please additionally see the curb detail on Sheet C1.0 and the City's t-top detail on Sheet C4.0. A CDOT Special Use Permit has been submitted for the water service installation. 08/23/2018 Subject: Engineer Page: 1.0 OL PLAN Page Index: 27 Lock: Unlocked Checkmark: Unchecked Author: justinf Date: 4/30/2018 1:32:00 PM Creation Date: 4/30/2018 1:31:01 PM Color: Unit: Count Measurement: 1 Capture: No File Name: Permit Drawing Set.122 West Main.2018.4.pdf The brick sidewalk in the ROW does not meet current ADA standards. Rework of this sidewalk is required to meet current standards. Please update drawings. Subject: Engineer Page: 2 Page Index: 2 Lock: Unlocked Checkmark: Unchecked Author: justinf Date: 4/30/2018 1:34:54 PM Creation Date: 4/30/2018 1:34:07 PM Color: Unit: Count Measurement: 1 Capture: No File Name: Permit Drawing Set.122 West Main.2018.4.pdf Provide existing utilities on both plan set and survey. Subject: Engineer Page: 9 Page Index: 9 Lock: Unlocked Checkmark: Unchecked Author: justinf Date: 4/30/2018 2:08:51 PM Creation Date: 4/30/2018 2:08:06 PM Color: Unit: Count Measurement: 1 Capture: No File Name: Drainage Report.122 West Main.2018.4.pdf Report claims to fully retain 100 year runoff. Please supply volume calculations that demonstrate the detention. MAIN STRE E T 5.0%8.3% RE-GRADE EXISTINGWALKWAY. INSTALLGROUT SET PAVERS SCL SCL2.0%E EXISTING B R I C K SIDEWALK -3.0:1-3.0:1-3.0:1 The brick sidewalk in the ROW does not meet current ADA standards. Rework of this sidewalk is required to meet current standards. Please update drawings. Provideexisting utilitieson both plan set and survey. reatment capacity, the 10’ minimum drywell depth as des adequate storage volume to fully retain the runoff nt. The required storage volume for this design storm was ults in a required 35.1 cubic feet of storage based on the usness. The proposed 10’ deep, 4’ diameter drywell olume within the drywell chamber alone, with additional ckfill. 5 in/hr was estimated by the Geotechnical Engineer, used for this analysis. Table 4 summarizes the water ons are provide within Appendix E. as designed to capture and filter or infiltrate the water ed zones within landscaping and incorporate the required P. The water quality drainage basins for the proposed sed building ridgelines to ensure the proposed receiving Report claims to fully retain 100 year runoff. Please supply volume calculations that demonstrate the detention. SE: Please see the existing cross slope labels on C2.0. The existing brick walkway appears to meet ADA standards within reasonable construction tolerances. SE: Please see the revised existing conditions survey provided by Aspen Survey Engineers depicting existing utility locations. The existing utilities are additionally reflected on C4.0 Utility Plan. SE: Please see Table 4 in the revised Drainage Report summarizing the required 100-yr full retention volume as well as the volume provided in excess of the required amount. REVISED SURVEY INCLUDES EXISTING UTILITIES. GSA 08/23/2018 0032-2018-ACBK_BuildingComment1 Subject: PlanCheck Page Label: 1 Author: justinh File Name: Lighting COMcheck.122 West Main.2018.4.pdf Provide cutsheets for all lighting fixtures (both exterior and interior) that give maximum fixture wattage (not lamp wattage) and NRTL listing. Lighting COMcheck.122 West Main.2018.4.pdf (1) Subject: PlanCheck Page Label: 1 Author: justinh File Name: Mechanical COMcheck.122 West Main.2018.4.pdf Please revise your Mechanical ComCheck to match what is shown on M-002, I am seeing many inconsistencies between what is shown here and what is shown on the equipment schedules. Mechanical COMcheck.122 West Main.2018.4.pdf (1) Subject: PlanCheck Page Label: >DCDT CAMrUC7 ADPUI 2CDCCUPANCY/•50MEANS OF•50GRESS PLANSi-<Qcu2u3I- Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Provide an area sheet that shows gross floor area as defined in the IBC (this is different than the gross floor area provided for zoning). Permit Drawing Set.122 West Main.2018.4.pdf (25) Subject: PlanCheck Page Label: >DCDT CAMrUC7 ADPUI 2CDCCUPANCY/•50MEANS OF•50GRESS PLANSi-<Qcu2u3I- Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Travel distances need to be drawn rectilinearly, not crossing spaces diagonally or through furniture. Please revise for the basement and main level. Subject: PlanCheck Page Label: A2.0 FLOORPLANS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf You are referencing a listed 1 hour assembly in multiple locations that do not require fire resistance rated construction. Please provide an unlisted typ. assembly for your non-rated partitions and revise the wall type references on all floor plans as applicable. Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballas 1-Bank (Office) LED 1: UC1: Other: LED 2: C1: Other: LED 3: D1: Other: LED 11: D1A: Other: LED 4: D1E: Other: LED 10: D2: Other: LED 5: S1: Other: LED 6: A1: Other: LED 7: A2: Other: LED 8: A3: Other: LED 9: R1: Other: Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented specifications, and other calculations submitted with this permit applicatio Interior Lighting PASSES: Design 1% better than code Provide cutsheets for all lighting fixtures (both exterior and interior) that give maximum fixture wattage (not lamp wattage) and NRTL listing. ner/Agent: bert Sanchez 0 South Spring Street 202 pen, CO 81611 0-948-0597 sanchezaia@gmail.com Designer/Contractor: BG Buildingworks 222 Chapel Place Unit AC-201 Avon, CO 81620 970-949-6108 erformance requirement will be identified in the mechanical requirements checklist pacity = 8 kBtu/h, No Economizer, Economizer exception: Heat Recovery System lies otor nameplate HP method) : Passes M, 0.1 motor nameplate hp, 0.0 fan efficiency grade Please revise your Mechanical ComCheck to match what is shown on M-002, I am seeing many inconsistencies between what is shown here and what is shown on the equipment schedules. Provide an area sheet that shows gross floor area as defined in the IBC (this is different than the gross floor area provided for zoning). -0”43’-10”60’-4”Travel distances need to be drawn rectilinearly, not crossing spaces diagonally or through furniture. Please revise for the basement and main level. You are referencing a listed 1 hour assembly in multiple locations that do not require fire resistance rated construction. Please provide an unlisted typ. assembly for your non-rated partitions and revise the wall type references on all floor plans as applicable. 1 2 Mechanical COMcheck has been updated to reflect current system types and capacities. Dylan Friday BG Buildingworks Lighting spec sheets are being provided to show NRTL listings and max fixture wattage. Brent Schumacher BG Buildingworks SHEET A0.2 ADDED GSA SHEET A0.1 REVISED GSA PARTITIONS REVISED ON SHEET A2.0 GSA 08/23/2018 Subject: PlanCheck Page Label: A2.0 FLOORPLANS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Show your 36' wide accessible route throughout the all commercial spaces and the accessible lodge unit. Subject: PlanCheck Page Label: A2.0 FLOORPLANS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Show complaint maneuvering clearances at all doors in the commercial spaces as well as the fully accessible lodge unit per ANSI 404.2.3.2. Subject: PlanCheck Page Label: A2.0 FLOORPLANS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf These assemblies work for the 1 hour fire resistance requirement of a dwelling separation but do not provide any sound test information. Dwelling separations are required to have a STC rating of 50 or greater. Provide listed assemblies for your dwelling separation assemblies that meet this STC requirement as well as the fire rating requirement. Subject: PlanCheck Page Label: A2.1 FLOORPLANS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf The planning approvals make reference to two separate lodge units. Clearly identify your dwelling separation between the two units on all applicable floor plans and sections. Doors separating units shall be 20 minute fire rated doors per IBC table 716.5 and need to be identified as such on the floor plan and schedule. Be sure the assembly you are referencing for the dwelling separation walls has a compliant fire rating and STC rating. Subject: PlanCheck Page Label: A2.1 FLOORPLANS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Please note the requirement for a minimum of 1/2" gwb on the interior of this entire exterior wall per IEBC 1012.5.3. An exterior exit stairway would normally be required to be separated from the interior of a building by a 1 hour fire barrier (IBC 1027/1023), but the existing building code allows existing wood lath and plaster or 1/2" thick gwb to satisfy that requirement. Please make this note on all floor plans. Show your 36' wide accessible route throughout the all commercial spaces and the accessible lodge unit. Show complaint maneuvering clearances at all doors in the commercial spaces as well as the fully accessible lodge unit per ANSI 404.2.3.2. These assemblieswork for the 1 hour fire resistance requirementof a dwelling separation but do notprovide any sound testinformation. Dwelling separations arerequired to have a STC rating of 50 orgreater. Provide listedassemblies for your dwelling separationassemblies that meetthis STC requirement as well as the firerating requirement. The planning approvals makereference to two separate lodgeunits. Clearly identify yourdwelling separation between thetwo units on all applicable floorplans and sections. Doorsseparating units shall be 20 minutefire rated doors per IBC table716.5 and need to be identified assuch on the floor plan andschedule. Be sure the assemblyyou are referencing for thedwelling separation walls has acompliant fire rating and STCrating. Please note the requirement for a minimum of 1/2" gwb on the interior of this entire exterior wall per IEBC1012.5.3. An exterior exit