Loading...
HomeMy WebLinkAboutFile Documents.533 W Hallam St.0285.2018 (88).ARBK0285-2018-ARBK_BuildingComment3 Subject: PlanCheck Page: A805 ASSEMBLIES -ROOF Author: justinh Color: File Name: 533 W Hallam - Architectural Response Drawings.pdf Re-title this detail so that there is no confusion regarding whether assemblies are meant to be permeable. 533 W Hallam - Architectural Response Drawings.pdf (3) Subject: PlanCheck Page: A813 DETAILS -EXTERIOR Author: justinh Color: File Name: 533 W Hallam - Architectural Response Drawings.pdf Revise all details and notes for grade at the historic portions of the house to state "Proposed grade to match relationship of existing grade to historic house, minimum of 6" per IRC 404.1.6. Ref Civil and Grading Plan". This note shows up on several details in the 800 series of sheets. Subject: PlanCheck Page: G011 RREMP PLAN Author: justinh Color: File Name: 533 W Hallam - Architectural Response Drawings.pdf This small area adjacent to the light well where the gutter discharges is marked as being snowmelted but the area is not included in your calculation, please revise the shading here or revise the snowmelt calculation and REMP worksheet to include it. Subject: PlanCheck Page: 2 Author: justinh Color: File Name: 533 W Hallam - Building Comment2 - Response - C.pdf Weighted average and schedule are good. Please verify that these windows will be NFRC stickered at inspection and add a note stating that to the window schedule. 533 W Hallam - Building Comment2 - Response - C.pdf (4) Subject: PlanCheck Page: 3 Author: justinh Color: File Name: 533 W Hallam - Building Comment2 - Response - C.pdf Is the solar disconnect and meter shown on that elevation for future installation of solar? There is no mention of solar in the plans or on the REMP worksheet, please clarify. FILTER FABRIC - HYDRODRAIN AL RIGID INSULATION R-10 MIN. DRAINAGE MAT - HYDRODRAIN 990 CONCRETE, REF. STRUCTURAL SPRAY FOAM INSULATION R-40 MIN. CEILING FINISH, REF. INTERIOR FINISH SCHED. CEILING HEIGHT, REF. REFLECTED CEILING PLANS WATERPROOF MEMBRANE -MM6125 EV 21 3" 1/2" REF. STRUCT. R-49 MIN. 5/8" GYPSUM BOARD T.O. CONC. PER STRUCT. BLOWN -IN SOUND ATTENUATION INSULATION 2X UNDER FRAMING, REF STRUCTURAL VARIES DRAINAGE MAT - HYDRODRAIN 990 CONCRETE, REF. STRUCTURAL SPRAY FOAM INSULATION R-49 MIN. 5/8" GYPSUM BOARD WATERPROOF MEMBRANE - MM6125 EV R-49 MIN. CEILING FINISH, REF. INTERIOR FINISH SCHED. CEILING HEIGHT, REF. REFLECTED CEILING PLANS 2X UNDER FRAMING, REF STRUCTURAL BLOWN -IN SOUND ATTENUATION INSULATION SHEET THE INFO PROPER NO PART PERMISS BILL POS ALL COM COPYRIG c 20 PROJE A8 ASS 21708 SCALE 1 1/2" = 1'-0"R-1 PERMEABLE PAVERS @ PATIO GREEN ROOF SCALE 1 1/2" = 1'-0" SOD @ GREEN ROOF Re-title this detail so that there is no confusion regarding whether assemblies are meant to be permeable. T.O. FIN FLR @ MAIN LEVEL 100' - 3" T.O. SHTHG @ MAIN LEVEL 100' - 0" PREFINISHED METAL FLASHING W/ DRIP EDGE STUCCO OVER CEMENT BOARD TO MATCH EXISTING CONDITION, PER APPROVED SAMPLE PROPOSED GRADE TO MATCH RELATIONSHIP OF EXISTING GRADE TO HISTORIC HOUSE. REF CIVIL AND GRADING PLAN NOTE: REF. WATERPROOFING DRAWINGS FOR WATERPROOFING DETAILS T.O. CONC. 99' - 9 3/4" REF. STRUCT. PRESSURE TREATED PLATES W/ CAPILLARY BREAK (TYP.) WEEP SCREED 1/2" CEMENT BOARD W/ WATERPROOFING EXTENDED UP AND OVER A MIN. OF 6" ABOVE GRADE EXISTING HISTORIC STUDS AND PANELING VIF LOCATION AND CONNECTION TO NEW STRUCTURAL FOOTING WITH ARCHITECT AND STRUCTURAL ENGINEER DURING DEMO PHASE DUNCAN RESIDENCE 533 W HALLAM ST ASPEN, CO 81611 1 05.28.2019 PRICING SET 2 10.09.2019 COA COMMENTS RESPONSE 01.08.2020 CHECK SET 02.24.2020 PERMIT COMMENTS ROUND 2 Revise all details and notes for grade at the historic portions of the house to state "Proposed grade to match relationship of existing grade to historic house, minimum of 6" per IRC 404.1.6. Ref Civil and Grading Plan". This note shows up on several details in the 800 series of sheets. T LIGHT WELL BELOW BOTTOM OF LIGHTWELL 16.00 SQ FT This small area adjacent to the light well where the gutter discharges is marked as being snowmelted but the area is not included in your calculation, please revise the shading here or revise the snowmelt calculation and REMP worksheet to include it. Subject: PlanCheck Page: A812 DETAILS -EXTERIOR Author: justinh Color: File Name: Architectural - Comment Response Drawings.pdf Provide the waterproofing drawings that you are referencing on almost every foundation detail. Subject: PlanCheck Page: A901 INTERIOR & EXTERIOR DOOR SCHEDULE W/ DOOR Author: justinh Color: File Name: Architectural - Comment Response Drawings.pdf Provide the weighted average documentation you reference. Subject: PlanCheck Page: G011 RREMP PLAN Author: justinh Color: File Name: Architectural - Comment Response Drawings.pdf You have an error in the REMP total area number you show (1092-36=1056 not 1065). Revise your second total. Subject: PlanCheck Page: 1 Author: justinh Color: File Name: Building Comment 1 - Architectural Response.pdf You've made that note at 2 of the flat roofs, but there is no such note on the flat roofs on the non-historic addition. Clearly note that requirement on all flat roof sections so that there is no confusion as to how you are meeting that requirement. The largest flat roof on the addition is more than 8' from the inlet to the edge in the long dimension that is called out as being 1/4" per foot slope, which would mean that edge