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Home My WebLink AboutFile Documents.533 W Hallam St.0285.2018 (85).ARBK0285-2018-ARBK_BuildingComment1 Subject: PlanCheck Page Label: A101 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: I believe the site plan was supposed to be revised so that guards were not required around the window wells set into walking surfaces as is shown here. Please revise, building will have to require guards around any light wells or emergency escape egress wells that are surrounded by a walking surface. If the patio layout is changed please be sure to also update the REMP plan, etc. as applicable. Architectural Plans. 533 W HALLAM.pdf (22) Subject: PlanCheck Page Label: A101 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Identify patio materials, there is a detail for permeable pavers and the site plan should clearly show where this is proposed. Subject: PlanCheck Page Label: A203 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Show all electrical panel locations on your architectural floor plans. Subject: PlanCheck Page Label: A205 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Show your radon mitigation system termination pipe on the roof plan along with any other venting that is not currently shown. Subject: PlanCheck Page Label: A205 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Show compliant secondary roof drainage per IRC 903.4.1, either scuppers or secondary drains. If secondary drains are used they must discharge to a different location than the primary drains where they will be observed by the building occupant per IPC 1108.2. 7914 7913 7915 14 14 14 13 14 13 15 10' SETBACK PROPERTY LINE N14°50'49"E 100.00' 10' S E T B A C K 5TH STREET HAL L A M S T R E E T GR A V E L A L L E Y 60' - 0 " 60' - 0 " 100' - 0" 100' - 0" AA 1 1 LIGHT WELL LIGHT WELL LIGHT WELL LIGHT WELL BELOWBELOWBELOWBELOW LIGHT WELL LIGHT WELL LIGHT WELL LIGHT WELL BELOWBELOWBELOWBELOW LIGHT WELL LIGHT WELL LIGHT WELL LIGHT WELL BELOWBELOWBELOWBELOW LIGHT WELL LIGHT WELL LIGHT WELL LIGHT WELL BELOWBELOWBELOWBELOW 8' - 6" + V.I.F. V.I. F . SETBACK 10' - 0" V.I.F. SETBACK 5' - 0" PROPOSED 36" FENCE 5' SETBACK 6' PRIVACY FENCE 3' WIDE GATE SETBACK 10' - 0" PRO P E R T Y L I N E S 7 5 ° 0 9 ' 1 1 " E 6 0 . 0 0 ' 12' - 2 1/4" 11' - 11 1/2" PROPERTY LINE PR O P E R T Y L I N E DRIP LINE OF COTTONWOOD ESTABLISHED BY PARKS DEPT.VIA PHONE ON 9.12.2018 LINE OF NO FOUNDATION / DIGGING ESTABLISHED BY PARKS IN PERSON MEETING ON 06.19.2018 COTTONWOOD TREE LOCATED ON THE SURVEY 1' - 6" 1. BUILDING ELEVATION 100' - 0" = USGS ELEVATION 7915.7' 2. REFER TO CIVIL DRAWINGS FOR FINAL GRADING. 3. REFER TO CIVIL AND LANDSCAPE PLANS FOR ALL SITE RELATED WORK AND VEGETATION. ARCHITECTURAL SITE PLAN NOTESARCHITECTURAL SITE PLAN NOTESARCHITECTURAL SITE PLAN NOTESARCHITECTURAL SITE PLAN NOTES NOR Consultant ARCHITECTUREARCHITECTUREARCHITECTUREARCHITECTURE (((( TTTT )))) 9999 7777 0000 //// 9999 2222 5555 4444 7777 5555 5555 6666 0000 5555 EEEE AAAA SSSS TTTT MMMM AAAA IIII NNNN SSSS TTTT RRRR EEEE EEEE TTTT AAAA SHEET TITLE BILL POSS AND ASSO ARCHITECTURE AND THE INFORMATION AND DESIGN INTENT CON PROPERTY OF BILL POSS AND ASSOCIATES, OF THIS INFORMATION MAY BE USED WITHO POSS AND ASSOCIATES, ARCHITECTURE AN ARCHITECTURE AND PLANNING, P.C. SHALL OTHER RESERVED RIGHTS, INCLUDINGCOP c 2018 PROJECT NO: Issue: 11/ 2 8 / 2 0 1 8 9 : 4 9 : 4 3 A M DDDDUUUUNNNNCCCCAAAANNNN RRRREEEESSSSIIIIDDDD 533 W HALLAM ST AS A101A101A101A101 AAAARRRRCCCCHHHHIIIITTTTEEEECCCCTTTTUUUURRRRAAAA 21708.00 SCALE 1/4" = 1'-0"1 ARCHITECTURAL SITE PLAN 1 11.27.2018 I believe the site plan wassupposed to be revised so thatguards were not required aroundthe window wells set into walkingsurfaces as is shown here. Please revise, building will have torequire guards around any lightwells or emergency escapeegress wells that are surroundedby a walking surface. If the patio layout is changed please be sureto also update the REMP plan,etc. as applicable. 1 4 10' SETBACK N14°50'49"E 100.00' 100' - 0" LIGHT WELL LIGHT WELL LIGHT WELL LIGHT WELL BELOWBELOWBELOWBELOW V. I . F . SETBACK 10' - 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 for permeable pavers and the site plan should clearly show where this is proposed. A PR O P E R T Y L I N B 4' - 6 " 6" 12 ' - 2 3 / 8 " Show all electrical panel locations on your architectural floor plans. NE OF OW Show your radon mitigation system termination pipe on the roof plan along with any other venting that is not currently shown. Show compliant secondary roof drainage per IRC 903.4.1, either scuppers or secondary drains. If secondary drains are used they must discharge to a different location than the primary drains where they will be observed by the building occupant per IPC 1108.2. Subject: PlanCheck Page Label: A404 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Please dimension the height and opening size on your guard to show compliance with IRC 312 Subject: PlanCheck Page Label: A404 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Please show utility meters on your elevations. Subject: PlanCheck Page Label: A702 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Show a compliant handrail and guard on the lower level stairs. Subject: PlanCheck Page Label: A702 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Please add dimensions to show that both the guard and open risers meet the opening limitation requirements of IRC 312.1.3. Subject: PlanCheck Page Label: A804 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Please verify that HPC will allow you to spray foam the existing wall cavities of the historic building. How are you proposing to waterproof behind the existing historic siding as this detail shows? 