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Home My WebLink AboutFile Documents.811 E Hopkins Ave.0108.2018 (2).ARBK0108-2018-ARBK_BuildingComments_1 Page: A0.00 COVER File Name: PLANS.pdf Subject: PlanCheck Author: nickt Color: Is this a single family building or are there are dwellings attached? If so, show the location of the other dwelling(s). PLANS.pdf (8) Page: A0.00 COVER File Name: PLANS.pdf Subject: PlanCheck Author: nickt Color: Special inspections are required per 2015 IBC 1704 for the structural steel welding and bolting. Revise your cover sheet, provide a signed special inspection agreement, and provide a statement of special inspections stamped by the engineer on the structural plans. Page: A0.00 COVER File Name: PLANS.pdf Subject: PlanCheck Author: nickt Color: Provide information on the fireplace alterations; demonstrate compliance with 2015 IRC chapter 10. Page: A0.00 COVER File Name: PLANS.pdf Subject: PlanCheck Author: nickt Color: Revise to 2017 NEC Page: A0.00 COVER File Name: PLANS.pdf Subject: PlanCheck Author: nickt Color: By covering outdoor space you are increasing the fire area. Provide fire area calculations of the entire building (see definition of fire area in 2015 IBC 202; it includes covered outdoor areas). If the entire building is greater than 5000sqft, fire sprinklers will be required due to this increase. Please discuss with the fire marshal. 81 1 E . H O P K I N S D E C K R E N O V A T I O N 81 1 E . H O P K I N S A V E . , A S P E N , C O FE L L M A N C O N D O S U B D I V I S I O N U N I T 1 PA R C E L I D # 2 7 3 7 1 8 2 0 8 0 3 1 KINS DECK RENOVATION PKINS AVE., ASPEN, CO ONDO SUBDIVISION UNIT 1 EL ID# 273718208031 Is this a single family building or are there are dwellings attached? If so, show the location of the other dwelling(s). PROJECT DIRECTORY: LIST OF DRAWINGS: SCOPE OF WORK: A.ALL DESIGN CRITERIA NOT SHOWN ON THESE PLANS ARE TO CONFORM TO STANDARD FRAMING PER LOCAL AND NATIONAL CODES.B.ALL INFORMATION CONTAINED WITHIN THESE DRAWINGS AND ALL ENGINEERING CALCULATIONS ARE INTENDED TO MEET OR EXCEED CURRENT LOCAL AND INTERNATIONAL CODES.C.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES AND REGULATIONS.D.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT, USING HIS/HER BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTIONMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.E.THE CONTRACTOR SHALL INSPECT THE PREMISES IMMEDIATELY TO CHECK EXISTING CONDITIONS. SHOULD THE CONTRACTOR FIND CONDITIONS WHICH HE/SHE BELIEVES WOULD IMPEDEHIS/HER WORK, THEN SUCH CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE OWNER AND ARCHITECT. FAILURE TO DO SO WILL CONSTITUTE NOTICE THAT THE CONTRACTOR ISFULLY SATISFIED WITH THE EXISTING CONDITIONS AND THAT HE/SHE INTENDS TO PERFORM HIS/HER OBLIGATIONS WITH NO ALLOWANCE EITHER IN TIME OR MONEY FOR ANY IMPEDIMENTTO HIS/HER WORK.F.