stairway would normally be required to be separated from the interior of abuilding by a 1 hour fire barrier (IBC 1027/1023), but the existing building code allows existing wood lath andplaster or 1/2" thick gwb to satisfy that requirement. Please make this note on all floor plans. SHEET A8.1 ADDED GSA SHEET A8.1 ADDED GSA ASSEMBLIES REVISED ON SHEET A2.0 GSA SEPARATIONS + DOOR INDICATED ON SHEET A2.1. DOOR INDICATED ON SHEET A5.0. GSA NOTE ADDED TO PLANS ON SHEETS A2.0 + A2.1 GSA 08/23/2018 Subject: PlanCheck Page Label: A2.2 ROOFPLAN Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Provide documentation that your roof assemblies are class A (UL listing, ESR report, etc) and details for your roof assembly that match these class A assemblies. Subject: PlanCheck Page Label: A3.0 ELEVATIONS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Provide a typ. detail for the new metal guard rail showing compliant height and opening limitations per IBC 1015 or call out/dimension compliant height and size of openings on all applicable elevations. Subject: PlanCheck Page Label: A3.0 ELEVATIONS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Provide details showing compliant riser height, tread depth, guards and handrails for all new stairways (both exterior and interior) that show compliance with IBC 1011, 1014 and 1015. Subject: PlanCheck Page Label: A4.0 BUILDINGSECTIONS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Per the floor plan I've made the assumption that bedroom 209 and bath 208 are intended to be their own lodge unit. If that is the case then this assembly is also a dwelling separation and must be a listed/tested assembly with a compliant fire and STC rating. I do not see a location where this floor/ceiling assembly could terminate at another fire rated wall assembly and therefore the entire floor for the loft level would be required to be built as a dwelling separation to provide the required continuity for a horizontal fire partition. Subject: PlanCheck Page Label: A5.0 ROOM FINISH•50+ DOOR•50SCHEDULE Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Identify all exterior doors as such and provide U values for all new/replacement exterior doors. Entrance doors on the basement and first floor can be up to .77 U value (commercial requirement) and the second floor will need to be .28 or less (COA amendment to the residential requirement). Please revise. Provide documentation that your roof assemblies are class A (UL listing, ESRreport, etc) and details for your roof assemblythat match these class A assemblies. Provide a typ. detailfor the new metal guard rail showing compliant height and opening limitations per IBC 1015 or callout/dimension compliant height andsize of openings on all applicable elevations. Provide details showing compliant riser height, tread depth, guards and handrails for all new stairways (both exterior and interior) that show compliance with IBC 1011, 1014 and 1015. Per the floor plan I've made the assumption thatbedroom 209 and bath 208 are intended to betheir own lodge unit. If that is the case then this assembly is also a dwelling separation and must be a listed/tested assembly with a compliant fire and STC rating. I do not see alocation where this floor/ceiling assembly couldterminate at another fire rated wall assemblyand therefore the entire floor for the loft levelwould be required to be built as a dwelling separation to provide the required continuity for a horizontal fire partition. Identify all exterior doors as such andprovide U values for all new/replacementexterior doors. Entrance doors on thebasement and first floor can be up to .77U value (commercial requirement) and thesecond floor will need to be .28 or less(COA amendment to the residentialrequirement). Please revise. DETAILS ADDED ON SHEET A2.2 GSA DETAILS ADDED TO SHEET A2.1 + NOTES ADDED TO SHEET A3.0 GSA DETAILS ADDED TO SHEET A2.1 GSA SEPARATIONS INDICATED ON SHEET A4.0 GSA DOOR SCHEDULE REVISED ON SHEET A5.0 GSA 08/23/2018 Subject: PlanCheck Page Label: A5.1 WINDOWSCHEDULE Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf IEBC 1012.6.3 does not require existing openings in buildings to be protected unless the sum of the opening areas exceeds 50% of the total area of the wall, you are not required by code to replace this glazing with fire rated glazing. Energy code requirements are triggered if these windows are replaced for any reason, so a compliant U value will need to be provided. Subject: PlanCheck Page Label: A5.1 WINDOWSCHEDULE Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf U values for all new or replacement glazing on the second floor and loft levels is required to be .28 or better per COA amendment to the IECC. Fixed windows on the basement and ground levels must be .29 and operable windows must be .37 or better. Please revise your schedule for all new windows or existing windows being repaired or altered. Subject: PlanCheck Page