04 03 GUARDRAIL PER CODE LIGHTWELL Please dimension the height and opening size on your guard to show compliance with IRC 312 04 DRYER VENT UARDRAIL PER CODE LIGHTWELL Please show utility meters on your elevations. T.O. F.F. @ MAIN 100' - 0" T.O. F.F. @ UPPER 110' - 4 1/2" T.O. PLY @ MAIN 99' - 9" T.O. PLY @ UPPER 110' - 1 1/2" 6' - 8"MIN. HEAD HEIG H T MIN. HEA D H EIGHT 10 3/4" 7" T.O. PLY @ BASEMENT 86' - 4" T.O. F.F. @ BASEMENT86' - 7" T.O. CONC. @ CRAWL SPACE 79' - 6 3/8" 6' - 8" 6' - 8" 3' - 0" 001 FAMILY /FAMILY /FAMILY /FAMILY / GAMEGAMEGAMEGAME M01 MECHANICALMECHANICALMECHANICALMECHANICAL CRAWLSPACECRAWLSPACECRAWLSPACECRAWLSPACE 106 LIVINGLIVINGLIVINGLIVING STAIRSTAIRSTAIRSTAIR MECHANICAL ACCESS HATCH 6' - 8" MIN. HEAD HEIGHT MIN. HEAD HEIGHT 11 3/4" 7" 6' - 8" M01 MECHANICALMECHANICALMECHANICALMECHANICAL CRAWLSPACECRAWLSPACECRAWLSPACECRAWLSPACE STAIRSSTAIRSSTAIRSSTAIRS STAIRSSTAIRSSTAIRSSTAIRS 004 STO.STO.STO.STO.001 FAMILY /FAMILY /FAMILY /FAMILY / GAMEGAMEGAMEGAME ANICAL S HATCH SCALE 1/4" = 1'-0"1 STAIR SECTION - NORTHSOUTH Show a compliant handrail and guard on the lower level stairs. T.O. F.F. @ MAIN 100' - 0" T.O. F.F. @ UPPER 110' - 4 1/2" T.O. PLY @ MAIN 99' - 9" T.O. PLY @ UPPER 110' - 1 1/2" 6' - 8"M IN. HEAD H EIGH T MIN. H E A D H EIGHT 10 3/4" 7" 006 A 004 A ELEV B ELEVC T.O. PLY @ BASEMENT 86' - 4" T.O. F.F. @ BASEMENT 86' - 7" 6' - 8" 6' - 8" 3' - 0" 004 STO.STO.STO.STO. 005 LAUNDRYLAUNDRYLAUNDRYLAUNDRY 001 FAMILY /FAMILY /FAMILY /FAMILY / GAMEGAMEGAMEGAME 106 LIVINGLIVINGLIVINGLIVING STAIRSTAIRSTAIRSTAIR STAIRSSTAIRSSTAIRSSTAIRS MECHANICAL ACCESS HATCH Please add dimensions to show that both the guard and open risers meet the opening limitation requirements of IRC 312.1.3. INTERIORINTERIORINTERIORINTERIOR PER P PANEL MODULE 1/2" PANEL MODULE PER P 5/8"3/4" 1/4"3/4" 1 1/2"EXTERIOREXTERIOREXTERIOREXTERIORPER PLAN5/8" INTERIOR FINISH REF. FINISH SHCHED. WATERPROOFING SPRAYED FOAM INSULATION (R-20 MIN.) EXISTING WOOD FRAMING REF. STRUCT. DWGS. 5/8" GYPSUM WALL BOARD EXISTING WOOD SIDING INTERIORINTERIORINTERIORINTERIOR EXTERIOREXTERIOREXTERIOREXTERIOR 4"3/4"1/2"5/8" 3/4" PLYWOOD SHEATHING SCALE 3 W-8 METAL SCALE 3 W-9 WOOD C SCALE 3" = 1'-0"W-11 EXISTING HISTORIC WOOD SIDING SCALE 3" = 1'-0"W-12 NEW HISTORIC WOOD SIDING Please verify that HPC will allow you to spray foam the existing wall cavities of the historic building. How are you proposing to waterproof behind the existing historic siding as this detail shows? Subject: PlanCheck Page Label: A804 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: All basement/foundation wall details should be showing waterproofing, please revise. Subject: PlanCheck Page Label: A805 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: This wall assembly is not required to be fire rated, we measure fire separation distance to the center of the alley on the south side of the building. Please revise. Subject: PlanCheck Page Label: A806 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: I believe you may have a layering issue here, the detail is not actually shown. Please revise. Subject: PlanCheck Page Label: A808 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Provide documentation of class A assembly for these assemblies similar to what you provided for both the flat membrane roof and sloped shingle roof. Subject: PlanCheck Page Label: A808 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Provide a detail showing your proposed hole pattern in the rigid insulation that will achieve a R10 weighted average while still meeting engineering's 30% open requirement to be permeable (this detail only shows 20%, but I believe engineering requires 30%). Attached is our pervious snowmelt calculator that can help to find the pattern that best suits your situation. EXTERIOR R-15/19 HYDRODUCT COIL 600 5/8" TYPE X GWB 2X FURRING RUCTURAL 1/2"3" 1/2" FURRING GAP UNDATION WALL WEST All basement/foundation wall details should be showing waterproofing, please revise. . PAINTED WOOD G IOR FINISH INISH SHCHED. HER RESISTIVE ER AGE MAT YED FOAM INSULATION MIN.) FRAMING STRUCT. DWGS. YPSUM WALL BOARD ATED SHEATHING L (R-5 MIN.) R WALL SHEATHING STRUCT. DWGS. INTERIOR FINISH REF. FINISH SHCHED. WEATHER RESISTIVE BARRIER DRAINAGE MAT SPRAYED FOAM INSULATION (R-20 MIN.) WOOD FRAMING REF. STRUCT. DWGS. 5/8" GWB TYPE X INSULATED SHEATHING PANEL (R-5 MIN.) HORIZ. CHANNEL LAP WOOD SIDING 3/4" 1/4" 2 1/8" INTERIORINTERIORINTERIORINTERIOR EXTERIOREXTERIOREXTERIOREXTERIOR PER PLAN5/8" 8 5/8" 3/4" 1/2" 9 7/8" 1" SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDINGCOPYRIGHT THERETO. c 2018 PROJECT NO: SCALE: 3" = 1'-0" 533 W HALLAM ST ASPEN, CO 81611 A805A805A805A805 ASSEMBLIES ASSEMBLIES ASSEMBLIES ASSEMBLIES ---- EEEEXXXXTTTTEEEERRRRIIIIOOOORRRR WALLWALLWALLWALL 21708.00 WALL SCALE 3" = 1'-0"W-13 WOOD CHANNEL LAP SIDING - 1HR RATED This wall assembly is not required to be fire rated, we measure fire separation distance to the center of the alley on the south side of the building. Please revise. ON THINSET MORTAR CEMENTITIOUS KERBOARD W/ FLUID LIED WATERPROOFING ND-ATTENUATION T INSULATION GWB FRAMING, STRUCT. 6 WD. FRAMING SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDINGCOPYRIGHT THERETO. c 2018 PROJECT NO: SCALE: 3" = 1'-0" 533 W HALLAM ST ASPEN, CO 81611 A806A806A806A806 ASSEMBLIES ASSEMBLIES ASSEMBLIES ASSEMBLIES ---- IIIINNNNTTTTEEEERRRRIIIIOOOORRRR WALLWALLWALLWALL 21708.00 EXISTING INTERIOR WALL SCALE 3" = 1'-0"WI-2 INTERIOR WALL @ GWB/GWB SCALE 3" = 1'-0"WI-1 INTERIOR WALL @ EXISTING WALL I believe you may have a layering issue here, the detail is not actually shown. Please revise. PER STRUCT. 