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Home My WebLink AboutFile Documents.533 E Main St.0025.2018 (2).ACBK0025-2018-ARBK_BuildingComments_1 Page: A0.5 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: Provide an updated A0.13 with revised occupant load calculations. Combined Plans.pdf (11) Page: A1.2 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: Completely isolate snowmelted concrete from ground with R-10 insulation. Page: A1.2 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: Your handrail appears to encroach on the 8'. Confirm this is ok with engineering. Page: A1.2 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: Provide riser heights and tread depths. Page: A2.7 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: Provide full dimensions and details, sections and enlarged plan of the new circular stair. _____ __ UILDING NSTRUCTION AL CORE (ESSENTIAL PUBLIC FACILITY)LIC FACILITYLIC FACILITY % OF 74,250) BASEMENT LEVEL TOTAL BASEMENT FLOOR TOTAL SUBGRADE EXPO TOTAL SUBGRADE WALL CONTRIBUTION TOWARDS BASEMENT LEVE (REF. A0.9 FOR C MAIN LEVEL STAIR AREA ELEVATOR AREATOTAL MAIN LEVEL AREA MAIN LEVEL ARE UPPER LEVEL TOTAL UPPER LEVEL DEDUCTIONS FOR DEDUCTIONS FOR UPPER LEVEL AR CHOIR LOFT LEVEL TOTAL CHOIR LOFT LEVE DEDUCTIONS FOR CHOIR LOFT LEV EXTERIOR SPACE Provide an updated A0.13 with revised occupant load calculations. EXISTING FRONTDOORS TO REMAIN PROPERTY LINE. EXISTING AND PROPOSEDFRONT PORCH FALL IN RIGHT-OF-WAY. CHURCHHAS A REVOCABLE ENCROACHMENT LICENSEAND THE PORCH IS APPROVED BY CITY OFASPEN ENGINEERING DEPARTMENT.REVOCABLE ENCROACHMENT LICENSE REC.NO. 449522ENCROACHMENT AGREEMENT LICENSE BOOK716 PAGE 622 NEW SNOW-MELTED CONCRETE STEPS TIMBER 6x6 COLUMNS SUSPENDEDOFF OF STEEL PLATE BASE ELONGATED TOP LANDING FOR SAFETY 11" 11" 11" 11'-4 1/2" 11" 11" 11" 3A1.2 NOTE: NEW STAIR CONFIGURATIONAPPROVED BY COA ENGINEERINGDEPARTMENT 6'-8 1/2"9'-6"2'-9 1/2"16'-10 1/2"4"8'-0"PERVIOUS PAVERS STONE BENCH INTEGRATED INTO PORCH EXISTING BRICK COLUMNS EXISTING STAIRS TO BE REVISED TOMEET REGRADED SIDEWALKS PERCIVIL PROPERTY LINE. EXISTING AND PROPOSEDFRONT PORCH FALL IN RIGHT-OF-WAY. CHURCHHAS A REVOCABLE ENCROACHMENT LICENSEAND THE PORCH IS APPROVED BY CITY OFASPEN ENGINEERING DEPARTMENT.REVOCABLE ENCROACHMENT LICENSE REC.NO. 449522ENCROACHMENT AGREEMENT LICENSE BOOK716 PAGE 622 CHURCH MAIN LEVEL 100'-0" (4)TIMBER 8X8 COLUMNS POURED CONCRETELANDING AND STEPS REBAR PER STRUCT. SNOWMELTED STEPS &SIDEWALK; REF. CIVIL 2" RIGID INSULATION GRAVEL FILL SLOPE 2%; REF. CIVIL CONCRETE TREADS &RISERS PLATE STEEL COLUMN BASE 4" CONCRETE SCARIFIED AND RECOMPACTEDSUBBASE; REF. CIVIL CHARLESCUNNIFFEARCHITECTS 610 EAST HYMAN AVE.ASPEN, CO 81611 TEL: 970.925.5590FAX: 970.920.4557 cunniffe.com ENTRY STAIRPLAN ANDSECTIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:CHANGE ORDER 03/05/18 1" = 1'-0"3 ENTRY STAIR SECTION Completely isolatesnowmelted concretefrom ground with R-10insulation. UP EXISTING FRONTDOORS TO REMAIN PROPERTY LINE. EXISTING AND PROPOSEDFRONT PORCH FALL IN RIGHT-OF-WAY. CHURCHHAS A REVOCABLE ENCROACHMENT LICENSEAND THE PORCH IS APPROVED BY CITY OFASPEN ENGINEERING DEPARTMENT.REVOCABLE ENCROACHMENT LICENSE REC.NO. 449522ENCROACHMENT AGREEMENT LICENSE BOOK716 PAGE 622 NEW SNOW-MELTED CONCRETE STEPS TIMBER 6x6 COLUMNS SUSPENDEDOFF OF STEEL PLATE BASE ELONGATED TOP LANDING FOR SAFETY 11" 11" 11" 11'-4 1/2" 11" 11" 11" 3A1.2 3 A1.2 NOTE: NEW STAIR CONFIGURATIONAPPROVED BY COA