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT THROUGH INSPECTION OF THE JOB SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THOROUGHLYUNDERSTAND THE WORK. ANY AND ALL DISCREPANCIES AND OMISSIONS SHALL BE REPORTED AND CLARIFICATION SHALL BE OBTAINED FROM THE OWNER AND ARCHITECT PRIOR TOWORK BEING DONE. IF DIMENSIONAL ERROR OCCURS OR CONDITIONS NOT COVERED IN THE DRAWINGS ARE ENCOUNTERED, CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORECOMMENCING THAT PORTION OF THE WORK. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS TO BEVERIFIED IN THE FIELD.G.THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR THE PROPER PROTECTION OF THE EXISTING FACILITY. THE CONTRACTOR SHALL IDENTIFY, PRIOR TO BEGINNING OF WORK,ANY AREAS OF EXISTING DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE TO PATCH AND REPAIR, AT HIS/HER OWN COST OF ANY DAMAGE TO THE PREMISES OR ADJACENT WORKCAUSED BY HIS/HER OPERATION OR THAT OF HIS/HER SUBCONTRACTORS OR SUPPLIERS. IN ADDITION, THE CONTRACTOR SHALL FOLLOW ALL SAFETY REQUIREMENTS OF AUTHORITIESHAVING JURISDICTION OVER HIS/HER WORK.H.THE CONTRACTOR SHALL GUARANTEE IN WRITING ALL LABOR, MATERIALS, AND WORKMANSHIP INSTALLED BY HIM/HER FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER DATE OFACCEPTANCE OF THE WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWING. SHOULD DEFECT OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED ATNO ADDITIONAL COST TO THE OWNER.I.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SITE IN A CLEAN AND SAFE CONDITION, INCLUDING PROPER REMOVAL OF WASTE MATERIAL. WASTE MATERIAL SHALL NOT BESTORED WITHIN OR NEAR BUILDING. DUMPSTERS PROVIDED FOR THE DISPOSAL OF WASTE MATERIAL SHALL BE REMOVED AWAY FROM THE BUILDING BUT MAY BE STORED ON SITE DAILY.J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL COMBUSTIBLE FLUIDS INCLUDING PAINT, PRIMERS, SEALERS, SOLVENTS AND ADHESIVES COMPLY, AND ARE BEING USED INACCORDANCE WITH THE PRODUCT MANUFACTURER'S WRITTEN INSTRUCTIONS. CONTRACTOR SHALL PROVIDE STORAGE FOR SUCH MATERIALS AWAY FROM THE BUILDING. USE OF THEBUILDING FOR SUCH STORAGE IS PROHIBITED.K.ALL WALLS CONTAINING WASTE LINES SHOULD BE CONSTRUCTED ARE REQUIRED TO ACCOMMODATE PLUMBING LINES.L.ALL ITEMS EXPRESSES, DRAWN, NOTED, OR SPECIFIED WITHIN THESE DOCUMENT SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. ANY ITEMS NOTINCLUDED AND REQUIRED ARE THE RESPONSIBILITY OF THE CONTRACTOR.M.CONTRACTOR IS RESPONSIBLE FOR FINAL CLEAN-UP OF ALL EXPOSED SURFACES AT SUBSTANTIAL COMPLETION. R. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METALFRAMING SYSTEM WHENEVER WALLS OR PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, CASEWORK, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK.N.IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THE PROJECT, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT IN WRITING.O.