will be greater than 2" above the drain inlet. Revise or clarify how you intend to provide compliant secondary drainage at that specific flat roof. Building Comment 1 - Architectural Response.pdf (3) W-1 T.O. CONC.100' - 6" MIN. 6" EXPANSION JOINT NOTE:REF. WATERPROOFING DRAWINGS FOR WATERPROOFING DETAILS SIM T.O. FIN. FLR @ GARAGE100' - 2" 1 1/2 T.O. WALL99' - 6 3/4" PRESSURE TREATED PLATE W/ CAPILLARY BREAK (TYP.) Provide the waterproofingdrawings that you arereferencing on almostevery foundation detail. T.O. SHTHG @ MAIN LEVEL EXTERIOR2' - 6"INTERIOR2' - 6" DOOR DIMENSIONS GENERAL NOTES 1)REFERENCE FLOOR PLANS FOR DOOR HANDING. NOTIFY ARCHITECT OF ANY DISCREPENCIES.2)REFERENCE ELEVATIONS FOR WINDOW HANDING AND OPERATION. NOTIFY ARCHITECT OF ANY DISCREPENCIES.3)ALL WINDOWS AND DOORS TO HAVE "LOW E" INSULATED GLAZING U.N.O. THEY SHOULD ALSO BE RATED FOR HIGH ALTITUDES, PER MANUFACTORER'S SPECIFICATION. 4)PROVIDE WEATHERSTRIPPING AND ALUMINUM THRESHOLDS FOR ALL EXTERIOR DOORS, U.N.O. 5)VERIFY WINDOW AND DOOR HARDWARE FINISHES WITH OWNER PRIOR TO ORDERING. 6)TEMPERED GLASS MUST BE PROVIDED IN ALL HAZARDOUS AREAS PER SECTION R308 2015 IRC.7)ALL WINDOWS TO COMPY WITH 2015 IECC CHAPTER 4, CLIMATE ZONE 7 & 8, FENESTRATION U-FACTOR 0.28. WINDOW MANUFACTORER TO PROVIDE DOCUMENTATION FOR THE WINDOW PACKAGE DEMONSTRATING A WEIGHTED AVERAGE OF U-VALUE 0.28 AND STICKER MARKING OF UNITS FOR APPROVAL BY THE CITY OF ASPEN BUILDING DEPARTMENT.8) INDICATES SAFETY GLASS.9) INDICATES EGRESS. 10)R.O.'S ARE 1/2" BEYOND OVERALL FRAME DIMENSIONS.11)FIELD VERIFY ALL R.O. DIMENSIONS BEFORE ORDERING.12)PROVIDE SCREENS FOR OPERABLE WINDOWS. COORDINATE WITH ARCHITECT.13)SEE REFLECTED CEILING PLANS FOR REFERENCED SHADE POCKET DETAILS & DESCRIPTION. TE SHEE THE INF PROPER NO PAR c2 PROJ DU 533 A INT DO TY 2170 Provide the weightedaveragedocumentation youreference. SNOWMELTED AREAS SNOWMELTED AREAS IN R.O.W. ON SEPERATE ZONE 15.33 SF56.71 SF16.00 SF30.19 SF44.75 SF51.44 SF 1,092.06 SFAREAS TOTAL THE CITY ALLOWS A 9 SF REDUCTION IN CALCULATED AREA AT EACH LIGHTWELL. 9 SF X 4 = 36 SF 1,092.06 SF -36 SF = 1,056.06 SF REMP TOTAL AREA 1,065.06 SF Consultant( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 06 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 Issue: 1 02.04.2019 PRELIMINARYPRICING2 05.28.2019 PRICING SET3 07.16.2019 UPDATEDPRICING4 09.06.2019 COMMENTRESPONSE5 10.09.2019 COA COMMENT RESPONSE You have an error inthe REMP total areanumber you show(1092-36=1056 not1065). Revise yoursecond total. Subject: PlanCheckPage Label: A101Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Identify patio materials, there isa detail for permeable paversand the site plan should clearlyshow where this is proposed. Subject: PlanCheckPage Label: A203Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Show all electrical panellocations on your architecturalfloor plans. Subject: PlanCheckPage Label: A205Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Show your radon mitigationsystem termination pipe on theroof plan along with any otherventing that is not currentlyshown. Subject: PlanCheckPage Label: A205Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Show compliant secondary roofdrainage per IRC 903.4.1, eitherscuppers or secondary drains. Ifsecondary drains are used theymust discharge to a differentlocation than the primary drainswhere they will be observed bythe building occupant per IPC1108.2. 14 10' SETBACK N14°50'49"E 100.00'100' - 0" LIGHT WELL LIGHT WELL LIGHT WELL LIGHT WELL BELOWBELOWBELOWBELOW V.I.F. SETBACK10' - 0"PROPOSED 36" FENCE LINE OF NO FOUNDATION / DIGGING ESTABLISHED BY PARKS IN PERSON MEETING ON 06.19.2018 Identify patio materials,there is a detail forpermeable pavers andthe site plan shouldclearly show wherethis is proposed. A PROPE R T Y L I N B 4' - 6"6" 12' - 2 3 / 8 " Show all electrical panel locations onyour architectural floor plans. NE OF OW Show your radon mitigationsystem termination pipe on theroof plan along with any otherventing that is not currently shown. Show compliant secondary roof drainage perIRC 903.4.1, either scuppers or secondarydrains. If secondary drains are used theymust discharge to a different location than theprimary drains where they will be observed bythe building occupant per IPC 1108.2. You've made that note at 2 of the flat roofs, butthere is no such note on the flat roofs on thenon-historic addition. Clearly note thatrequirement on all flat roof sections so thatthere is no confusion as to how you aremeeting that requirement. The largest flat roof on the addition is morethan 8' from the inlet to the edge in the longdimension that is called out as being 1/4" perfoot slope, which would mean that edge will begreater than 2" above the drain inlet. Reviseor clarify how you intend to provide compliantsecondary drainage at that specific flat roof. Weighted average and schedule are good. Please verify that these windows will be NFRC stickered at inspection and add a note stating that to the window schedule. Subject: PlanCheck Page: 2 Author: justinh Color: File Name: Building Comment 1 - Architectural Response.pdf You are not showing any utility meters on the east elevation, which is where they should be per the main level floor plan. Comment unresolved. Subject: PlanCheck Page: 4 Author: justinh Color: File Name: Building Comment 1 - Architectural Response.pdf If you are proposing to protect from decay by using treated lumber, waterproofing