ENGINEERINGDEPARTMENT 6'-8 1/2"9'-6"2'-9 1/2"16'-10 1/2"4"8'-0"PERVIOUS PAVERS GRATED INTO PORCH LUMNS O BE REVISED TOIDEWALKS PER ISTING AND PROPOSEDL IN RIGHT-OF-WAY. CHURCH ENCROACHMENT LICENSEAPPROVED BY CITY OFG DEPARTMENT.OACHMENT LICENSE REC. GREEMENT LICENSE BOOK REBAR PER STRUCT. SNOWMELTED STEPS &SIDEWALK; REF. CIVIL 2" RIGID INSULATION GRAVEL FILL SLOPE 2%; REF. CIVIL 4" CONCRETE SCARIFIED AND RECOMPACTEDSUBBASE; REF. CIVIL SHEET NO. JOB NO. A1.2 1511 ENTRY STAIRPLAN ANDSECTIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:CHANGE ORDER 03/05/18 1/4" = 1'-0"1 ENLARGED PROPOSED FRONT PORCH PLAN 1" = 1'-0"3 ENTRY STAIR SECTION Your handrail appearsto encroach on the 8'.Confirm this is ok withengineering. CHURCH MAIN LEVEL100'-0" (4)TIMBER 8X8 COLUMNS POURED CONCRETELANDING AND STEPS REBAR PER STRUCT. SNOWMELTED STEPS &SIDEWALK; REF. CIVIL 2" RIGID INSULATION GRAVEL FILL SLOPE 2%; REF. CIVIL CONCRETE TREADS &RISERS PLATE STEEL COLUMN BASE 4" CONCRETE SCARIFIED AND RECOMPACTEDSUBBASE; REF. CIVIL 1" = 1'-0"3 ENTRY STAIR SECTION Provide riser heightsand tread depths. C1A4.1 A4.2 ORGANCHAMBER301 OPEN TONAVE BELOW OPEN TOBELOW ORGAN E A B D BALCONY303 301 225 224 223 243 CHOIRLOFT302 3A7.1126'-0"13'-0"13'-0"3'-4"4'-2 1/2"4'-2 1/2"1'-3"1'-3"4'-2 1/2"4'-2 1/2"3'-4"3'-4" 4'-2 1/2" 1A7.11 302 OPEN TOBELOW A A A A A7.109 261 1 13'-5 3/4"16 4A6.2 3'-1 1/2"3 3/8"4'-8"23 C B D A8.4 4 3 2 1 206 4'-6" 7 1/4" ALIGNEL.= 112'-10 1/2" ALIGN ALIGN 1 COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC SHEET NO. JOB NO. A2.7 PROPOSEDCONSTRUCTIONPLANSST. MARY CATHOLIC CHU 533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1 PROPOSED CHOIR LOFTCONSTRUCTION PLANXN ISSUE: DATE:100% CD 2/15/17ADDENDUM #1 3/7/17ASI #008 9/12/17ASI #016 2/19/18ASI #017 3/8/18 1Provide fulldimensions anddetails, sections andenlarged plan of thenew circular stair. WE PLANNED ON THIS PER CODE- SEE REVISED A1.2 WITH NOTE WE HAVE COORDINATED WITH ENGINEERING - SEE ATTACHED REVISED CIVIL PLAN; WE ARE USING THE PAVERS TO MAKE UP THE DIFFERENCE. The treads will be 11" deep. The risers will be between 6 1/4" & 6 3/8" depending where they fall on the cross slope. SEE REVISED A 1.2 WITH DIMS The treads will be 11" deep. The risers will be between 6 1/4" & 6 3/8" depending where they fall on the cross slope. SEE ATTACHED STRUCTURAL AND ARCHITECTURAL SKETCHES SEE REVISED A0.13 received via email on 05 April 2018; responses submitted on 11 April (in red):1 Page: Porch sketches File Name: Combined Plans.pdf Subject: Class A Roof Author: nickt Color: Provide documentation that the roof assembly is Class A. This is typically either an ESR or UL report. Revise you roof detail to match the report. (Ordinance 40, 2016) Page: Porch sketches File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: Provide handrail dimensions Page: S9.2 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: Provide structural design of the circular stair. Page: S9.2 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: Specify this fastener size and spacing Page: SM 1.1 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: Provide an updated REMP worksheet that reflects the entire project (not just the new). GLU-LAM BEAMS BRICK COLUMNS ST. MARYENTRY PORCH 1/2" = 1'-0"02.27.2018 PROPOSED SECTION 6X6 TIMBERCOLUMNS STEEL PLATE ANDTUBE THIN STEEL STRUCTURE TOREPLACE GLU-LAMSHIDDEN IN EXISTING ROOFSTRUCTURE. NEW GUTTERS CEDARSHINGLES CODE-COMPLIANTIRON HANDRAILS Provide documentation that the roofassembly