Label: A8.0 ACCESSIBILITY•50PLANS +•50DETAILS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf You dimensions shown for the water closet are wrong, it should be 60" wide and 56" deep, this is reversed from that. Please revise to comply, required clearances will not fit into this space as currently drawn. Subject: PlanCheck Page Label: A8.0 ACCESSIBILITY•50PLANS +•50DETAILS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Please provide a side elevation or section through all fixtures where you are proposing knee and toe clearance to demonstrate proper clearance per ANSI figures 306.2 and 306.3. Subject: PlanCheck Page Label: A8.0 ACCESSIBILITY•50PLANS +•50DETAILS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Where a forward approach/clear space is provided it should be drawn tucked into the fixture 17" to demonstrate proper knee and toe clearances. If knee and toe clearances are not being provided then a parallel approach/clear space centered on the fixture shall be provided. Please revise all applicable floor plans. IEBC 1012.6.3 does not require existing openings in buildings to be protected unless the sum of the opening areas exceeds 50%of the total area of the wall, you are not required by code to replace this glazing with fire rated glazing. Energy code requirements are triggered if these windows are replaced for any reason, so a compliantU value will need to be provided. U values for all new or replacement glazing on thesecond floor and loft levels is required to be .28 orbetter per COA amendment to the IECC. Fixedwindows on the basement and ground levels must be.29 and operable windows must be .37 or better. Please revise your schedule for all new windows orexisting windows being repaired or altered. You dimensions shown for the water closet are wrong, it should be 60" wide and 56" deep, this is reversed from that. Please revise to comply, required clearances will not fit into this space as currently drawn. Please provide a side elevation or section through all fixtures where you are proposing knee and toe clearance to demonstrate proper clearance per ANSI figures 306.2 and 306.3. Where a forward approach/clear space isprovided it should be drawn tucked into thefixture 17" to demonstrate proper knee and toe clearances. If knee and toe clearances are notbeing provided then a parallel approach/clearspace centered on the fixture shall be provided. Please revise all applicable floor plans. WINDOW SCHEDULE REVISED ON SHEET A5.1 GSA WINDOW SCHEDULE REVISED ON SHEET A5.1 GSA SHEET A8.0 REVISED GSA SHEET A8.0 REVISED GSA SHEET A8.0 REVISED GSA 08/23/2018 Subject: PlanCheck Page Label: A8.0 ACCESSIBILITY•50PLANS +•50DETAILS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Are garbage disposals being proposed under the kitchen or breakroom sinks? If so please clearly show them to clearly demonstrate that they will not interfere with the required knee and toe clearances. Subject: PlanCheck Page Label: A8.0 ACCESSIBILITY•50PLANS +•50DETAILS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf The sink cannot overlap into the required clear space for the water closet. Please revise. Subject: PlanCheck Page Label: A8.0 ACCESSIBILITY•50PLANS +•50DETAILS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf You are showing a front approach to the range which implies you have the required knee and toe clearance. I do not believe this is the case based on elevation #10 which shows an oven under the range cooktop. You need to have a parallel approach centered on the oven for the cooktop, but also a parallel approach adjacent to the range for the oven per ANSI 804. You should also show a forward facing approach at the required workspace that is tucked under the counter 17". The width of the work space under counter clearance should be clearly dimensioned. Subject: PlanCheck Page Label: A8.0 ACCESSIBILITY•50PLANS +•50DETAILS Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Please dimension the distance from toilet centerline to the adjacent wall either on an elevation or the floor plan for all restrooms. Subject: PlanCheck Page Label: E-201 FIRST LEVEL LIGHTING PLAN Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Show compliant lighting controls for the basement and ground levels. This includes occupant sensors per IECC C405.2.1, time-switch controls per C405.2.2.1, manual light reduction controls per C405.2.2.2, and daylight responsive controls per C405.2.3 (daylight zones should be shown on the plan). Are garbage disposals being proposed under the kitchen or breakroom sinks? If so please clearly show them to clearly demonstrate that they will not interfere with the required knee and toe clearances. The sink cannot overlap into the required clear space for the water closet. Please revise. You are showing a front approach to the range which implies you have the required knee and toe clearance. I do not believe this is the case based on elevation #10 which