a minimum of 6" above grade, and a capillary break you need to also use treated sheathing within 6" of grade to fully protect the wall framing that is less than 6" above grade. ZIP panels (which is what I'm assuming you are referring to when your details call out insulated sheathing) are not approved to be installed less than 6" above grade per the manufacturer, what you propose does not work. Comment unresolved. Revise details to comply with R404.1.6 by either raising the height of the foundation walls, revising exterior grade, or calling out treated sheathing for the first course above grade in addition to the other notes you added. Structural should be updated to allow and/or note the Subject: PlanCheckPage Label: A404Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Please dimension the height andopening size on your guard toshow compliance with IRC 312 Subject: PlanCheckPage Label: A404Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Please show utility meters onyour elevations. Subject: PlanCheckPage Label: A702Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Show a compliant handrail andguard on the lower level stairs. Subject: PlanCheckPage Label: A702Author: justinh Please add dimensions to showthat both the guard and open 0403 GUARDRAIL PER CODE LIGHTWELL Please dimension theheight and openingsize on your guard toshow compliance withIRC 312 04 DRYER VENTUARDRAIL PER CODE LIGHTWELL Please show utilitymeters on yourelevations. T.O. F.F. @ MAIN100' - 0" T.O. F.F. @ UPPER110' - 4 1/2" T.O. PLY @ MAIN99' - 9" T.O. PLY @ UPPER110' - 1 1/2"6' - 8"MIN. HEAD HEIGHT MIN. HEAD HEIGHT 10 3/4"7" T.O. PLY @ BASEMENT86' - 4"T.O. F.F. @ BASEMENT86' - 7"T.O. CONC. @ CRAWL SPACE79' - 6 3/8" 6' - 8"6' - 8" 3' - 0" 001FAMILY /FAMILY /FAMILY /FAMILY /GAMEGAMEGAMEGAME M01MECHANICALMECHANICALMECHANICALMECHANICALCRAWLSPACECRAWLSPACECRAWLSPACECRAWLSPACE 106LIVINGLIVINGLIVINGLIVING STAIRSTAIRSTAIRSTAIR MECHANICAL ACCESS HATCH 6' - 8"MIN. HEAD HEIGHT MIN. HEAD HEIGHT 11 3/4"7" 6' - 8" M01MECHANICALMECHANICALMECHANICALMECHANICALCRAWLSPACECRAWLSPACECRAWLSPACECRAWLSPACE STAIRSSTAIRSSTAIRSSTAIRS STAIRSSTAIRSSTAIRSSTAIRS 004STO.STO.STO.STO.001FAMILY /FAMILY /FAMILY /FAMILY /GAMEGAMEGAMEGAMEANICAL S HATCH SCALE 1/4" = 1'-0"1STAIR SECTION - NORTHSOUTH Show a complianthandrail and guard onthe lower level stairs. ELEVCSTAIRSTAIRSTAIRSTAIR You are not showingany utility meters onthe east elevation,which is where theyshould be per themain level floor plan. Comment unresolved. Subject: PlanCheckPage Label: A812Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Revise all drawings(architecturals, structurals, civils)so grade is 6” or more below thetop of each foundation wall per2015 IRC R404.1.6 (clearlydimensioned in the architecturaldetails). Alternatively, the Citywill accept a lesser distance if allof the following are provided.Note this requirement at allapplicable wall sections anddetails:1.All wood materials within 6” ofgrade to be protected fromdecay per R317.1 5.2.Waterproof membraneextending up wall a minimum of6” above grade.3.Capillary break separatingconcrete from wood materials.If you go that route you will alsoneed to have the structural planrevised to show treated lumberas a specified material and havethem list the proper fasteners fortreated wood as the chemicalsused to treat lumber candegrade typical fasteners.Subject: PlanCheckPage Label: A815Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Indicate how you will accomplishthe air sealing requirements of2015 IECC table R402.4.1.1using notes and details. Indicatethe continuity of the air barrierand where it is locatedthroughout the building. Notelocations that require caulking,sealing, taping, etc. Note whichcomponents are included in theair barrier such as spray foam,gypsum, housewrap, and/orexterior insulation. You mayhave all of the above but youneed to pick one continuousbarrier and stick to it. It needs tofollow the thermal barrier. Thebetter detail you provide, theeasier it will be for the contractorand inspector to be successful.This is a new 2015 coderequirement in lieu of a blowerdoor test. I've attached ourstandard air sealing detail sheetsto this comment letter as an W-1T.O. CONC. @ CRAWL SPACE79' - 6 3/8"F-1WATERPROOFINGHYDRODUCT COIL 600WRAP HYDRODUCT 220 PERMANUFACTURER'S RECOMMENDATIONS.PER STRUCT.PER STRUCT.T.O. CONC. @ BASEMENT83' - 2"F-1W-2SIMMECHANICAL VOID SPACEPER STRUCT.EXPANSION JOINTHYDRODUCT 220HYDRODUCT COIL 600PER STRUCT.REFERENCE SOIL RETENSION PLANS FOR SYSTEM TO USEAT.O. PLY @ MAIN99' - 9"B T.O.F.F. @ PATIO & GARAGE99' - 11"R-1R-4WOOD CLAD STEEL COLUMN.PAINT TO MATCH SIDING.KEEP WOOD 1" UP FROM FIN. GRADE1"COLUMN BASE PER STRUCTURALWATERPROOFING PER WJECONCRETE DECKING PER STRUCTURALMICROPILE WALL DEMO CAP AS NECESSARY. VERIFY LOCATIONS WITH ENGINEER.STEEL PER STRUCTURALPER STRUCTURAL T.O. F.F. @ MAIN100' - 0"AT.O. PLY @ MAIN99' - 9"BW-2EXISTING HISTORIC STUDS AND SIDING VIF LOCATION AND CONNECTION TO NEW STRUCTURAL FOOTING WITH ARCHITECT AND STRUCTURAL ENGINEER DURING DEMO PHASE. W-111/2" DENSGLASS BACKER OVER WATERPROOFING.CONCRETE SCRACTH COAT TO MATCH EXISTING CONDITION. VIF COLOR WITH ARCHITECT.PROPOSED GRADE TO MATCH RELATIONSHIP OF EXISTING GRADE TO HISTORIC HOUSE. REF CIVIL AND GRADING PLANRIGID INSULATION3"DRAINAGE MATCONTINUE SPRAY INSULATION UP TO THE BOTTOM OF SHEATHING (TYP) T.O. F.F. @ MAIN100' - 0"LKT.O. PLY @ MAIN99' - 9"METAL FLASHING CONTINUOUSUNDER WINDOW 1/2" DENSGLASS