is Class A. This is typically either an ESR or UL report. Revise you roof detail to match the report. (Ordinance 40,2016) GLU-LAM BEAMS BRICK COLUMNS 1/2" = 1'-0"02.27.2018 PROPOSED SECTION 6X6 TIMBERCOLUMNS STEEL PLATE ANDTUBE THIN STEEL STRUCTURE TOREPLACE GLU-LAMSHIDDEN IN EXISTING ROOFSTRUCTURE. NEW GUTTERS CEDARSHINGLES CODE-COMPLIANTIRON HANDRAILS EXISTING CONCRETELANDING NEW CONCRETESTEPS WITHSNOWMELT Provide handraildimensions Provide structuraldesign of the circularstair. Specify this fastener size and spacing UP UP UP EXISTING GARAGE EXISTING RECTORY EXISTING DRIVEWAY(GRASS PAVERS) PROPOSED NEW SNOWMELT (0 SF) NEW 5' WIDE NEW SIDEWALKON MAIN STREET ALL LILACS REMAIN COTTONWOOD MAY BERELOCATED PER CDOT PLANS NEW CURBCUT PER CDOT STANDARDS 5' WIDE NEW SIDEWALK EXISTING SNOWMELTED ACCESSIBLE SIDEWALK TOREMAIN - (386 SF) REQUIRED FOR ACESIBILITY REQUIRED EXISTING SNOWMELT (487 SF) HUNTER STREET SIDEWALKREPLACED WITH NEW 6'SIDEWALK TO CODE EXISTING SNOW MELT(614 SF) ALL LILACS TO REMAIN EXISTING SNOWMELTREPLACED (ALREADYINSTALLED) (610 SF) PROPOSED REQUIRED SNOWMELT (327 SF) 4' WIDE SNOWMELTED PATHWAY(243 SF) REQUIRED FORACCESSIBILITY EXISTING SNOWMELT (614 SF) SNOWMELT CALCULATIONSTOTAL EXISTING: 1,817 SFTOTAL ABANDONED: 0 SFPROPOSED (REQUIRED): 327 SFEXISTING TO REMAIN (REQUIRED):487 SF NEW SNOWMELT ONNEW STAIRS (84 SF)REQUIRED CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC 610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557 cunniffe.com SHEET NO. JOB NO. 3/5/2018 1 1 : 2 0 : 3 5 A M SM 1.1 1511 PROPOSEDSNOWMELTPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 1/8" = 1'-0"1 PROPOSED SNOWMELT PLAN ISSUE: DATE:PERMIT DRAWINGS 01/12/17100% CD 02/15/17PERMIT RESUB. 2 06/12/17CHANGE ORDER 03/05/18 Provide an updatedREMP worksheet thatreflects the entireproject (not just thenew). this detail was changed to 1/2" all thread. That runs completely through both assemblies. SEE ATTACHED S9.2 SEE ATTACHED ROOF ASSEMBLY INFORMATION Handrail will be 2" square stock with 1/8" wall. SEE ATTACHED ANNOTATED SKETCH SEE ATTACHED STRUCTURAL AND ARCHITECTURAL SKETCHES SEE ATTACHED UPDATED REMP SHEET Page: SM 1.1 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: You may elect to exempt accessible routes from REMP. Routes leading to stairs are not accessible routes, only the route from the public way to the accessible entrance qualifies as an exempt-able accessible route. UP EXISTING GARAGE EXISTING RECTORY EXISTING DRIVEWAY(GRASS PAVERS) EWALK ALL LILACS REMAIN COTTONWOOD MAY BERELOCATED PER CDOT PLANS NEW CURBCUT PER CDOT STANDARDS 5' WIDE NEW SIDEWALK EXISTING SNOWMELTED ACCESSIBLE SIDEWALK TOREMAIN - (386 SF) REQUIRED FOR ACESIBILITY HUNTER STREET SIDEWALKREPLACED WITH NEW 6'SIDEWALK TO CODE EXISTING SNOW MELT(614 SF) EXISTING SNOWMELTREPLACED (ALREADYINSTALLED) (610 SF)4' WIDE SNOWMELTED PATHWAY(243 SF) REQUIRED FORACCESSIBILITY NEW SNOWMELT ONNEW STAIRS (84 SF)REQUIRED CHARLESCUNNIFFEARCHITECTS 610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557 cunniffe.com ST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COYou may elect to exemptaccessible routes from REMP.Routes leading to stairs are notaccessible routes, only the routefrom the public way to theaccessible entrance qualifies asan exempt-able accessibleroute. UNDERSTOOD. WE ARE USING EXISTING SNOWMELT TO CONNECT THE ACCESSIBLE ROUTES. Questions received via email on 11 April 2018 in response to our resubmittal on the same day; notes in red