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TO PERFORM THE WORK. WHERE INSTALLATION AND/OR CONNECTION OF EQUIPMENT IS NOT SPECIFIED ANDWHERE SUCH INSTALLATION / CONNECTION REQUIRED FOR A COMPLETE AND OPERATIONAL FACILITY, THE CONTRACTOR SHALL BE HELP RESPONSIBLE FOR SUCH INSTALLATION /CONNECTION.P.ALL MATERIALS STORED ON SITE SHALL BE PROTECTED FROM WEATHER TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAYBE CAUSE FORREJECTION OF WORK.Q.ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAME SPREAD OF 25 OR BETTER AND A MAXIMUM SMOKE DENSITY OF 450 PER THE 2009 IBC, SECTION 719.3.R.SUBMITTALS SHALL BE DELIVERED TO THE ARCHITECT WITH A LETTER OF TRANSMITTAL. MATERIAL SELECTIONS AND PRODUCT INFORMATION SHALL BE SENT VIE EMAIL OR HARD COPY ASREQUIRED. SHOULD HARD COPIES BE PROVIDED CONTRACTOR IS TO PROVIDE 5 COPIES TO ARCHITECT FOR DISTRIBUTION. CONTRACTOR IS TO REVIEW SUBMITTALS AND SHOP DRAWINGSPRIOR TO SUBMITTING TO ARCHITECT, CONTRACTOR TO STAMP SUBMITTALS. ARCHITECT SHALL HAVE 7 BUSINESS DAYS TO REVIEW SUBMITTALS.S.ANY CHANGES OR QUESTIONS ON THE CONTRACT DRAWINGS SHALL BE PRESENTED AS AN RFI (REQUEST FOR INFORMATION).T.CHANGES TO THE CONTRACT DRAWINGS SHALL BE COMPLETED AS CHANGE ORDERS. CONTRACTOR TO PROVIDE A CHANGE ORDER REQUEST AND IS TO HAVE THE CHANGE ORDERSIGNED BY THE ARCHITECT, OWNER AND CONTRACTOR PRIOR TO COMMENCING WITH CHANGED WORK.U.ALL PRODUCT SHALL BE LOW V.O.C. AND ARE TO INCLUDE THE FOLLOWING ADHESIVES, PAINTS, PRIMERS, PLASTICS, LAMINATES, FLOORING, FRP, AND CEILINGS MATERIALS. ALL PRODUCTINSTALLED SHALL CONSIDER LEED CERTIFICATION REQUIREMENTS.V.ACCESSORIES FOR THE RESTROOM ARE PROVIDED AND INSTALLED BY THE CONTRACTOR. VERIFY ACCESSORIES WITH OWNER, PROVIDE BACKING AS NEEDED.W.ALL CONTRACTORS SHALL OBSERVE AN 8AM TO 5 PM WORK DAY. NO OUTDOOR MUSIC WILL BE PERMITTED DURING CONSTRUCTION ARCHITECTURAL DRAWINGS:A0.00 COVER SHEETA1.01 EXISTING AND PROPOSED SITE PLAN W/ UNIT RELATIONSHIPA1.02 EXISTING UPPER LEVEL PLANA1.03 EXISTING ROOF PLANA1.04 EXISTING ELEVATIONSA1.05 PROPOSED UPPER LEVEL PLANA1.06 PROPOSED ROOF PLANA1.07 PROPOSED ELEVATIONSA1.08 DOOR AND WINDOW SCHEDULEA1.09 DETAILSA1.10 DETAILS VICI OWNER:TOM FELLMAN809 NORTH 96 STOMAHA, NE 68114CONTACT: TOM FELLMANT: 402-290-9906THFELLMAN@AOL.COM ARCHITECT:RALLY DUPPS ARCHITECTPOB 3662ASPEN, CO 81612CONTACT: RALLY DUPPST: 720-481-7353rallydupps@gmail.com PERTINENT CODE EDITIONS: GENERAL PERMIT SUBMITTAL NOTES: 1. FIRE SPRINKLER SYSTEM NOT REQUIRED NFPA 13 D PER ORDINANCE 37, SERIES 20112. SPECIAL INSPECTIONS ARE NOT REQUIRED - REF. STRUCTURAL3. ALTERATIONS ARE PROPOSED TO EXISTING FIREPLACES4. THE PROPERTY IS NOT SUBJECT TO HPC APPROVAL5. THE PROPOSED SCOPE OF WORK DOES NOT REQUIRE HOA APPROVAL6. THE BUILDING IS CONSTRUCTION TYPE V-B7. OCCUPANCY IS TYPE IS R-3 SINGLE FAMILY RESIDENCE8. NEW SNOWMELT AREAS = 0 S.F.9. AREA SUBJECT TO RENOVATION = 623 S.F.10. NO FLOOR AREA IS PROPOSED TO BE ADDED TO THIS PERMIT11. LOT SIZE IS 6000 S.F. PER ASSESSOR12. PROVIDE CO DETECTORS PER CHAPTER 8.15 CARBON MONOXIDE DETECTORS GENERAL NOTES: OUR SCOPE OF WORK IS TO CONSTRUCT A ROOF OVER AND EXISTING EXTERIOR DECK, PLUS REPLACEMENT OF EXISTING DOORS AND WINDOWS WITH NEW UNITS