5/8" SHEATHING, REF. STRUCTURAL SPRAY FOAM INSULATION R-49 MIN. TJI RAFTER, REF. STRUCTURAL 5/8" GYPSUM WALL BOARD, REF. INTERIOR FINISH SCHED. R-49 MIN. SELF ADHERED WATERPROOF MEMBRANE MINERAL SURFACED CAP SHEET, CLASS A EXPOSURE 5" CEDAR BREATHER, CLASS A CLASS A ROOF ASSEMBLY 20% PERMEABLE RATIO CAN BE ACHIEVED AT 4" 3" THICK PAVERS COMPACTED SAND RADIANT TUBING FILTER FABRIC -HYDRODRAIN AL 3" RIGID INSULATION R-15 MIN. DRAINAGE MAT - HYDRODRAIN 990 CONCRETE, REF. STRUCTURAL SPRAY FOAM INSULATION R-35 MIN. STEEL, REF. STRUCTURAL 5/8" GYPSUM CEILING, REF. INTERIOR FINISH SCHED. WATERPROOF MEMBRANE - MM6125 EV 3" 2"1/4 " 3" 1/2 " 4" PE R S T R U C T . R-49 MIN. COMPACTED SAND FILTER FABRIC -HYDRODRAIN AL 3" RIGID INSULATIONR-15 MIN. DRAINAGE MAT - HYDRODRAIN 990 CONCRETE, REF. STRUCTURAL SPRAY FOAM INSULATIONR-35 MIN. STEEL, REF. STRUCTURAL 5/8" GYPSUM CEILING,REF. INTERIOR FINISH SCHED. WATERPROOF MEMBRANE - MM6125 EV VA R I E S 2"1/4 " 3" 1/2 " PE R S T R U C T . SOD R-49 MIN. SHEET TITLE BILL POSS AND ASSOCIATES,ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUME PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLAN OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PE POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POS ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW OTHER RESERVED RIGHTS, INCLUDINGCOPYRIGHT THERETO. c 2018 PROJECT NO: SCALE: 1 1/2" = 1'-0" DDDDUUUUNNNNCCCCAAAANNNN RRRREEEESSSSIIIIDDDDEEEENNNNCCCCEEEE 533 W HALLAM ST ASPEN, CO 8161 A808A808A808A808 ASSEMBLIES ASSEMBLIES ASSEMBLIES ASSEMBLIES ---- RRRROOOOOOOOFFFF 21708.00 SCALE 1 1/2" = 1'-0"R-2 CEDAR SHINGLE ROOF 12:12 SCALE 1 1/2" = 1'-0"R-1 PERMEABLE PAVERS @ PATIO GREEN ROOF SCALE 1 1/2" = 1'-0"R-4 SOD @ GREEN ROOF Provide documentation of class A assembly for these assemblies similar to what you provided for both the flatmembrane roof and sloped shingle roof. P ER STR 5/8" SHEATHING, REF. STRUCTURAL SPRAY FOAM INSULATION R-49 MIN. TJI RAFTER, REF. STRUCTURAL 5/8" GYPSUM WALL BOARD, REF. INTERIOR FINISH SCHED. R-49 MIN. SELF ADHERED WATERPROOF MEMBRANE MINERAL SURFACED CAP SHEET, CLASS A CLASS A ROOF ASSEMBLY 20% PERMEABLE RATIO CAN BE ACHIEVED AT 4" 3" THICK PAVERS COMPACTED SAND RADIANT TUBING FILTER FABRIC - HYDRODRAIN AL 3" RIGID INSULATION R-15 MIN. DRAINAGE MAT -HYDRODRAIN 990 CONCRETE, REF. STRUCTURAL SPRAY FOAM INSULATION R-35 MIN. STEEL, REF. STRUCTURAL 5/8" GYPSUM CEILING,REF. INTERIOR FINISH SCHED. WATERPROOF MEMBRANE - MM6125 EV 3" 2"1/ 4 " 3" 1/2 " 4" PE R S T R U C T . R-49 MIN. COMPACTED SAND FILTER FABRIC - HYDRODRAIN AL 3" RIGID INSULATION R-15 MIN. DRAINAGE MAT - HYDRODRAIN 990 CONCRETE, REF. STRUCTURAL SPRAY FOAM INSULATION R-35 MIN. STEEL, REF. STRUCTURAL 5/8" GYPSUM CEILING, REF. INTERIOR FINISH SCHED. WATERPROOF MEMBRANE - MM6125 EV VA R I E S 2"1/4 " 3" 1/2 " PE R S T R U C T . SOD R-49 MIN. SHEET TITLE BILL POSS AND ASSOCIATES,ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C.NO PAR OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BIL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATE ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDINGCOPYRIGHT THERETO. c 2018 PROJECT NO: SCALE: 1 1/2" = 1'-0" DDDDUUUUNNNNCCCCAAAANNNN RRRREEEESSSSIIIIDDDDEEEENNNNCCCCEEEE 533 W HALLAM ST ASPEN, CO 81611 A808A808A808A808 ASSEMBLIES ASSEMBLIES ASSEMBLIES ASSEMBLIES ---- RRRROOOOOOOOFFFF 21708.00 SCALE 1 1/2" = 1'-0"R-2 CEDAR SHINGLE ROOF 12:12 SCALE 1 1/2" = 1'-0"R-1 PERMEABLE PAVERS @ PATIO GREEN ROOF SCALE 1 1/2" = 1'-0"R-4 SOD @ GREEN ROOF Provide a detail showing your proposed hole pattern in the rigid insulation that will achieve a R10 weighted average while still meeting engineering's 30% open requirement to be permeable (this detail only shows 20%, but I believe engineering requires 30%). Attached is our pervious snowmelt calculator that can help to find the pattern that best suits your situation. Subject: PlanCheck Page Label: A812 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Revise all drawings (architecturals, structurals, civils) so grade is 6” or more below the top of each foundation wall per 2015 IRC R404.1.6 (clearly dimensioned in the architectural details). Alternatively, the City will accept a lesser distance if all of the following are provided. Note this requirement at all applicable wall sections and details: 1.All wood materials within 6” of grade to be protected from decay 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 structural plan revised to show treated lumber as a specified material and have them list the proper fasteners for treated wood as the chemicals used to treat lumber can degrade typical fasteners. Subject: PlanCheck Page Label: A815 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Indicate how you will accomplish the air sealing requirements of 2015 IECC table R402.4.1.1 using notes and details. Indicate the continuity of the air barrier and where it is located throughout the building. Note locations that require caulking, sealing, taping, etc. Note which components are included in the air barrier such as spray foam, gypsum, housewrap, and/or exterior insulation. You may have all of the above but you need to pick one continuous barrier and stick to it. It needs to follow the thermal barrier. The better detail you provide, the easier it will be for the contractor and inspector to be successful. This is a new 2015 code requirement in lieu of a blower door test. I've attached our standard air sealing detail sheets to this comment letter as an example of the type of detailing we're looking for. W-1 T.O. CONC. @ CRAWL SPACE79' - 6 3/8" F-1 WATERPROOFING HYDRODUCT COIL 600 WRAP HYDRODUCT 220 PERMANUFACTURER'S RECOMMENDATIONS. PER STRUCT. PER STRUCT. T.O. CONC. @ BASEMENT83' - 2" F-1 W-2 SIM MECHANICAL VOID SPACE PER STRUCT. EXPANSION JOINT HYDRODUCT 220 HYDRODUCT COIL 600 PER STRUCT. REFERENCE SOIL RETENSION PLANS FOR SYSTEM TO USE A T.O. PLY @ MAIN99' - 9" B T.O.F.F. @ PATIO & GARAGE99' - 11" R-1 R-4 WOOD CLAD STEEL COLUMN.PAINT TO MATCH SIDING. KEEP WOOD 1" UP FROM FIN. GRADE 1" COLUMN BASE PER STRUCTURAL WATERPROOFING PER WJE CONCRETE DECKING PER STRUCTURAL MICROPILE WALL DEMO CAP AS NECESSARY. VERIFY LOCATIONS WITH ENGINEER. STEEL PER STRUCTURAL PER STRUCTURAL T.O. F.F. @ MAIN100' - 0" A T.O. PLY @ MAIN99' - 9" B W-2 EXISTING HISTORIC STUDS AND SIDING VIF LOCATION AND CONNECTION TO NEW STRUCTURAL FOOTING WITH ARCHITECT AND STRUCTURAL ENGINEER DURING DEMO PHASE. W-11 1/2" 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 PLAN RIGID INSULATION 3" DRAINAGE MAT CONTINUE SPRAY INSULATION UP TO THE BOTTOM OF SHEATHING (TYP) T.O. F.F. @ MAIN100' - 0" LK T.O. PLY @ MAIN99' - 9" METAL FLASHING CONTINUOUSUNDER WINDOW 1/2" DENSGLASS OVER ZIP PANELFOR PROTECTION. WATERPROOFING PER WJE CONCRETE TOPPING SLOPED 1/4" PER FOOT CONTINUE SPRAY FOAM INSULUP TO UNDERSIDE OF SHEATHING(TYP) CONCRETE PER STRUCTURAL W-3 PER STRUCT. PER STRUCT. 