are our responses on 16 May2018 1. You've changed the occupant load of the ground floor meeting room from 110 to 237. Revise it back to 110 for the record set. Provide a separate drawing showing seating layout for the temporary use of the meeting room for church service with the increased occupant load. plans revised and adjusted per instruction and submitted via email on 05.16 (A0.13) 2. Revise A1.2 to include insulation under all of the stair slab, not just some of it. plans revised and adjusted per instruction and submitted via email on 05.16 (A1.2) 5. All the architectural stair detail sketches should be stamped by the architect (curved stair and entry porch). Indicate riser height of the curved stair on the drawing. Provide a letter requesting the non-compliant curved stair as an alternate method. plans revised and adjusted per instruction, along with a letter to the building department, and submitted via email on 05.16 6. Stamp the roof assembly detail. done; submitted via email 05.16 7. Dimension the height of the handrail and the lengths of the extensions on the porch stair sketch. done; submitted via email 05.16 2 Page: SM 1.1 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: You may elect to exempt accessible routes from REMP. Routes leading to stairs are not accessible routes, only the route from the public way to the accessible entrance qualifies as an exempt-able accessible route. UP EXISTING GARAGE EXISTING RECTORY EXISTING DRIVEWAY(GRASS PAVERS) EWALK ALL LILACS REMAIN COTTONWOOD MAY BERELOCATED PER CDOT PLANS NEW CURBCUT PER CDOT STANDARDS 5' WIDE NEW SIDEWALK EXISTING SNOWMELTED ACCESSIBLE SIDEWALK TOREMAIN - (386 SF) REQUIRED FOR ACESIBILITY HUNTER STREET SIDEWALKREPLACED WITH NEW 6'SIDEWALK TO CODE EXISTING SNOW MELT(614 SF) EXISTING SNOWMELTREPLACED (ALREADYINSTALLED) (610 SF)4' WIDE SNOWMELTED PATHWAY(243 SF) REQUIRED FORACCESSIBILITY NEW SNOWMELT ONNEW STAIRS (84 SF)REQUIRED CHARLESCUNNIFFEARCHITECTS 610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557 cunniffe.com ST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COYou may elect to exemptaccessible routes from REMP.Routes leading to stairs are notaccessible routes, only the routefrom the public way to theaccessible entrance qualifies asan exempt-able accessibleroute. 8. S9.2 says the stair and connections will be by others. Provide a stamped design of these elements. done; submitted via email 05.16 9. Provide a new snowmelt plan to accurately reflect the new REMP worksheet and to reflect what is exempt (only the portion of the accessible route that is on property, not in the right of way). updated snowmelt plan submitted via email 05.16 Questions received via email on 11 June 2018; our responses in blue (28 June 2018)3 Hi Marina, It would be helpful to have a list of your responses to my comments. Ive attached the original comment letter and here's the list I sent you April 11 with new comments in red: 1. You've changed the occupant load of the ground floor meeting room from 110 to 237. Revise it back to 110 for the record set. Provide a separate drawing showing seating layout for the temporary use of the meeting room for church service with the increased occupant load. 2. Revise A1.2 to include insulation under all of the stair slab, not just some of it. 5. All the architectural stair detail sketches should be stamped by the architect (curved stair and entry porch). Indicate riser height of the curved stair on the drawing. Provide a letter requesting the non-compliant curved stair as an alternate method. Please stamp everything. ATTACHED Note the low occupant load served by the curved stair in your alternate request letter. ATTACHED 6. Stamp the roof assembly detail. 