OF AN HISTORICALLYDESIGNATED SINGLE FAMILY RESIDENCE LOCATED AT 811 E. HOPKINS AVE. IN ASPEN, CO. PROJECT VALUATION = $150,000S.F. OF WORK AREA = 321 S.F.UNIT 1 S.F. = 9486 S.F. PER ASSESSORLOT SIZE = 12,000 S.F. PER ASSESSOR (UNIT 1 = 9000 S.F.)DISTURBED AREA ON THE SITE PLAN = 0 S.F.S.F. OF LANDSCAPE WORK = 0 S.F.DEMOLISHED AREA = 0 S.FNEW S.F. = 0 S.F.S.F. OF PROPOSED ROOMS WITH UTILITY WORK = 0 S.F CITY OF ASPEN BUILDING CODES AS ADOPTED BY ORDINANCE 40, SERIES 2016: 2015 IBC, APPENDICES C: GROUP U - AGRICULTURAL BUILDINGS, E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS, I: PATIO COVERS, J: GRADING2015 IRC CHAPTERS 1-10, APPENDICES E: MANUFACTURED HOUSING USED AS DWELLINGS, F: RADON CONTROL METHODS, H: PATIO COVERS, J: EXISTING BUILDINGS AND STRUCTURES, K:SOUND TRANSMISSION, R: LIGHT STRAW-CLAY CONSTRUCTION, S: STRAWBALE CONSTRUCTION, U: SOLAR-READY PROVISIONS2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL FUEL GAS CODE2015 INTERNATIONAL EXISTING BUILDING CODE2015 INTERNATIONAL SWIMMING POOL AND SPA CODE2015 INTERNATIONAL SOLAR ENERGY PROVISIONSICC.A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES2014 NATIONAL ELECTRIC CODE2015 INTERNATIONAL ENERGY CONSERVATION CODE CLIMACTIC AND GEOGRAPHICAL DESIGN CRITERIA PER TABLE R301.2(1) GROUND SNOW LOAD: 100 PSFWIND SPEED / EXPOSURE CATEGORY: 89/BSEISMIC DESIGN CATEGORY: CWEATHERING: SEVEREFROST LINE DEPTH: 36"TERMITE: NONE TO SLIGHTDECAY: NONE TO SLIGHTWINTER DESIGN TEMP: -15 DEG. FSUMMER DESIGN TEMP: 82 DEG. FICE SHIELD UNDERLAYMENT REQUIRED: YESAIR FREEZING INDEX: 2000MEAN ANNUAL TEMPERATURE: 40 DEG. F FIXTURE COUNT: BATHTUB CLIMATE ZONE: 7FENESTRATION U FACTOR: 0.28 PER ASPEN RESOLUTION AND NOTE BSKYLIGHT U FACTOR: 0.55 PER NOTE BCEILING R VALUE: 49WOOD FRAME WALL R VALUE: 20+5 OR 13+10MASS WALL R VALUE: 19 / 21 PER NOTE IFLOOR R VALUE: 38 OR R-19 MIN. PER NOTE GBASEMENT WALL R VALUE: 15 / 19 PER NOTE CSLAB R VALUE AND DEPTH: 10, 4 FT, HEATED SLAB R-5 PER NOTE DCRAWL SPACE WALL R VALUE: 15 / 19 PER NOTE C 2015 IECC TABLE R402.1.2 FIXTURE TOILET LAVATORY (WASH BASIN) SHOWER KITCHEN SINK DISHWASHER LAUNDRY, BAR, UTILITY SINK CLOTHES WASHER FLOOR SINK FLOOR DRAIN WATER HEATER # GAS OUTLETS WATER TREATMENT OTHER - INDOOR POOL PROPOSED 11 EXISTING 11 6 14 7 2 6 5 0 0 3 1 1 PROPOSED STRUCTURAL ENGINEER:SGM ENGINEERS101 FOUNDERS PL # 102ASPEN, CO 81611CONTACT: MINDY NASTALT: 970-384-9053MindyN@sgm-inc.com ASBESTOS TEST:REI LABRESERVOIRS ENVIRONMENTAL LLCC/O HELPERS DISASTER RESTORATION LLC11 DUROUX LANEBASALT, CO 81621CONTACT: ANTHONY PISTONOT: 303-964-1986 STRUCTURAL DRAWINGS:S1 STRUCTURAL NOTES, FRAMING PLANS AND DETAILS CHANGE 1 6 811 E. HOPKINS DECK 811 E. HOPKINS AVE FELLMAN CONDO SUBD PARCEL ID# 2737 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GENERAL CONTRACTOR:GARRET CONSTRUCTION INC.3892 CRYSTAL BRIDGE DRIVECARBONDALE, CO 81623CONTACT: TODD CERRONET: 970-948-3695todd@garretconstruction.com 14 7 2 2 2 6 5 0 0 0 1 1 0 ARCHITECTURAL DRAWINGS:D1.01 DEMOLITION