10 T.O. PLY @ MAIN99' - 9" T.O.F.F. @ PATIO & GARAGE99' - 11" F-2 EXPANSION JOINT CONC FILL AS NECESSARY VIF WITH STRUCTURAL ALLEY GRAVEL CONCRETE DRIVE UP FROM PROPERTY LINE TO GARAGE ENTRY. GARAGE DOOR MICROPILE WALL PER STRUCT. STEEL PER STRUCTURAL STEEL DECKING AND GARAGE CONC PERSTRUCTURAL LK T.O. PLY @ MAIN99' - 9" T.O.F.F. @ PATIO & GARAGE99' - 11" F-2 W-1 W-7 METAL FLASHING CONTINUOUSUNDER DRAINAGE MAT AND OVER FOUNDATION INSULATION METAL FLASHING WITH DRIP EDGE COLOR TO MATCHSIDING CONTINUOUS METALFOUNDATION FLASHING. POWEDER COAT TO MATCHMETAL PANNEL SYSTEM. SELF ADHERED FLASHINGTO OVERLAP ALL METAL FLASHING PER STRUCT. PER STRUCT. STEEL PER STRUCTURAL T.O. F.F. @ MAIN100' - 0" C T.O. PLY @ MAIN99' - 9" T.O.F.F. @ PATIO & GARAGE99' - 11" R-1 SELF ADHERED FLASHINGTO OVERLAP ALL METAL FLASHING METAL FLASHING CONTINUOUSUNDER DRAINAGE MAT AND OVER FOUNDATION INSULATION METAL FLASHING WITH DRIP EDGE COLOR TO MATCH SIDING. W-7 WATERPROOFING PER WJE 3" RIGID INSULATION 1/2" DENSGLASS CONC PER STRUCTURAL STEEL PER STRUCTURAL T.O. F.F. @ MAIN100' - 0" T.O. PLY @ MAIN99' - 9" W-7SIM W-1 SELF ADHERED FLASHINGTO OVERLAP ALL METAL FLASHING METAL FLASHING CONTINUOUSUNDER DRAINAGE MAT AND OVER FOUNDATION INSULATION METAL FLASHING WITH DRIP EDGE COLOR TO MATCHSIDING FLOOR FRAMING. REF STRUCT. CONTINUOUS METALFOUNDATION FLASHING. POWEDER COAT TO MATCHMETAL PANNEL SYSTEM. A T.O. F.F. @ UPPER110' - 4 1/2" T.O. PLY @ UPPER110' - 1 1/2" F-3 W-7 METAL FLASHING W/ DRIP EDGE,COLOR TO MATCH SIDING WOOD FASCIA TO MATCH SIDING CONTINUOUS SPRAY FOAM INSULATION STEEL BEAM, REF. STRUCT. SAW-CUT DRIP EDGE WOOD WRAPPED COLUMN SELF-ADHERED FLASHING TO OVERLAP METAL FLASHING WEATHER RESISTANT BARRIER SCALE 1 1/2" = 1'-0"A812 4 DTL_Foundation @ Office West SCALE 1 1/2" = 1'-0"A8126 FOUNDATION WALL @ STAIR HALL SCALE 1 1/2" = 1'-0"A812 7 DTL_Foundation Wall @ Garage DoorSCALE 1 1/2" = 1'-0"A812 8 FOUNDATION WALL @ GARAGE SLAB - EAST SCALE 1 1/2" = 1'-0"A8129 PATIO @ EXTERIOR WALLSCALE 1 1/2" = 1'-0"A81210 TYPICAL FOUNDATION WALL @ WOOD JOIST SCALE 1 1/2" = 1'-0"A8125 COLUMN @ MASTER BATH Revise all drawings (architecturals, structurals, civils) sograde is 6” or more below the top of each foundation wall per 2015 IRC R404.1.6 (clearly dimensioned in the architectural details). Alternatively, the City will accept a lesser distance if all of the following are provided. Note this requirement at all applicable wall sections and details: 1.All wood materials within 6” of grade to be protected from decay 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 structural plan revised to show treated lumber as a specified material and have them list the proper fasteners for treated wood as the chemicals used to treat lumber can degrade typicalfasteners. Indicate how you will accomplish the air sealing requirements of 2015 IECC table R402.4.1.1 using notes and details. Indicate the continuity of the air barrier and where it is located throughout the building. Note locations that require caulking, sealing, taping, etc. Note which components are included in the air barrier such as spray foam, gypsum, housewrap, and/or exterior insulation. You may have all of the above but you need to pick one continuous barrier and stick to it. It needs to follow the thermal barrier. The better detail you provide, the easier it will be for the contractor and inspector to be successful. This is a new 2015 code requirement in lieu of a blower door test. I've attached our standard air sealing detail sheets to this comment letter as an example of the type of detailing we're looking for. Subject: PlanCheck Page Label: A901 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: One of these windows should be marked egress as you have done for the bedrooms in the basement. The master bedroom requires emergency escape egress as well. Subject: PlanCheck Page Label: A901 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: All windows and exterior doors are required to have a U value of .28 or better. Note this requirement on the window and door schedules. If you are unable to accomplish this with the historic replicas you will need to submit a formal request, addressed to the Chief Building Official, to be exempted from this requirement per IECC R501.6 due to the fact that compliance would degrade the historic form of the building. Subject: PlanCheck Page Label: G001 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Provide a copy of the state demo license for the demolition of the non-historic addition. You may submit other responses without this piece, but the building department will not be able to fully sign off on this permit until that has been submitted. Subject: PlanCheck Page Label: G010 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Fire area/gross building area is measured from the interior face of the exterior walls rather than the exterior face. You also do not need to include areas under the standard 1' eave overhang, just areas under larger roof projections such as your covered exterior doors and front porch. Please revise, and note on the plan that fire sprinklers will be required. Subject: PlanCheck Page Label: G011 Author: justinh File Name: Architectural Plans. 