OVER ZIP PANELFOR PROTECTION.WATERPROOFING PER WJECONCRETE TOPPING SLOPED 1/4" PER FOOTCONTINUE SPRAY FOAM INSULUP TO UNDERSIDE OF SHEATHING(TYP)CONCRETE PER STRUCTURALW-3PER STRUCT.PER STRUCT.10T.O. PLY @ MAIN99' - 9"T.O.F.F. @ PATIO & GARAGE99' - 11"F-2 EXPANSION JOINTCONC FILL AS NECESSARY VIF WITH STRUCTURALALLEY GRAVELCONCRETE DRIVE UP FROM PROPERTY LINE TO GARAGE ENTRY. GARAGE DOOR MICROPILE WALLPER STRUCT.STEEL PER STRUCTURALSTEEL DECKING AND GARAGE CONC PERSTRUCTURALLKT.O. PLY @ MAIN99' - 9"T.O.F.F. @ PATIO & GARAGE99' - 11"F-2W-1W-7METAL FLASHING CONTINUOUSUNDER DRAINAGE MAT AND OVER FOUNDATION INSULATIONMETAL FLASHING WITH DRIP EDGE COLOR TO MATCHSIDINGCONTINUOUS METALFOUNDATION FLASHING. POWEDER COAT TO MATCHMETAL PANNEL SYSTEM. SELF ADHERED FLASHINGTO OVERLAP ALL METAL FLASHINGPER STRUCT.PER STRUCT.STEEL PER STRUCTURAL T.O. F.F. @ MAIN100' - 0"CT.O. PLY @ MAIN99' - 9"T.O.F.F. @ PATIO & GARAGE99' - 11"R-1SELF ADHERED FLASHINGTO OVERLAP ALL METAL FLASHINGMETAL FLASHING CONTINUOUSUNDER DRAINAGE MAT AND OVER FOUNDATION INSULATIONMETAL FLASHING WITH DRIP EDGE COLOR TO MATCH SIDING. W-7WATERPROOFING PER WJE3" RIGID INSULATION1/2" DENSGLASSCONC PER STRUCTURALSTEEL PER STRUCTURALT.O. F.F. @ MAIN100' - 0"T.O. PLY @ MAIN99' - 9"W-7SIMW-1SELF ADHERED FLASHINGTO OVERLAP ALL METAL FLASHINGMETAL FLASHING CONTINUOUSUNDER DRAINAGE MAT AND OVER FOUNDATION INSULATIONMETAL FLASHING WITH DRIP EDGE COLOR TO MATCHSIDINGFLOOR FRAMING. REF STRUCT.CONTINUOUS METALFOUNDATION FLASHING. POWEDER COAT TO MATCHMETAL PANNEL SYSTEM. AT.O. F.F. @ UPPER110' - 4 1/2"T.O. PLY @ UPPER110' - 1 1/2"F-3W-7METAL FLASHING W/ DRIP EDGE,COLOR TO MATCH SIDINGWOOD FASCIA TO MATCH SIDINGCONTINUOUS SPRAY FOAM INSULATION STEEL BEAM, REF. STRUCT.SAW-CUT DRIP EDGEWOOD WRAPPED COLUMNSELF-ADHERED FLASHING TO OVERLAP METAL FLASHINGWEATHER RESISTANT BARRIER SCALE 1 1/2" = 1'-0"A8124DTL_Foundation @ Office West SCALE 1 1/2" = 1'-0"A8126FOUNDATION WALL @ STAIR HALL SCALE 1 1/2" = 1'-0"A8127DTL_Foundation Wall @ Garage DoorSCALE 1 1/2" = 1'-0"A8128FOUNDATION WALL @ GARAGE SLAB - EAST SCALE 1 1/2" = 1'-0"A8129PATIO @ EXTERIOR WALLSCALE 1 1/2" = 1'-0"A81210TYPICAL FOUNDATION WALL @ WOOD JOIST SCALE 1 1/2" = 1'-0"A8125COLUMN @ MASTER BATHRevise all drawings (architecturals, structurals, civils) sograde is 6” or more below the top of each foundation wallper 2015 IRC R404.1.6 (clearly dimensioned in thearchitectural details). Alternatively, the City will accept alesser distance if all of the following are provided. Note thisrequirement at all applicable wall sections and details:1.All wood materials within 6” of grade to be protected fromdecay per R317.1 5.2.Waterproof membrane extending up wall a minimum of 6”above grade.3.Capillary break separating concrete from wood materials.If you go that route you will also need to have the structuralplan revised to show treated lumber as a specified materialand have them list the proper fasteners for treated wood asthe chemicals used to treat lumber can degrade typicalfasteners. Indicate how you will accomplish the air sealingrequirements of 2015 IECC table R402.4.1.1 usingnotes and details. Indicate the continuity of the airbarrier and where it is located throughout the building.Note locations that require caulking, sealing, taping, etc.Note which components are included in the air barriersuch as spray foam, gypsum, housewrap, and/orexterior insulation. You may have all of the above butyou need to pick one continuous barrier and stick to it. Itneeds to follow the thermal barrier. The better detail youprovide, the easier it will be for the contractor andinspector to be successful. This is a new 2015 coderequirement in lieu of a blower door test. I've attachedour standard air sealing detail sheets to this commentletter as an example of the type of detailing we'relooking for. If you are proposing to protect from decay byusing treated lumber, waterproofing a minimumof 6" above grade, and a capillary break youneed to also use treated sheathing within 6" ofgrade to fully protect the wall framing that isless than 6" above grade. ZIP panels (which iswhat I'm assuming you are referring to whenyour details call out insulated sheathing) arenot approved to be installed less than 6" abovegrade per the manufacturer, what you proposedoes not work. Comment unresolved. Revise details to complywith R404.1.6 by either raising the height of thefoundation walls, revising exterior grade, orcalling out treated sheathing for the first courseabove grade in addition to the other notes youadded. Structural should be updated to allow and/ornote the requirements for pressure treatedsheathing for the first course. Is the solar disconnect and meter shown on that elevation for future installation of solar? There is no mention of solar in the plans or on the REMP worksheet, please clarify. Subject: PlanCheck Page: 3 Author: justinh Color: File Name: 533 W Hallam - Building Comment2 - Response - C.pdf Please resend the revised structural plans you referenced, I could not find them in this resubmittal. Subject: PlanCheck Page: 4 Author: justinh Color: File Name: 533 W Hallam - Building Comment2 - Response - C.pdf This intake location is less than 10' from the property line and does not comply with IMC 401.4, revise to comply. Subject: PlanCheck Page: [3] 18032-M1(D-48)-M-600 Author: justinh Color: File Name: 533 W Hallam - Mechanical Comments Response - Drawings.pdf You need to update the mechanical plan and schedule to reflect the changes to your proposed snowmelt, this info needs to be shown consistently in all plans. 