PLANZ1.01 ZONING SUMMARY AND APPROVALSZ1.02 DEMOLITION CALCULATIONSZ1.03 DEMOLITION CALCULATIONS Special inspections are required per2015 IBC 1704 for the structuralsteel welding and bolting. Reviseyour cover sheet, provide a signedspecial inspection agreement, andprovide a statement of special inspections stamped by theengineer on the structural plans. PROJECT DIRECTORY: LIST OF DRAWINGS: SCOPE OF WORK: WHERE SUCH INSTALLATION / CONNECTION REQUIRED FOR A COMPLETE AND OPERATIONAL FACILITY, THE CONTRACTOR SHALL BE HELP RESPONSIBLE FOR SUCH INSTALLATION /CONNECTION. P.ALL MATERIALS STORED ON SITE SHALL BE PROTECTED FROM WEATHER TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAYBE CAUSE FOR REJECTION OF WORK. Q.ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAME SPREAD OF 25 OR BETTER AND A MAXIMUM SMOKE DENSITY OF 450 PER THE 2009 IBC, SECTION 719.3.R.SUBMITTALS SHALL BE DELIVERED TO THE ARCHITECT WITH A LETTER OF TRANSMITTAL. MATERIAL SELECTIONS AND PRODUCT INFORMATION SHALL BE SENT VIE EMAIL OR HARD COPY A REQUIRED. SHOULD HARD COPIES BE PROVIDED CONTRACTOR IS TO PROVIDE 5 COPIES TO ARCHITECT FOR DISTRIBUTION. CONTRACTOR IS TO REVIEW SUBMITTALS AND SHOP DRAWING PRIOR TO SUBMITTING TO ARCHITECT, CONTRACTOR TO STAMP SUBMITTALS. ARCHITECT SHALL HAVE 7 BUSINESS DAYS TO REVIEW SUBMITTALS.S.ANY CHANGES OR QUESTIONS ON THE CONTRACT DRAWINGS SHALL BE PRESENTED AS AN RFI (REQUEST FOR INFORMATION). T.CHANGES TO THE CONTRACT DRAWINGS SHALL BE COMPLETED AS CHANGE ORDERS. CONTRACTOR TO PROVIDE A CHANGE ORDER REQUEST AND IS TO HAVE THE CHANGE ORDER SIGNED BY THE ARCHITECT, OWNER AND CONTRACTOR PRIOR TO COMMENCING WITH CHANGED WORK. U.ALL PRODUCT SHALL BE LOW V.O.C. AND ARE TO INCLUDE THE FOLLOWING ADHESIVES, PAINTS, PRIMERS, PLASTICS, LAMINATES, FLOORING, FRP, AND CEILINGS MATERIALS. ALL PRODUC INSTALLED SHALL CONSIDER LEED CERTIFICATION REQUIREMENTS. V.ACCESSORIES FOR THE RESTROOM ARE PROVIDED AND INSTALLED BY THE CONTRACTOR. VERIFY ACCESSORIES WITH OWNER, PROVIDE BACKING AS NEEDED. W.ALL CONTRACTORS SHALL OBSERVE AN 8AM TO 5 PM WORK DAY. NO OUTDOOR MUSIC WILL BE PERMITTED DURING CONSTRUCTION ARCHITECTURAL DRAWINGS: A0.00 COVER SHEETA1.01 EXISTING AND PROPOSED SITE PLAN W/ UNIT RELATIONSHIP A1.02 EXISTING UPPER LEVEL PLAN A1.03 EXISTING ROOF PLAN OWNER:TOM FELLMAN 809 NORTH 96 ST OMAHA, NE 68114 CONTACT: TOM FELLMANT: 402-290-9906THFELLMAN@AOL.COM ARCHITECT: RALLY DUPPS ARCHITECTPOB 3662 ASPEN, CO 81612 CONTACT: RALLY DUPPST: 720-481-7353rallydupps@gmail.com PERTINENT CODE EDITIONS: GENERAL PERMIT SUBMITTAL NOTES: 1. FIRE SPRINKLER SYSTEM NOT REQUIRED NFPA 13 D PER ORDINANCE 37, SERIES 20112. SPECIAL INSPECTIONS ARE NOT REQUIRED - REF. STRUCTURAL3. ALTERATIONS ARE PROPOSED TO EXISTING FIREPLACES 4. THE PROPERTY IS NOT SUBJECT TO HPC APPROVAL 5. THE PROPOSED SCOPE OF WORK DOES NOT REQUIRE HOA APPROVAL6. THE BUILDING IS CONSTRUCTION TYPE V-B 7. OCCUPANCY IS TYPE IS R-3 SINGLE FAMILY RESIDENCE 8. NEW SNOWMELT AREAS = 0 S.F. 9. AREA SUBJECT