533 W HALLAM.pdf Color: Show the property line on the REMP plan, snowmelt in the ROW needs to be on a separate zone from snowmelt on your property. This should be noted on the plan and shown as separate zones in the mechanical plans. HARDWARE FINISHES WITH OWNER PRIOR TO ORDERING. PROVIDED IN ALL HAZARDOUS AREAS PER SECTION R308 2015 IRC. TH 2015 IECC CHAPTER 4, CLIMATE ZONE 7 & 8, FENESTRATION U- UFACTORER TO PROVIDE DOCUMENTATION FOR THE WINDOW A WEIGHTED AVERAGE OF U-VALUE 0.28 AND STICKER MARKING OF HE CITY OF ASPEN BUILDING DEPARTMENT. SS. ERALL FRAME DIMENSIONS. ENSIONS BEFORE ORDERING. RABLE WINDOWS. COORDINATE WITH ARCHITECT. ANS FOR REFERENCED SHADE POCKET DETAILS & DESCRIPTION. B 01 8' - 0" 2' - 0" 6' - 0" FIXED-FIXED B 02 3' - 0" 2' - 0" 6' - 0" FIXED B 03 2' - 0" 2' - 0" 6' - 0" AWNING B 04 7' - 5 1/2" 9' - 0" 0" FIXED-FIXED TEMPERED GLASS B 05 2' - 6" 4' - 8" 3' - 6" CASEMENT B 06 2' - 6" 4' - 8" 3' - 6" CASEMENT B 08 1' - 11 1/4" 5' - 9 1/2" 1' - 4 1/4" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 09 2' - 3 3/8" 5' - 9 1/2" 1' - 4 1/4" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 10 2' - 3 3/8" 5' - 9 1/2" 1' - 4 1/4" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 11 1' - 11 1/4" 5' - 9 1/2" 1' - 4 1/4" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 12 2' - 2 3/4" 5' - 10" 1' - 4 1/2" DOUBLE HUNG HISTORIC REPLICA TO MATCH B 19 & B 20 B 13 2' - 9" 3' - 11" 3' - 0" FIXED HISTORIC STAINED GLASS, RELOCATED B 14 1' - 11 1/4" 5' - 9 1/2" 1' - 5" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 15 2' - 3 1/4" 5' - 9 1/2" 1' - 5" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 16 2' - 3 1/4" 5' - 9 1/2" 1' - 5" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 17 1' - 11 1/4" 5' - 9 1/2" 1' - 5" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 18 1' - 10" 1' - 4" 1' - 2 1/2" FIXED EXISTING HISTORIC STAINED GLASS B 18.2 1' - 10" 1' - 4" 1' - 2 1/2" FIXED HISTORIC REPLICA TO MATCH B 18 B 19 2' - 2 3/4" 5' - 10" 1' - 4 1/2" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 20 2' - 2 3/4" 5' - 10" 1' - 4 1/2" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 21 2' - 2 3/4" 5' - 10" 1' - 4 1/2" DOUBLE HUNG EXISTING HISTORIC DOUBLE HUNG B 22 2' - 2 3/4" 5' - 10" 1' - 4 1/2" DOUBLE HUNG HISTORIC REPLICA TO MATCH B 19 & B 20 B 23 2' - 2 3/4" 5' - 10" 1' - 4 1/2" DOUBLE HUNG HISTORIC REPLICA TO MATCH B 19 & B 20 B 24 5' - 0" 5' - 6" 3' - 0" DOUBLE HUNG-DOUBLE HUNG B 25 2' - 0" 3' - 0" 11' - 4" AWNING C 01 4' - 8" 5' - 6" 3' - 0" DOUBLE HUNG-DOUBLE HUNG TEMPERED GLASS C 02 2' - 0" 3' - 0" 9' - 11 1/2" AWNING C 03 2' - 6" 5' - 6" 3' - 0" DOUBLE HUNG C 04 2' - 6" 5' - 6" 3' - 0" DOUBLE HUNG C 05 8' - 10" 5' - 6" 3' - 0" CASEMENT-FIXED-CASEMENT C 06 4' - 8" 5' - 6" 3' - 0" DOUBLE HUNG-DOUBLE HUNG C 07 2' - 0" 3' - 0" 9' - 11 1/2" AWNING C 08 7' - 5 1/2" 9' - 0" 0" FIXED-FIXED TEMPERED GLASS C 09 2' - 6" 5' - 0" 3' - 6" DOUBLE HUNG C 10 2' - 6" 5' - 6" 3' - 0" DOUBLE HUNG EXTERIOR DOOR SCHEDULE DOOR MARK DOOR TYPE FRAME NOTESWIDTH HEIGHT 101 A SINGLE SWING 3' - 4" 8' - 2" TEMPERED GLASS 103 A SINGLE SWING 3' - 4" 8' - 2" TEMPERED GLASS 106 A DOUBLE SWING 7' - 5" 9' - 0" TEMPERED GLASS 107 A SINGLE SWING 3' - 4" 8' - 2" TEMPERED GLASS 109 A 4-PANEL FOLDING 11' - 10 1/8" 9' - 0" TEMPERED GLASS 110 A 4-PANEL FOLDING 10' - 8 7/8" 9' - 0" TEMPERED GLASS 111 A SINGLE SWING 3' - 4" 7' - 2" NEW ENTRY DOOR. LOWER PROFILE AND PROPORTIONS TO MATCH 113 B. SINGLE WINDOW TO FOLLOW HISTORIC STYLING OF 113 B. 113 A HISTORIC SINGLE SWING 2' - 8" 6' - 8" HISTORIC REPLICA TO MIRROR 113 B 113 B HISTORIC SINGLE SWING 2' - 8" 6' - 8" EXISTING HISTORIC DOOR One of these windows should be marked egress as you have done for the bedrooms in the basement. The master bedroom requires emergency escape egress as well. OVERALL FRAME DIMENSIONS. DIMENSIONS BEFORE ORDERING. OPERABLE WINDOWS. COORDINATE WITH ARCHITECT. G PLANS FOR REFERENCED SHADE POCKET DETAILS & DESCRIPTION. B 12 B 13 B 14 B 15 B 16 B 17 B 18 B 18.2 B 19 B 20 B 21 B 22 B 23 B 24 B 25 C 01 C 02 C 03 C 04 C 05 C 06 C 07 C 08 C 09 C 10 All windows and exterior doors are required to have a U value of .28 or better. Note this requirement on the window and door schedules. If you are unable to accomplish this with the historic replicas you will need to submit a formal request, addressed to the Chief Building Official, to be exempted from this requirement per IECC R501.6 due to the fact that compliance would degrade the historic form of the building. G00 G00 G00 G00 G00 G01 G01 G01 G01 D10 D10 D10 D10 D10 D10 SU SU SU SU 1 O EXC EXC EXC EXC Provide a copy of the state demo license for the demolition of the non-historic addition. You may submit other responses without this piece, but the building department will not be able to fully sign off on this permit until that has been submitted. FIRE AREA CALCULATIONS LOWER LEVEL AREA TOTAL MAIN LEVEL AREA TOTAL MAIN LEVEL EXTERIOR COVERED AREA UPPER LEVEL AREA TOTAL 3,571sf 2,682sf 130sf 1,027sf 381sfMAIN LEVEL OVERHANGS TOTAL UPPER LEVEL OVERHANGS TOTAL 105sf TOTAL AREA 7,896sf Fire area/gross building area is measured from the interior face of the exterior walls rather than the exterior face. You also do not need to include areas under the standard 1' eave overhang, just areas under larger roof projections such as your covered exterior doors and front porch. Please revise, and note on the plan that fire sprinklers will be required. 14 14 13 83.60 SQ FT DDDDUUUUNNNNCCCCAAAANNNN RRRREEEESSSSIIIIDDDD 533 W HALLAM ST AS Show the property line on the REMP plan, snowmelt in the ROW needs to be on a separate zone from snowmelt on your property. This should be noted on the plan and shown as separate zones in the mechanical plans. Subject: PlanCheck Page Label: 2 Author: justinh File Name: Energy Code Compliance - Mech'l. 533 W Hallam.pdf Color: Our summer design temperature is 82°F, please revise. Energy Code Compliance - Mech'l. 533 W Hallam.pdf (1) Subject: PlanCheck Page Label: 1 Author: justinh File Name: Line Grade Verification Form.533 W Hallam.pdf Color: An elevation benchmark is required, please fill this portion of the form. Line Grade Verification Form.533 W Hallam.pdf (1) Subject: PlanCheck Page Label: [1] 18032-M1(D-48)-M-001 Author: justinh File Name: Mechanical Plans. 