533 W Hallam - Mechanical Comments Response - Drawings.pdf (1) Subject: PlanCheck Page: 2 Author: justinh Color: File Name: Building Comment 1 - Architectural Response.pdf You are not showing any utility meters on the east elevation, which is where they should beper the main level floor plan. Comment unresolved. Subject: PlanCheck Page: 4 Author: justinhColor: File Name: Building Comment 1 - Architectural Response.pdf If you are proposing to protect from decay by using treatedlumber, waterproofing a minimum of 6" above grade, and a capillary break you need toalso use treated sheathing within 6" of grade to fully protect the wall framing that is less than 6" above grade. ZIP panels (which is what I'm assuming you are referring to when your details call out insulated sheathing) arenot approved to be installed less than 6" above grade per the manufacturer, what you proposedoes not work. Comment unresolved. Revisedetails to comply with R404.1.6 by either raising the height of the foundation walls, revisingexterior grade, or calling out treated sheathing for the first course above grade in addition to the other notes you added. Structural should be updated to allow and/or note therequirements for pressure treated sheathing for the first course. Subject: PlanCheckPage: 7 Author: justinh Color: File Name: Building Comment 1 - Mechanical Response.pdf Are you still planning on using an approved fabricator for shop welds as this response implies,or will you be using custom structural steel as an inspected fabricator for both shop and fieldwelds. Please clarify, I can accept either but any shop welds done by the inspected fabricator must still be inspected by your special inspector. Building Comment 1 - Mechanical Response.pdf (1) Subject: PlanCheckPage Label: A404Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Please dimension the height andopening size on your guard toshow compliance with IRC 312 Subject: PlanCheckPage Label: A404Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Please show utility meters onyour elevations. Subject: PlanCheckPage Label: A702Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Show a compliant handrail andguard on the lower level stairs. Subject: PlanCheckPage Label: A702Author: justinh Please add dimensions to showthat both the guard and open 0403 GUARDRAIL PER CODE LIGHTWELL Please dimension theheight and openingsize on your guard toshow compliance withIRC 312 04 DRYER VENTUARDRAIL PER CODE LIGHTWELL Please show utilitymeters on yourelevations. T.O. F.F. @ MAIN100' - 0" T.O. F.F. @ UPPER110' - 4 1/2" T.O. PLY @ MAIN99' - 9" T.O. PLY @ UPPER110' - 1 1/2"6' - 8"MIN. HEAD HEIGHT MIN. HEAD HEIGHT 10 3/4"7" T.O. PLY @ BASEMENT86' - 4"T.O. F.F. @ BASEMENT86' - 7"T.O. CONC. @ CRAWL SPACE79' - 6 3/8" 6' - 8"6' - 8" 3' - 0" 001FAMILY /FAMILY /FAMILY /FAMILY /GAMEGAMEGAMEGAME M01MECHANICALMECHANICALMECHANICALMECHANICALCRAWLSPACECRAWLSPACECRAWLSPACECRAWLSPACE 106LIVINGLIVINGLIVINGLIVINGSTAIRSTAIRSTAIRSTAIR MECHANICAL ACCESS HATCH 6' - 8"MIN. HEAD HEIGHT MIN. HEAD HEIGHT 11 3/4"7" 6' - 8" M01MECHANICALMECHANICALMECHANICALMECHANICALCRAWLSPACECRAWLSPACECRAWLSPACECRAWLSPACE STAIRSSTAIRSSTAIRSSTAIRSSTAIRSSTAIRSSTAIRSSTAIRS 004STO.STO.STO.STO.001FAMILY /FAMILY /FAMILY /FAMILY /GAMEGAMEGAMEGAMEANICAL S HATCH SCALE 1/4" = 1'-0"1STAIR SECTION - NORTHSOUTH Show a complianthandrail and guard onthe lower level stairs. ELEVCSTAIRSTAIRSTAIRSTAIR You are not showingany utility meters onthe east elevation,which is where theyshould be per themain level floor plan. Comment unresolved. Subject: PlanCheckPage Label: A812Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Revise all drawings(architecturals, structurals, civils)so grade is 6” or more below thetop of each foundation wall per2015 IRC R404.1.6 (clearlydimensioned in the architecturaldetails). Alternatively, the Citywill accept a lesser distance if allof the following are provided.Note this requirement at allapplicable wall sections anddetails:1.All wood materials within 6” ofgrade to be protected fromdecay per R317.1 5.2.Waterproof membraneextending up wall a minimum of6” above grade.3.Capillary break separatingconcrete from wood materials.If you go that route you will alsoneed to have the structural planrevised to show treated lumberas a specified material and havethem list the proper fasteners fortreated wood as the chemicalsused to treat lumber candegrade typical fasteners.Subject: PlanCheckPage Label: A815Author: justinhFile Name: Architectural Plans. 533 W HALLAM.pdfColor: Indicate how you will accomplishthe air sealing requirements of2015 IECC table R402.4.1.1using notes and details. Indicatethe continuity of the air barrierand where it is locatedthroughout the building. Notelocations that require caulking,sealing, taping, etc. Note whichcomponents are included in theair barrier such as spray foam,gypsum, housewrap, and/orexterior insulation. You mayhave all of the above but youneed to pick one continuousbarrier and stick to it. It needs tofollow the thermal barrier. Thebetter detail you provide, theeasier it will be for the contractorand inspector to be successful.This is a new 2015 coderequirement in lieu of a blowerdoor test. I've attached ourstandard air sealing detail sheetsto this comment letter as an W-1T.O. CONC. @ CRAWL SPACE79' - 6 3/8"F-1WATERPROOFINGHYDRODUCT COIL 600WRAP