shows an ovenunder the range cooktop. You need to have a parallel approach centered on the oven for the cooktop, but also a parallel approach adjacent to the range for the oven per ANSI804. You should also show a forward facing approach at the required workspace that is tucked under the counter 17". The width of the work space under counter clearanceshould be clearly dimensioned. Please dimension the distance from toilet centerline to the adjacent wall either on an elevation or the floor plan for all restrooms. SENSO PROVID TECHN SENSO 3 Show compliant lighting controls for the basement and ground levels. This includes occupant sensors per IECC C405.2.1, time-switch controls per C405.2.2.1, manual light reduction controls per C405.2.2.2, and daylight responsive controls per C405.2.3 (daylight zones should be shown on the plan). 3 Daylighting zones shown on ground level plan. Brent Schumacher BG Buildingworks GARBAGE DISPOSAL INTENDED FOR BREAKROOM 010 WITH PARALLEL APPROACH. NO DISPOSAL IN ACCESSIBLE LODGE KITCHEN 204 GSA THE EXISTING CORE + RESTROOM DIMENSIONS ARE UNCHANGED. EXISTING RESTROOM FIXTURES ARE BEING REPLACE. GSA SHEET A8.0 REVISED GSA SHEET A8.0 REVISED GSA 08/23/2018 Subject: PlanCheck Page Label: E-202 SECOND LEVEL LIGHTING PLAN Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf Both the second level and loft level are under the residential IECC code provisions. Please note the requirement for at least 75% of lamps in permanently installed fixtures to be high efficacy. Please also note the requirement for all recessed fixtures installed in the building thermal envelope (loft ceiling) to be IC rated and air sealed. Subject: PlanCheck Page Label: S.6.01 Author: justinh File Name: Permit Drawing Set.122 West Main.2018.4.pdf A signed special inspection agreement is required for the structural welding and bolting shown in the structural details. This is be required to be submitted before full building department approval and permit issuance, but you may submit all other responses without it if you have not selected your welding contractor, etc. at that point. Both the second level and loft level are under the residential IECC code provisions. Please note the requirement for at least 75% of lamps in permanently installed fixtures to be high efficacy. Please also note the requirement for all recessed fixtures installed in the building thermal envelope (loft ceiling) to be IC rated and air sealed. WF BE 58" DIA STAGGERED F A signed special inspection agreement is required for the structural welding and bolting shown in the structural details. This is be required to be submitted before full building department approval and permit issuance, but you may submit all other responses without it if you have not selected your welding contractor, etc. at that point. 4 Added a note on residential unit plans that indicate 75% of lighting fixtures are high-efficacy fixtures. Added a note that fixtures in building thermal envelope shall be in an IC-rated housing. Brent Schumacher BG Buildingworks FORM SUBMITTED. GSA 08/23/2018 WELS Markup 1.1 RM Page: 4 Author: rickma Date: 8/6/2018 1:28:25 PM File Name: Water Efficiency Completeness.122 West Main.2018.4.pdf Please include the language of WELS Section 6.1.6 -Sensors 4 (1) Page: 5 Author: rickma Date: 8/6/2018 1:13:57 PM File Name: Water Efficiency Completeness.122 West Main.2018.4.pdf If possible, insert the water budget calculation worksheet here. The copy of the worksheet received on 4/3/18 is not entirely legible. 5 (2) Page: 5 Author: rickma Date: 8/6/2018 1:16:59 PM File Name: Water Efficiency Completeness.122 West Main.2018.4.pdf Of these species all but Aquilegia and Deschampssia are listed as Low water-requiring plants in Appendix E of the WELS. The water budget calculation worksheet indicates Medium water use plants. Please include the language of WELS Section 6.1.6 -Sensors If possible, insert the water budget calculation worksheet here. The copy of the worksheet received on 4/3/18 is notentirely legible. Of these species allbut Aquilegia and Deschampssia arelisted as Lowwater-requiring plants in Appendix E of theWELS. The waterbudget calculation worksheet indicatesMedium water use plants. HINES: SPECIFICATION AND INSTALLATION NOTES FOR RAIN/ FREEZE SENSOR INTEGRATED INTO CONSTRUCTION NOTE #2 HINES: ZONE 1 ( STATION A4) CHANGED TO LOW WATER USE PLANTING HINES: WATER BUDGET CALCULATION UPDATED 08/23/2018 Page: 11 Author: rickma Date: 8/6/2018 1:10:44 PM File Name: Water Efficiency Completeness.122 West Main.2018.4.pdf The ROW must be in the calculations 11 (2) Page: 11 Author: rickma Date: 8/6/2018 1:10:50 PM File Name: Water Efficiency Completeness.122 West Main.2018.4.pdf The rain garden is labeled as Low water on L400 The ROW must be in the calculations The rain garden is labeled as Low water on L400 HINES: ROW CALCULATION INCORPORATED HINES: ZONE 1 ( STATION A4) CHANGED TO LOW WATER USE PLANTING 08/23/2018