533 W HALLAM.pdf Color: There are 5 bedrooms in the new SFR and I measure over 6000 SF of occupiable floor area on the floor plans. ERV-1 is shown in your equipment schedule as being 110 CFM rather than 126 CFM shown here and it is noted as servicing only crawlspace ventilation. In the sequence of operations you note that the ERV shall run 30 minutes per hour, that will also increase your required CFM (what you show here is using the assumption the system will run continuously). Please revise this calculation and equipment schedule as needed to accurately depict the home size, number of bedrooms and ERV unit proposed that will meet the ventilation requirements. Mechanical Plans. 533 W HALLAM.pdf (3) Subject: PlanCheck Page Label: 6 Author: justinh File Name: Mechanical Plans. 533 W HALLAM.pdf Color: Civil plans reference a sump pump per MEP in the crawlspace, revise to show this in your plans. OUTDOOR TEMPERATURE -15 °F OUTDOOR TEMPERATURE 88 °F INDOOR TEMPERATURE 72 °F INDOOR TEMPERATURE 75 °F TOTAL HEAT LOSS 89,782 BTU/HR SENSIBLE HEAT GAIN 85,380 BTU/HR LATENT HEAT GAIN 4,938 BTU/HR TOTAL HEAT GAIN 90,318 BTU/HR MANUAL J DESIGN CONDITIONS WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Our summer design temperature is 82°F, please revise. ASPEN LINE GRADE VERIFICATION FORMASPEN LINE GRADE VERIFICATION FORM Verification of Building Location by Building Contractor For Building and Permit Information, please refer to our website at: http://www.aspenpitkin.com/depts/41/ Exemption A City verification of building location is not needed when the project creates less the 200 square feet of new floor area. PART A: Complete and Submit as part of the Building Permit Application o Building / Job Address or Location: _____________________________________________ o Your Name (Person Completing Part A): ____________________________________________ o Your Company: ________________________________________________________________ o Plans must show horizontal dimensions that ‘tie’ the building to the property boundary. Are building ties shown? (circle one) ‘Yes’ ‘No’ o An elevation benchmark needs to be established on the site by a licensed surveyor and shown on the plans. What is the elevation of this benchmark? _________________________________ o If the garage is located within 10 feet of the roadway or sidewalk, provide spot elevation on the on the roadway or sidewalk. Is a spot elevation shown? ‘Yes’ ‘No’ ‘N/A’ o Provide the equation comparing site (surveyed) elevation to structure/ architectural plan elevation: (i.e., 100’ first floor elev = 7962.50’) _______________________________ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PART B: Complete prior to first Foundation Inspection, by a licensed surveyor or an individual prequalified by the City o Do field measured building ties to property match building ties shown on the plan? (circle one): ‘Yes’ ‘No’ o Surveyor needs to confirm that one spot on the top of the foundation wall is at the same elevation shown on the approved building plans. o What is the field measured elevation of top of foundation wall relative to the site bench mark? ____________ o According to the building plans, what was the design elevation for the same place on the foundation wall? ______________________________ o Was the elevation of the building adjusted in field? (circle one): ‘Yes’ ‘No’ An elevation benchmark is required, please fill this portion of the form. A B (A) SECTION CUT LINE (B) SHEET SHOWN ON THERMOMETER BE PER THE REMENTS (UPON F THE REQUIRED ACCESS TO THE ERVICE A MAXIMUM OF 20 NUFACTURER'S MMENDATIONS RE. RTERS, THERMAL YS, CONTROL ED BY THE SHALL BE LOW E PROVIDED BY THE ENT SYSTEM PER THE ER, REGARDLESS OF COMPLETE AND E LOSS PROTECTION. CONNECTS E ELECTRICAL Drawn By: DATE 11-23-1 AEC P DU N C A N S K I H B There are 5 bedrooms in the new SFR and I measure over 6000 SF of occupiable floor area on the floor plans. ERV-1 is shown in your equipment schedule as being 110 CFM rather than 126 CFM shown here and it is noted as servicing only crawlspace ventilation. In the sequence of operations you note that the ERV shall run 30 minutes per hour, that will also increase your required CFM (what you show here is using the assumption the system will run continuously). Please revise this calculation and equipment schedule as needed to accurately depict the home size, number of bedrooms and ERV unit proposed that will meet the ventilation requirements. 1 3 FC MECHANICAL CRAWLSPACE M01 RM 1 1/4"ø HWR 1 1/4"ø HWS 1/2"ø HWR 1/2"ø HWS 1"ø HWR 1"ø HWS 3/4"ø HWR 3/4"ø HWS 3/4"ø HWR 3/4"ø HWS 3/4"ø HWS3/4"ø HWR 3/4"ø HWS UP3/4"ø HWR UP 10 9 Civil plans reference a sump pump per MEP in the crawlspace, revise to show this in your plans. Subject: PlanCheck Page Label: 8 Author: justinh File Name: Mechanical Plans. 533 W HALLAM.pdf Color: Snowmelt square footages shown here and on the snowmelt schedule do not match what is shown on the architectural REMP sheet. Revise one or the other so that the snowmelt quantities and locations are consistent. You may exempt 9 SF of snowmelt for each window well (minimum size required for an emergency escape egress well) but you must include any additional square footage for each window well in your REMP calculation. Subject: PlanCheck Page Label: 1 Author: justinh File Name: RREMP Documents.533 W Hallam.pdf Color: Please fill out the contact info portion of this form. If the site plan/REMP plan are revised per discussions with HPC and building regarding the light well guards, please be sure to update the square footages on this sheet accordingly. RREMP Documents.533 W Hallam.pdf (1) Subject: PlanCheck Page Label: 3 Author: justinh File Name: Special Inspection Agreement.533 W Hallam.pdf Color: You need an approved fabricator's signature for the shop welds shown in the structural plans. Please resubmit the agreement. You may resubmit responses without this if you have yet to decide on your welder/steel fabricator but building will not be able to sign off on your permit until this agreement has been fully executed. Special Inspection Agreement.533 W Hallam.pdf (1) Subject: PlanCheck Page Label: 1 Author: justinh File Name: Structural Plans. 