HYDRODUCT 220 PERMANUFACTURER'S RECOMMENDATIONS.PER STRUCT.PER STRUCT.T.O. CONC. @ BASEMENT83' - 2"F-1W-2SIMMECHANICAL VOID SPACEPER STRUCT.EXPANSION JOINTHYDRODUCT 220HYDRODUCT COIL 600PER STRUCT.REFERENCE SOIL RETENSION PLANS FOR SYSTEM TO USEAT.O. PLY @ MAIN99' - 9"B T.O.F.F. @ PATIO & GARAGE99' - 11"R-1R-4WOOD CLAD STEEL COLUMN.PAINT TO MATCH SIDING.KEEP WOOD 1" UP FROM FIN. GRADE1"COLUMN BASE PER STRUCTURALWATERPROOFING PER WJECONCRETE DECKING PER STRUCTURALMICROPILE WALL DEMO CAP AS NECESSARY. VERIFY LOCATIONS WITH ENGINEER.STEEL PER STRUCTURALPER STRUCTURAL T.O. F.F. @ MAIN100' - 0"AT.O. PLY @ MAIN99' - 9"BW-2EXISTING HISTORIC STUDS AND SIDING VIF LOCATION AND CONNECTION TO NEW STRUCTURAL FOOTING WITH ARCHITECT AND STRUCTURAL ENGINEER DURING DEMO PHASE. W-111/2" DENSGLASS BACKER OVER WATERPROOFING.CONCRETE SCRACTH COAT TO MATCH EXISTING CONDITION. VIF COLOR WITH ARCHITECT.PROPOSED GRADE TO MATCH RELATIONSHIP OF EXISTING GRADE TO HISTORIC HOUSE. REF CIVIL AND GRADING PLANRIGID INSULATION3"DRAINAGE MATCONTINUE SPRAY INSULATION UP TO THE BOTTOM OF SHEATHING (TYP) T.O. F.F. @ MAIN100' - 0"LKT.O. PLY @ MAIN99' - 9"METAL FLASHING CONTINUOUSUNDER WINDOW 1/2" DENSGLASS OVER ZIP PANELFOR PROTECTION.WATERPROOFING PER WJECONCRETE TOPPING SLOPED 1/4" PER FOOTCONTINUE SPRAY FOAM INSULUP TO UNDERSIDE OF SHEATHING(TYP)CONCRETE PER STRUCTURALW-3PER STRUCT.PER STRUCT.10T.O. PLY @ MAIN99' - 9"T.O.F.F. @ PATIO & GARAGE99' - 11"F-2 EXPANSION JOINTCONC FILL AS NECESSARY VIF WITH STRUCTURALALLEY GRAVELCONCRETE DRIVE UP FROM PROPERTY LINE TO GARAGE ENTRY. GARAGE DOORMICROPILE WALLPER STRUCT.STEEL PER STRUCTURALSTEEL DECKING AND GARAGE CONC PERSTRUCTURALLKT.O. PLY @ MAIN99' - 9"T.O.F.F. @ PATIO & GARAGE99' - 11"F-2W-1W-7METAL FLASHING CONTINUOUSUNDER DRAINAGE MAT AND OVER FOUNDATION INSULATIONMETAL FLASHING WITH DRIP EDGE COLOR TO MATCHSIDINGCONTINUOUS METALFOUNDATION FLASHING. POWEDER COAT TO MATCHMETAL PANNEL SYSTEM. SELF ADHERED FLASHINGTO OVERLAP ALL METAL FLASHINGPER STRUCT.PER STRUCT.STEEL PER STRUCTURAL T.O. F.F. @ MAIN100' - 0"CT.O. PLY @ MAIN99' - 9"T.O.F.F. @ PATIO & GARAGE99' - 11"R-1SELF ADHERED FLASHINGTO OVERLAP ALL METAL FLASHINGMETAL FLASHING CONTINUOUSUNDER DRAINAGE MAT AND OVER FOUNDATION INSULATIONMETAL FLASHING WITH DRIP EDGE COLOR TO MATCH SIDING. W-7WATERPROOFING PER WJE3" RIGID INSULATION1/2" DENSGLASSCONC PER STRUCTURALSTEEL PER STRUCTURALT.O. F.F. @ MAIN100' - 0"T.O. PLY @ MAIN99' - 9"W-7SIMW-1SELF ADHERED FLASHINGTO OVERLAP ALL METAL FLASHINGMETAL FLASHING CONTINUOUSUNDER DRAINAGE MAT AND OVER FOUNDATION INSULATIONMETAL FLASHING WITH DRIP EDGE COLOR TO MATCHSIDINGFLOOR FRAMING. REF STRUCT.CONTINUOUS METALFOUNDATION FLASHING. POWEDER COAT TO MATCHMETAL PANNEL SYSTEM. AT.O. F.F. @ UPPER110' - 4 1/2"T.O. PLY @ UPPER110' - 1 1/2"F-3W-7METAL FLASHING W/ DRIP EDGE,COLOR TO MATCH SIDINGWOOD FASCIA TO MATCH SIDINGCONTINUOUS SPRAY FOAM INSULATION STEEL BEAM, REF. STRUCT.SAW-CUT DRIP EDGEWOOD WRAPPED COLUMNSELF-ADHERED FLASHING TO OVERLAP METAL FLASHINGWEATHER RESISTANT BARRIER SCALE 1 1/2" = 1'-0"A8124DTL_Foundation @ Office WestSCALE 1 1/2" = 1'-0"A8126FOUNDATION WALL @ STAIR HALL SCALE 1 1/2" = 1'-0"A8127DTL_Foundation Wall @ Garage DoorSCALE 1 1/2" = 1'-0"A8128FOUNDATION WALL @ GARAGE SLAB - EASTSCALE 1 1/2" = 1'-0"A8129PATIO @ EXTERIOR WALLSCALE 1 1/2" = 1'-0"A81210TYPICAL FOUNDATION WALL @ WOOD JOIST SCALE 1 1/2" = 1'-0"A8125COLUMN @ MASTER BATHRevise all drawings (architecturals, structurals, civils) sograde is 6” or more below the top of each foundation wallper 2015 IRC R404.1.6 (clearly dimensioned in thearchitectural details). Alternatively, the City will accept alesser distance if all of the following are provided. Note thisrequirement at all applicable wall sections and details:1.All wood materials within 6” of grade to be protected fromdecay per R317.1 5.2.Waterproof membrane extending up wall a minimum of 6”above grade.3.Capillary break separating concrete from wood materials.If you go that route you will also need to have the structuralplan revised to show treated lumber as a specified materialand have them list the proper fasteners for treated wood asthe chemicals used to treat lumber can degrade typicalfasteners. Indicate how you will accomplish the air sealingrequirements of 2015 IECC table R402.4.1.1 usingnotes and details. Indicate the continuity of the airbarrier and where it is located throughout the building.Note locations that require caulking, sealing, taping, etc.Note which components are included in the air barriersuch as spray foam, gypsum, housewrap, and/orexterior insulation. You may have all of the above butyou need to pick one continuous barrier and stick to it. Itneeds to follow the thermal barrier. The better detail youprovide, the easier it will be for the contractor andinspector to be successful. This is a new 2015 coderequirement in lieu of a blower door test. I've attachedour standard air sealing detail sheets to this commentletter as an example of the type of detailing we'relooking for. If you are proposing to protect from decay byusing treated lumber, waterproofing a minimumof 6" above grade, and a capillary break youneed to also use treated sheathing within 6" ofgrade to fully protect the wall framing that isless than 6" above grade. ZIP panels (which iswhat I'm assuming you are referring to whenyour details call out insulated sheathing) arenot approved to be installed less than 6" abovegrade per the manufacturer, what you proposedoes not work. Comment unresolved. Revise details to complywith R404.1.6 by either raising the height of thefoundation walls, revising exterior grade, orcalling out treated sheathing for the first courseabove grade in addition to the other notes youadded. Structural should be updated to allow and/ornote the requirements for pressure treatedsheathing for the first course. Subject: PlanCheckPage Label: 8Author: justinhFile Name: Mechanical Plans. 