TO RENOVATION = 623 S.F.10. NO FLOOR AREA IS PROPOSED TO BE ADDED TO THIS PERMIT 11. LOT SIZE IS 6000 S.F. PER ASSESSOR 12. PROVIDE CO DETECTORS PER CHAPTER 8.15 CARBON MONOXIDE DETECTORS OUR SCOPE OF WORK IS TO CONSTRUCT A ROOF OVER AND EXISTING EXTERIOR DECK, PLUS REPLACEMENT OF EXISTING DOORS AND WINDOWS WITH NEW UNITS OF AN HISTORICALLYDESIGNATED SINGLE FAMILY RESIDENCE LOCATED AT 811 E. HOPKINS AVE. IN ASPEN, CO. PROJECT VALUATION = $150,000S.F. OF WORK AREA = 321 S.F. UNIT 1 S.F. = 9486 S.F. PER ASSESSOR LOT SIZE = 12,000 S.F. PER ASSESSOR (UNIT 1 = 9000 S.F.) DISTURBED AREA ON THE SITE PLAN = 0 S.F.S.F. OF LANDSCAPE WORK = 0 S.F. DEMOLISHED AREA = 0 S.F NEW S.F. = 0 S.F. S.F. OF PROPOSED ROOMS WITH UTILITY WORK = 0 S.F CITY OF ASPEN BUILDING CODES AS ADOPTED BY ORDINANCE 40, SERIES 2016: 2015 IBC, APPENDICES C: GROUP U - AGRICULTURAL BUILDINGS, E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS, I: PATIO COVERS, J: GRADING 2015 IRC CHAPTERS 1-10, APPENDICES E: MANUFACTURED HOUSING USED AS DWELLINGS, F: RADON CONTROL METHODS, H: PATIO COVERS, J: EXISTING BUILDINGS AND STRUCTURES, K: SOUND TRANSMISSION, R: LIGHT STRAW-CLAY CONSTRUCTION, S: STRAWBALE CONSTRUCTION, U: SOLAR-READY PROVISIONS 2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL SWIMMING POOL AND SPA CODE2015 INTERNATIONAL SOLAR ENERGY PROVISIONS ICC.A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE STRUCTURAL ENGINEER:SGM ENGINEERS 101 FOUNDERS PL # 102 ASPEN, CO 81611CONTACT: MINDY NASTALT: 970-384-9053 MindyN@sgm-inc.com ASBESTOS TEST: REI LAB RESERVOIRS ENVIRONMENTAL LLCC/O HELPERS DISASTER RESTORATION LLC 11 DUROUX LANE BASALT, CO 81621 CONTACT: ANTHONY PISTONOT: 303-964-1986 STRUCTURAL DRAWINGS: S1 STRUCTURAL NOTES, FRAMING PLANS AND DET GENERAL CONTRACTOR:GARRET CONSTRUCTION INC. 3892 CRYSTAL BRIDGE DRIVE CARBONDALE, CO 81623 CONTACT: TODD CERRONET: 970-948-3695 todd@garretconstruction.com ARCHITECTURAL DRAWINGS: D1.01 DEMOLITION PLANZ1.01 ZONING SUMMARY AND APPROVALS Z1.02 DEMOLITION CALCULATIONS Z1.03 DEMOLITION CALCULATIONS Provide information on the fireplace alterations; demonstrate compliance with 2015 IRC chapter 10. PROJECT DIRECTORY: O.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TO PERFORM THE WORK. WHERE INSTALLATION AND/OR CONNECTION OF EQUIP WHERE SUCH INSTALLATION / CONNECTION REQUIRED FOR A COMPLETE AND OPERATIONAL FACILITY, THE CONTRACTOR SHALL BE HELP RESPONSIBLE FOR S CONNECTION. P.ALL MATERIALS STORED ON SITE SHALL BE PROTECTED FROM WEATHER TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECT MATER REJECTION OF WORK. Q.ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAME SPREAD OF 25 OR BETTER AND A MAXIMUM SMOKE DENSITY OF 450 PER THE R.SUBMITTALS SHALL BE DELIVERED TO THE ARCHITECT WITH A LETTER OF TRANSMITTAL. MATERIAL SELECTIONS AND PRODUCT INFORMATION SHALL BE SENT REQUIRED. SHOULD HARD COPIES BE PROVIDED CONTRACTOR IS TO PROVIDE 5 COPIES TO ARCHITECT FOR DISTRIBUTION. CONTRACTOR IS TO REVIEW SUBMI PRIOR TO SUBMITTING TO ARCHITECT, CONTRACTOR TO STAMP SUBMITTALS. ARCHITECT SHALL HAVE 7 BUSINESS DAYS TO REVIEW SUBMITTALS. S.ANY CHANGES OR QUESTIONS ON THE CONTRACT DRAWINGS SHALL BE PRESENTED AS AN RFI (REQUEST FOR INFORMATION). T.CHANGES TO THE CONTRACT DRAWINGS SHALL BE COMPLETED AS CHANGE ORDERS. CONTRACTOR TO PROVIDE A CHANGE ORDER REQUEST AND IS TO HAVE SIGNED BY THE ARCHITECT, OWNER AND CONTRACTOR PRIOR TO COMMENCING WITH CHANGED WORK. U.ALL PRODUCT SHALL BE LOW V.O.C. AND ARE TO INCLUDE THE FOLLOWING ADHESIVES, PAINTS, PRIMERS, PLASTICS, LAMINATES, FLOORING, FRP, AND CEILING INSTALLED SHALL CONSIDER LEED CERTIFICATION REQUIREMENTS. V.ACCESSORIES FOR THE RESTROOM ARE PROVIDED AND INSTALLED BY THE CONTRACTOR. VERIFY ACCESSORIES WITH OWNER, PROVIDE BACKING AS NEEDED W.ALL CONTRACTORS SHALL OBSERVE AN 8AM TO 5 PM WORK DAY. NO OUTDOOR MUSIC WILL BE PERMITTED DURING CONSTRUCTION OWNER: TOM FELLMAN 809 NORTH 96 ST OMAHA, NE 68114 CONTACT: TOM FELLMAN T: 402-290-9906 THFELLMAN@AOL.COM PERTINENT CODE EDITIONS: GENERAL PERMIT SUBMITTAL NOTES: 1. FIRE SPRINKLER SYSTEM NOT REQUIRED NFPA 13 D PER ORDINANCE 37, SERIES 2011 2. SPECIAL INSPECTIONS ARE NOT REQUIRED - REF. STRUCTURAL 3. ALTERATIONS ARE PROPOSED TO EXISTING FIREPLACES 4. THE PROPERTY IS NOT SUBJECT TO HPC APPROVAL 5. THE PROPOSED SCOPE OF WORK DOES NOT REQUIRE HOA APPROVAL 6. THE BUILDING IS CONSTRUCTION TYPE V-B 7. OCCUPANCY IS TYPE IS R-3 SINGLE FAMILY RESIDENCE 8. NEW SNOWMELT AREAS = 0 S.F. 9. AREA SUBJECT TO RENOVATION = 623 S.F. 10. NO FLOOR AREA IS PROPOSED TO BE ADDED TO THIS PERMIT 11. LOT SIZE IS 6000 S.F. PER ASSESSOR 12. PROVIDE CO DETECTORS PER CHAPTER 8.15 CARBON MONOXIDE DETECTORS CITY OF ASPEN BUILDING CODES AS ADOPTED BY ORDINANCE 40, SERIES 2016: 2015 IBC, APPENDICES C: GROUP U - AGRICULTURAL BUILDINGS, E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS, I: PATIO COVERS, J: GRADING 2015 IRC CHAPTERS 1-10, APPENDICES E: MANUFACTURED HOUSING USED AS DWELLINGS, F: RADON CONTROL METHODS, H: PATIO COVERS, J: EXISTING BUILDINGS SOUND TRANSMISSION, R: LIGHT STRAW-CLAY CONSTRUCTION, S: STRAWBALE CONSTRUCTION, U: SOLAR-READY PROVISIONS 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL SWIMMING POOL AND SPA CODE 2015 INTERNATIONAL SOLAR ENERGY PROVISIONS ICC.A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE STRUCTURAL ENGINEER: SGM ENGINEERS 101 FOUNDERS PL # 102 ASPEN, CO 81611 CONTACT: MINDY NASTAL T: 970-384-9053 MindyN@sgm-inc.com Revise to 2017 NEC PROJECT DIRECTORY: LIST OF DRAWINGS: SCOPE OF WORK: A.ALL DESIGN CRITERIA NOT SHOWN ON THESE PLANS ARE TO CONFORM TO STANDARD FRAMING PER LOCAL AND NATIONAL CODES.B.ALL INFORMATION CONTAINED WITHIN THESE DRAWINGS AND ALL ENGINEERING CALCULATIONS ARE INTENDED TO MEET OR EXCEED CURRENT LOCAL AND INTERNATIONAL CODES.C.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES AND REGULATIONS.D.