533 W HALLAM.pdf Color: Our wind speed design criteria is 89 MPH, please revise. Structural Plans. 533 W HALLAM.pdf (3) Subject: PlanCheck Page Label: 1 Author: justinh File Name: Structural Plans. 533 W HALLAM.pdf Color: We are seismic design category C, please revise. S T T T T T T 2 2 5 5 6 6 7 7 8 8 9 9 10 10 LL K K JJ FF GG DD CC AA 3 3 4 4 EE HH 1 1 BB 5BRZ 30 SQFT 7ARZ 435 SQFT 7BRZ 125 SQFT 6BRZ 35 SQFT 6ARZ 1050 SQFT5ARZ 495 SQFT 8RM 9RM 7RM GARAGE 103 MUD ROOM 102 ENTRY101 LIVING 106 STAIR 73 STAIRS 49 PDR105 KITCHEN 107 CASUAL DINING 109 ENTRY HALL 110 ENTRY 111 DINING 113 OFFICE 114 BIKES104 1/2"ø HWS1/2"ø HWR 3/4"ø HWR UP3/4"ø HWS UP 3/4"ø HWS1"ø HWR 3/4"ø HWS3/4"ø HWR1"ø HWS DN1"ø HWR DN 1SZ 635 SQFT2SZ 235 SQFT 3SZ 185 SQFT5SZ 10 SQFT 4SZ 30 SQFT 3SM 2 3 1 4 5 TO FC-4 &RZ-6A TO FC-5,MD-5B &RZ-7A TO FC-5,MD-5A &RZ-7B TO RZ-5B TO RZ-5A TO RZ-6B ww w . a e c - v a i l . c o m of Drawn By:Checked By: AEC PROJECT #: COPYRIGHT 2018 ARCHITECTURAL ENGINEERING CONSULTANTS, INC.c c ae 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 lo r a d o , 8 1 6 2 0 Mec 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 Tel e p h o n e : 9 7 0 - 7 4 8 - 8 5 2 0 F a x : 9 7 0 - 7 4 8 - 8 5 2 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 DATE: ISSUE: SCALE 1/4" = 1'-0" 18032.00 DU N C A N S K I H A U S 53 3 W E S T H A L L A M AS P E N , C O L O R A D O , 8 1 6 1 1 M-122 FIRST FLOOR MECHANICALPIPING 10 14 BLU TOC 11/23/18PERMIT/PRICING 1/4" = 1'-0"1 MECHANICAL 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 CONTINUATION 1. 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:Aspen Address:State:Colorado Email:Zip Code:81611 Phone: 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 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)1128.63 sqft 0.00 sqft 0.00 sqft 0.00 sqftNew (exempt)0.00 sqft 0.00 sqft 0.00 sqftTotal New 1128.63 sqft 0.00 sqft 0.00 sqft 0.00 sqftTotal on site 1128.63 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:40,393.07$ B.ON-SITE RENEWABLE CREDITS Supplemental System REMP CreditUse PV Worksheet Photovoltaic System -$ Use Thermal Worksheet Hot Water Panels -$ 2015 IECC RESIDENTIAL RENEWABLE ENERGY MITIGATION PROGRAM City of Aspen Version 11.3 UpdAted deCember 13, 2017 533 West Hallam Aspen CO 81611 Wlewis@BillPoss.com William Lewis 1128.63 sqft 605 East Main Street G007 (970) 925-4755 $40,393.07 Yes (enter sqft below on the exempt row)No Please fill out the contact info portion of this form. If the site plan/REMP plan are revised per discussions with HPC and building regarding the light well guards, please be sure to update the square footages on this sheet accordingly. You need an approved fabricator's signature for the shop welds shown in the structural plans. Please resubmit the agreement. You may resubmit responses without this if you have yet to decide on your welder/steel fabricator but building will not be able to sign off on your permit until this agreement has been fully executed. Wind Loading Basic Wind Speed Vult = 115 MPH Vasd = 90 MPH Exposure Category B GCpi 0.18 Wind Base Shear - Ultimate 21.9 K Wind Design Pressure Components & Cladding - Ultimate 50ft2 East/West North/South Seismic Loading 1.0 Mapped Spectral Response Acceleration Seismic Importance Factor, Ie 0.315SS 0.082S1 DSite Class Spectral Response Coefficients Local Jurisdiction: City of Aspen Building Code: 2015 International Building Code -34.4 PSFInterior Roof Zone (Zone 1) -47.0 PSFRoof End Zone (Zone 2) -47.7 PSFCorner Roof Zone (Zone 3) -25.6 PSFInterior Wall Zone (Zone 4) -29.6 PSFWall End Zone (Zone 5) STRUCTURAL DESIGN CRITERIA Risk Category: II 20ft2 -42.3 PSF -54.1 PSF -55.6 PSF -27.2 PSF -32.7 PSF 100ft2 -28.4 PSF -41.7 PSF -41.7 PSF -24.5 PSF -27.2 PSF (Note 1) 19.8 K SURANCE actor 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. NTROL er'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 ns and testing. The professional engineer must be registered and n the state where the project is located. dual employed by the Testing Agency, responsible for g testing and inspection of soils and foundations shall be a nal engineer practicing the discipline of geotechnical ng, referred to as the Geotechnical Engineer in the structural f the construction documents. The Geotechnical Engineer is le for testing and inspections of soils, earthwork and foundations rmance to the foundation design and the geotechnical report. dation section of the general notes. al inspections section of the general notes for required testing ction. ABBRE AB anchor ADDNL addition AFF above f ALT alternat ARCH architec BLDG building BM beam BOT, B/, BOx bottom BRG bearing BS both si BTWN between CIP cast-in CJ constru CJP complet CLR clear CMU concret COL column CONC concret CONN connect CONST constru CONT continu D depth DIA, D diamete DIM dimensi DK deck DTL detail DWGS drawing DWL dowel (E) existing Our wind speed design criteria is 89 MPH, please revise. GCpi 0.18 Wind Base Shear - Ultimate 21.9 K Wind Design Pressure Components & Cladding - Ultimate 50ft2 East/West North/South Seismic Loading 1.0 Mapped Spectral Response Acceleration Seismic Importance Factor, Ie 0.315SS 0.082S1 DSite Class Spectral Response Coefficients 0.325SDS 0.131SD1 BSeismic Design Category Wood Shear WallsBasic Seismic Force Resisting System 6.5Response Modification Factor, R 0.050Seismic Response Coefficient, Cs Equivalent Lateral Force MethodAnalysis Procedure Used Seismic Base Shear - Ultimate 11.5 KEast/West 11.5 KNorth/South Snow Loading 100 PSFGround Snow Load, Pg 70 PSFMinimum Flat Roof Snow Load, Pf 1.0Importance Factor, Is BTerrain Category 