533 W HALLAM.pdfColor: Snowmelt square footagesshown here and on thesnowmelt schedule do not matchwhat is shown on thearchitectural REMP sheet. Revise one or the other so thatthe snowmelt quantities andlocations are consistent. Youmay exempt 9 SF of snowmeltfor each window well (minimumsize required for an emergencyescape egress well) but youmust include any additionalsquare footage for each windowwell in your REMP calculation. Subject: PlanCheckPage Label: 1Author: justinhFile Name: RREMP Documents.533 W Hallam.pdfColor: Please fill out the contact infoportion of this form. If the siteplan/REMP plan are revised perdiscussions with HPC andbuilding regarding the light wellguards, please be sure to updatethe square footages on thissheet accordingly. RREMP Documents.533 W Hallam.pdf (1) Subject: PlanCheckPage Label: 3Author: justinhFile Name: Special Inspection Agreement.533 W Hallam.pdfColor: You need an approvedfabricator's signature for theshop welds shown in thestructural plans. Pleaseresubmit the agreement. Youmay resubmit responses withoutthis if you have yet to decide onyour welder/steel fabricator butbuilding will not be able to signoff on your permit until thisagreement has been fullyexecuted. Special Inspection Agreement.533 W Hallam.pdf (1) Subject: PlanCheckPage Label: 1Author: justinhFile Name: Structural Plans. 533 W HALLAM.pdfColor: Our wind speed design criteria is89 MPH, please revise. Structural Plans. 533 W HALLAM.pdf (3) STTT TTT 2 2 5 5 6 6 7 7 8 8 9 9 10 10 LLKKJJFFGGDDCCAA3 3 4 4 EEHH 1 1 BB 5BRZ30 SQFT 7ARZ435 SQFT7BRZ125 SQFT 6BRZ35 SQFT6ARZ1050 SQFT5ARZ495 SQFT8RM 9RM 7RMGARAGE103MUD ROOM102ENTRY101LIVING106STAIR73STAIRS49PDR105KITCHEN107CASUAL DINING109ENTRY HALL110ENTRY111DINING113OFFICE114 BIKES1041/2"ø HWS1/2"ø HWR3/4"ø HWR UP3/4"ø HWS UP3/4"ø HWS1"ø HWR3/4"ø HWS3/4"ø HWR1"ø HWS DN1"ø HWR DN 1SZ635 SQFT2SZ235 SQFT 3SZ185 SQFT5SZ10 SQFT 4SZ30 SQFT3SM 2 31 45TO FC-4 &RZ-6A TO FC-5,MD-5B &RZ-7ATO FC-5,MD-5A &RZ-7B TO RZ-5BTO RZ-5ATO RZ-6B www.aec-vail.com ofDrawn By:Checked By:AEC PROJECT #:COPYRIGHT 2018 ARCHITECTURAL ENGINEERING CONSULTANTS, INC.c caePO Box 8489, 40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620Mechanical, Electrical & Lighting Design ServicesArchitectural Engineering ConsultantsTelephone: 970-748-8520 Fax: 970-748-8521An Office with LEED™ Accredited Professionals DATE: ISSUE:SCALE 1/4" = 1'-0"18032.00DUNCAN SKI HAUS533 WEST HALLAMASPEN, COLORADO, 81611 M-122FIRST FLOORMECHANICALPIPING1014BLUTOC11/23/18PERMIT/PRICING1/4" = 1'-0"1MECHANICAL PIPING - 1ST FLOOR SHEET NOTES:1 CONNECT 1/2" SMS/R TO SM-3.2 CONNECT 1/2" HWS/R TO RM-9.3 CONNECT 3/4" HWS/R TO RM-8.4 CONNECT 3/4" HWS/R TO RM-7.5 INSTALL SNOW & ICE SENSOR IN THE SNOWMELT ZONE AS SHOWN.COORDINATE EXACT LOCATION WITH G.C. ENSURE THE SENSOR ISEQUIDISTANT BETWEEN TUBING & NOT UNDER OVERHANGS OR INWIND EDDIES.6 SEE ARCH SITE PLAN FOR CONTINUATION1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER.2. ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY.3. VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C. CONTACT ENGINEER IF MANIFOLDS MOVE MORE THAN 10' FROM LOCATIONS SHOWN ON PLANS.4. LOCATION OF ALL THERMOSTATS AND FLOOR SENSORS ARE APPROXIMATE, COORDINATE EXACT LOCATIONS WITH THE ARCHITECT. LOCATE FLOOR SENSORS EQUIDISTANT BETWEEN RADIANT LOOPS, AND DO NOT LOCATE WHERE THEY MAY LIKELY BE COVERED BY FUTURE RUGS OR FURNITURE.5. ALL PIPING SIZED FOR TYPE L COPPER. CONTACT ENGINEER FOR ANY CHANGE TO PEX FOR NECESSARY PIPE SIZING AND/OR PUMP CHANGES.6. INSULATE ALL PIPE LEADERS PASSING THROUGH ADJACENT ZONES.GENERAL NOTES: Snowmelt square footages shown here andon the snowmelt schedule do not matchwhat is shown on the architectural REMPsheet. Revise one or the other so that thesnowmelt quantities and locations areconsistent. You may exempt 9 SF ofsnowmelt for each window well (minimumsize required for an emergency escapeegress well) but you must include anyadditional square footage for each windowwell in your REMP calculation. PROJECT ADDRESS:Parcel ID #: Permit Number: CONTACT INFORMATION :Owner:Name:City:Address:State:Email:Zip Code:Phone: Cell Phone:Owner's Representative :Name:City:AspenAddress:State:ColoradoEmail:Zip Code:81611Phone: Cell Phone:`A.RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAMSheets showing snowmelt, pool, spa, and solar/GSHP information: Do you have snowmelt or a spa that has been exempted by the buiding official?Hydro SnowmeltElectric SnowmeltPoolSpaExisting0.00 sqft0.00 sqft0.00 sqft0.00 sqftTo be Demoed0.00 sqft0.00 sqft0.00 sqft0.00 sqftExisting to Remain0.00 sqft0.00 sqft0.00 sqft0.00 sqftNew (non-exempt)1128.63 sqft0.00 sqft0.00 sqft0.00 sqftNew (exempt)0.00 sqft0.00 sqft 0.00 sqftTotal New1128.63 sqft0.00 sqft0.00 sqft0.00 sqftTotal on site1128.63 sqft0.00 sqft0.00 sqft0.00 sqftTotal Snowmelt on siteBoiler Efficiency95.0%100%95.0%95.0%Mitigation Payment -$ -$ Total Payment for Mitigation:40,393.07$ B.ON-SITE RENEWABLE CREDITSSupplemental SystemREMP CreditUse PV WorksheetPhotovoltaic