7. Dimension the height of the handrail and the lengths of the extensions on the porch stair sketch. Handrail height? ATTACHED 8. S9.2 says the stair and connections will be by others. Provide a stamped design of these elements. Provide a stamped design of the curved stair construction. 11. Provide a new snowmelt plan to accurately reflect the new REMP worksheet and to reflect what is exempt (only the portion of the accessible route that is on property, not in the right of way). Lets start over with the snowmelt: You have 1806 sqft of snowmelt existing (1064+742 right?). Enter that in existing. If you are tearing any up (even if it will be replaced), enter that in removed. Dont worry, you get credit for it. Any new snowmelt installed (even if it is replacing existing), enter in new (except for any snowmelt that is on an accessible route and on property-that is exempt) Any new snowmelt that is on an accessible route and on property, enter in new exempt We have included our stamped drawings as well as stamped details and a letter from our structural engineer regarding the stairs. Please clarify what else you need. Thanks! - 36.5" Page: SM 1.1 File Name: Combined Plans.pdf Subject: PlanCheck Author: nickt Color: You may elect to exempt accessible routes from REMP. Routes leading to stairs are not accessible routes, only the route from the public way to the accessible entrance qualifies as an exempt-able accessible route. UP EXISTING GARAGE EXISTING RECTORY EXISTING DRIVEWAY(GRASS PAVERS) EWALK ALL LILACS REMAIN COTTONWOOD MAY BERELOCATED PER CDOT PLANS NEW CURBCUT PER CDOT STANDARDS 5' WIDE NEW SIDEWALK EXISTING SNOWMELTED ACCESSIBLE SIDEWALK TOREMAIN - (386 SF) REQUIRED FOR ACESIBILITY HUNTER STREET SIDEWALKREPLACED WITH NEW 6'SIDEWALK TO CODE EXISTING SNOW MELT(614 SF) EXISTING SNOWMELTREPLACED (ALREADYINSTALLED) (610 SF)4' WIDE SNOWMELTED PATHWAY(243 SF) REQUIRED FORACCESSIBILITY NEW SNOWMELT ONNEW STAIRS (84 SF)REQUIRED CHARLESCUNNIFFEARCHITECTS 610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557 cunniffe.com ST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COYou may elect to exemptaccessible routes from REMP.Routes leading to stairs are notaccessible routes, only the routefrom the public way to theaccessible entrance qualifies asan exempt-able accessibleroute. 9. Provide a new snowmelt plan to accurately reflect the new REMP worksheet and to reflect what is exempt (only the portion of the accessible route that is on property, not in the right of way). Lets start over with the snowmelt: You have 1806 sqft of snowmelt existing (1064+742 right?). Enter that in existing. If you are tearing any up (even if it will be replaced), enter that in removed. Dont worry, you get credit for it. Any new snowmelt installed (even if it is replacing existing), enter in new (except for any snowmelt that is on an accessible route and on property-that is exempt) Any new snowmelt that is on an accessible route and on property, enter in new exempt this is what we have: ON PROPERTY: •Existing to remain: 614 SF •Existing exempt to remain: 386 SF •New (on stairs): 7.25 SF NOT ON PROPERTY: •Existing to be removed and replaced: 525 SF •Existing exempt to be removed and replaced: 243 SF •New (on stairs): 77 SF