1.0Exposure Factor, Ce 1.0Thermal Factor, Ct See Load KeysSlope Factor, Cs Live Loads and Superimposed Dead Loads (Notes 2,3,5) (Notes 4,5) -34.4 PSFInterior Roof Zone (Zone 1) -47.0 PSFRoof End Zone (Zone 2) -47.7 PSFCorner Roof Zone (Zone 3) -25.6 PSFInterior Wall Zone (Zone 4) -29.6 PSFWall End Zone (Zone 5) 20ft2 -42.3 PSF -54.1 PSF -55.6 PSF -27.2 PSF -32.7 PSF 100ft2 -28.4 PSF -41.7 PSF -41.7 PSF -24.5 PSF -27.2 PSF 19.8 K 2.5Over-Strength Factor, Ωo 4Deflection Amplification Factor, Cd 4. Correct deficient work by means acceptable to the Architect. The cost of extra work incurred by the Architect to approve corrective work shall be borne by the Contractor. QUALITY CONTROL 1. The Owner's Testing Agency shall perform testing and special inspections required by the structural documents, building code and the local authority. The Testing Agency shall comply with ASTM E329 and upon completion of work, the Testing Agency shall furnish a certificate of compliance, signed by the professional engineer overseeing special inspections and testing. The professional engineer must be registered and licensed in the state where the project is located. 2. The individual employed by the Testing Agency, responsible for overseeing testing and inspection of soils and foundations shall be a professional engineer practicing the discipline of geotechnical engineering, referred to as the Geotechnical Engineer in the structural portion of the construction documents. The Geotechnical Engineer is responsible for testing and inspections of soils, earthwork and foundations for conformance to the foundation design and the geotechnical report. See foundation section of the general notes. 3. See special inspections section of the general notes for required testing and inspection. SPECIAL INSPECTION 1. Special inspection and testing shall be performed as required by the local jurisdiction, the building code and the construction documents. See quality assurance section of the general notes. 2. Coordinate and schedule inspection and testing prior to the start of work requiring inspection and testing while providing special inspector reasonable notice. 3. All deficiencies shall be corrected for acceptance by the testing agency. 4. Inspections performed by the local jurisdiction do not replace inspection or testing required by the owners testing agency. 5. Special inspection and testing is required for the items shown in the special inspections and testing table. SPECIAL INSPECTIONS AND TESTING ClassCategory/Material X 54321 Component/Work Footing Soil Bearing Material So i l s a n d Fo u n d a t i o n s XSlab-on-Grade Subgrade Material XXXCompaction X XX Formwork Installation Reinforcing Placement BM beam BOT, B/, BOx bottom of ( BRG bearing BS both sides BTWN between CIP cast-in-pla CJ construction CJP complete jo CLR clear CMU concrete ma COL column CONC concrete CONN connection CONST construction CONT continuous D depth DIA, D diameter DIM dimension DK deck DTL detail DWGS drawings DWL dowel (E) existing con EA each EF each face EJ expansion jo ELEV elevation EOx edge of (S= EW each way EXP expansion EXT exterior FDN foundation FLR floor FOx face of (S= FS far side FTG footing GA gage GC general con GEN general HDG hot dip galv HDR header HK hook HORIZ horizontal HSA headed stud I.F. inside face INT interior JST joist We are seismic design category C, please revise. Subject: PlanCheck Page Label: 13 Author: justinh File Name: Structural Plans. 533 W HALLAM.pdf Color: Per discussion with HPC the existing roof framing was to remain in the historic structure and be added to as needed. This appears to be a new roof framing package entirely. Please coordinate with HPC and revise the structural plan to clearly show existing historic framing to remain everywhere that is applicable. HD1 HD1ZIP9'-3" HD1 HD1ZIP5'-3"HD1 HD1ZIP5'-3" HD1 ZIP 12 ' -9" HD 1 HSS A 6'-6" 2567 L K J F G D C A 34 E H 1 B 86'-0 1/2" 15'-11"11'-9"2'-0 1/2"9'-0 7/8"11'-11 1/8"4'-5 1/2" 15'-11"11'-9"2'-0 1/2"9'-0 7/8"11'-11 1/8"4'-5 1/2" 42'-5 1/2" 1'-8" 4'-2 1/2" 12'-5 3/4" 9'-0" 1'-4 1/4" 1'-8" 3'-7 1/2" 3'-5 1/2" 4'-6" 6" 11 7 / 8 " T J I 2 1 0 @ 1 6 " O C 11 7 / 8 " T J I 2 1 0 @ 1 6 " O C (1 ) 1 3 / 4 " x 9 1 / 2 " L V L @ 1 6 " O C (1) 1 3 / 4 " x 9 1 / 2 " L V L @ 1 6 " O C (1)1 3/4"x11 7/8" LVL@24"OC (1)1 3/4"x11 7/8" LVL@24"OC (1) 1 3 / 4 " x 1 1 7 / 8 " L V L @ 2 4 " O C (1) 1 3 / 4 " x 1 1 7 / 8 " L V L @ 2 4 " O C (1)1 3/4"x11 7/8" LVL@24"OC (1)1 3/4"x11 7/8" LVL@24"OC (1 ) 1 3 / 4 " x 1 1 7 / 8 " L V L @ 2 4 " O C (1 ) 1 3 / 4 " x 1 1 7 / 8 " L V L @ 2 4 " O C W10x22 (BENT) W10x22 (BENT)(2)1 3/4"x14" LVL(2)1 3/4"x14" LVL(2)1 3/4"x14" LVL(2)1 3/4"x14" LVL(2 ) 1 3 / 4 " x 1 4 " L V L(2)1 3/4"x14" LVL(2)1 3/4"x14" LVL (2 ) 1 3 / 4 " x 1 4 " L V L (2) 1 3 / 4 " x 1 4 " L V L W8x67 109'-10 1/4" W1 8 x 4 6 110'-7 1/4" W14 x 2 6 110'-3 1/4" W10x22 109'-11 1/4" 2S402 3S402 4S402 (2)1 3/4"x9 1/2" LVL (2) 1 3 / 4 " x 9 1 / 2 " L V L (3) 1 3 / 4 " x 9 1 / 2 " L V L 1S301 1S301 T/SHEATHING 110'-1 1/2" T/SHEATHING 109'-11" No2 (3 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (2)1 3/4"x11 7/8" LVL (2)1 3/4"x11 7/8" LVL 2x6 DFL No2@24"OC 2x6 D F L N o 2 @ 2 4 " O C 2x 6 D F L N o 2 @ 2 4 " O C 2x 6 D F L N o 2 @ 2 4 " O C KL A&Engineers Builders215 North 12th Street, Unit ECarbondale, Colorado 81623P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Golden, CO ○ Loveland, CO & NORTH Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 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 PROJECT NO: Issue: DUNCAN RESIDENCE 533 W. HALLAM 1 UPPER LEVEL / LOW ROOF FRAMING PLAN 10/31/18 PERMIT 10/25/2018 Per discussion with HPC the existing roof framing was to remain in the historic structure and be added to as needed. This appears to be a new roof framingpackage entirely. Please coordinate with HPC and revise the structural planto clearly show existing historic framing to remain everywhere that is applicable.