System -$ Use Thermal WorksheetHot Water Panels -$ 2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAMCity of Aspen Version 11.3 UpdAted deCember 13, 2017533 West Hallam Aspen CO 81611 Wlewis@BillPoss.comWilliam Lewis 1128.63 sqft 605 East Main Street G007(970) 925-4755 $40,393.07 Yes (enter sqft below on the exempt row)NoPlease fill out the contact infoportion of this form. If the siteplan/REMP plan are revised perdiscussions with HPC andbuilding regarding the light wellguards, please be sure toupdate the square footages onthis sheet accordingly. You need an approved fabricator'ssignature for the shop weldsshown in the structural plans. Please resubmit the agreement. You may resubmit responseswithout this if you have yet todecide on your welder/steelfabricator but building will not beable to sign off on your permit untilthis agreement has been fullyexecuted. Wind LoadingBasic Wind SpeedVult= 115 MPH Vasd= 90 MPHExposure Category BGCpi0.18Wind Base Shear - Ultimate 21.9 K Wind Design Pressure Components & Cladding - Ultimate50ft2East/WestNorth/South Local Jurisdiction: City of AspenBuilding Code: 2015 International Building Code -34.4 PSFInterior Roof Zone (Zone 1)-47.0 PSFRoof End Zone (Zone 2) STRUCTURAL DESIGN CRITERIARisk Category: II 20ft2-42.3 PSF-54.1 PSF100ft2-28.4 PSF-41.7 PSF (Note 1) 19.8 K SURANCEactor is responsible for quality assurance, including ship and materials furnished by subcontractors and suppliers. n or testing by the Owner does not relieve the Contractor of his ility to perform the work in accordance with the Contract ts. nship: The Contractor is responsible and shall bear the cost of g work which does not conform to the specified requirements. eficient work by means acceptable to the Architect. The cost of k incurred by the Architect to approve corrective work shall be the Contractor.NTROLer's Testing Agency shall perform testing and special inspections by the structural documents, building code and the local The Testing Agency shall comply with ASTM E329 and upon on of work, the Testing Agency shall furnish a certificate of ce, signed by the professional engineer overseeing special ABBRE AB anchor ADDNL addition AFF above f ALT alternat ARCH architec BLDG buildingBM beamBOT, B/, BOx bottom BRG bearingBS both si BTWN betweenCIP cast-in CJ constru CJP complet CLR clearCMU concret COL column Our wind speeddesign criteria is 89MPH, please revise. Are you still planning on using an approved fabricatorfor shop welds as this response implies, or will you beusing custom structural steel as an inspectedfabricator for both shop and field welds. Pleaseclarify, I can accept either but any shop welds done bythe inspected fabricator must still be inspected byyour special inspector. Please resend the revised structural plans you referenced, I could not find them in this resubmittal. for the pervious snowmelt that still obtains a weighted average of R10. Subject: PlanCheck Page: 1 Author: justinh Color: File Name: Mechanical - 2015 IECC REMP Calcuations - Response.pdf Sign the REMP worksheet. Mechanical - 2015 IECC REMP Calcuations - Response.pdf (1) Subject: PlanCheck Page: M-111A LOWER LEVEL HVAC FLOOR PLAN Author: justinh Color: File Name: Mechanical - Comment Response Drawing.pdf Where is your outdoor air intake located? I'm realizing I was not looking at the correct item previously and I just want to clarify the issue so that I can verify it meets the requirements for intake location. Mechanical - Comment Response Drawing.pdf (1) Hydro Snowmelt Electric Snowmelt Pool SpaExisting0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftTo be Demoed 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftExisting to Remain 0.00 sqft 0.00 sqft 0.00 sqft 0.00 sqftNew (non-exempt)1056.06 sqft 0.00 sqft 0.00 sqft 0.00 sqftNew (exempt)36.00 sqft 0.00 sqft 0.00 sqftTotal New 1092.06 sqft 0.00 sqft 0.00 sqft 0.00 sqftTotal on site 1092.06 sqft 0.00 sqft 0.00 sqft 0.00 sqftTotal Snowmelt on siteBoiler Efficiency 95.0%100%95.0% 95.0%Mitigation Payment -$ -$ Total Payment for Mitigation:37,795.83$ B.ON-SITE RENEWABLE CREDITS Supplemental System REMP CreditUse PV WorksheetPhotovoltaic System -$ Use Thermal WorksheetHot Water Panels -$ Use GSHP CertGround Source Heat Pump -$ Other Approved System -$ Total Mitigation Credits:-$ Onsite Renewable Offsets: How many KiloWatts of PV (solar electric) would I need? 5.51or How many square feet of SHW (solar hot water) would I need? 168.24 R-REMP Payment:37,795.83$ Amount Previously Paid on This Permit:37,795.83$ Refund (includes minus $750): -$ C. PREPARED BY:Date: 9/9/2019Print Name: Signature: Phone & EMail: REVIEWED:Date: 970 748 8520 TOTAL R-REMP PAYMENT: 1092.06 sqft Bryan Urban $37,795.83 Sign the REMPworksheet. 89 Where is your outdoor air intakelocated? I'm realizing I was not looking at the correct item previously and I just want to clarify the issue so that I canverify it meets the requirements for intake location. This intake location is less than 10' from the property line and does not comply with IMC 401.4, revise to comply. 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 Ar c 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 AN S K I H A U S ES T H A L L A M CO L O R A D O 8 1 6 1 1 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 You need to update the mechanical plan and schedule to reflect the changes to your proposed snowmelt, this info needs to be shown consistently in all plans.