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT, USING HIS/HER BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTIONMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.E.THE CONTRACTOR SHALL INSPECT THE PREMISES IMMEDIATELY TO CHECK EXISTING CONDITIONS. SHOULD THE CONTRACTOR FIND CONDITIONS WHICH HE/SHE BELIEVES WOULD IMPEDEHIS/HER WORK, THEN SUCH CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE OWNER AND ARCHITECT. FAILURE TO DO SO WILL CONSTITUTE NOTICE THAT THE CONTRACTOR ISFULLY SATISFIED WITH THE EXISTING CONDITIONS AND THAT HE/SHE INTENDS TO PERFORM HIS/HER OBLIGATIONS WITH NO ALLOWANCE EITHER IN TIME OR MONEY FOR ANY IMPEDIMENTTO HIS/HER WORK.F.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT THROUGH INSPECTION OF THE JOB SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THOROUGHLYUNDERSTAND THE WORK. ANY AND ALL DISCREPANCIES AND OMISSIONS SHALL BE REPORTED AND CLARIFICATION SHALL BE OBTAINED FROM THE OWNER AND ARCHITECT PRIOR TOWORK BEING DONE. IF DIMENSIONAL ERROR OCCURS OR CONDITIONS NOT COVERED IN THE DRAWINGS ARE ENCOUNTERED, CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORECOMMENCING THAT PORTION OF THE WORK. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS TO BEVERIFIED IN THE FIELD.G.THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR THE PROPER PROTECTION OF THE EXISTING FACILITY. THE CONTRACTOR SHALL IDENTIFY, PRIOR TO BEGINNING OF WORK,ANY AREAS OF EXISTING DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE TO PATCH AND REPAIR, AT HIS/HER OWN COST OF ANY DAMAGE TO THE PREMISES OR ADJACENT WORKCAUSED BY HIS/HER OPERATION OR THAT OF HIS/HER SUBCONTRACTORS OR SUPPLIERS. IN ADDITION, THE CONTRACTOR SHALL FOLLOW ALL SAFETY REQUIREMENTS OF AUTHORITIESHAVING JURISDICTION OVER HIS/HER WORK.H.THE CONTRACTOR SHALL GUARANTEE IN WRITING ALL LABOR, MATERIALS, AND WORKMANSHIP INSTALLED BY HIM/HER FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER DATE OFACCEPTANCE OF THE WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWING. SHOULD DEFECT OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED ATNO ADDITIONAL COST TO THE OWNER.I.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SITE IN A CLEAN AND SAFE CONDITION, INCLUDING PROPER REMOVAL OF WASTE MATERIAL. WASTE MATERIAL SHALL NOT BESTORED WITHIN OR NEAR BUILDING. DUMPSTERS PROVIDED FOR THE DISPOSAL OF WASTE MATERIAL SHALL BE REMOVED AWAY FROM THE BUILDING BUT MAY BE STORED ON SITE DAILY.J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL COMBUSTIBLE FLUIDS INCLUDING PAINT, PRIMERS, SEALERS, SOLVENTS AND ADHESIVES COMPLY, AND ARE BEING USED INACCORDANCE WITH THE PRODUCT MANUFACTURER'S WRITTEN INSTRUCTIONS. CONTRACTOR SHALL PROVIDE STORAGE FOR SUCH MATERIALS AWAY FROM THE BUILDING. USE OF THEBUILDING FOR SUCH STORAGE IS PROHIBITED.K.ALL WALLS CONTAINING WASTE LINES SHOULD BE CONSTRUCTED ARE REQUIRED TO ACCOMMODATE PLUMBING LINES.L.ALL ITEMS EXPRESSES, DRAWN, NOTED, OR SPECIFIED WITHIN THESE DOCUMENT SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. ANY ITEMS NOTINCLUDED AND REQUIRED ARE THE RESPONSIBILITY OF THE CONTRACTOR.M.CONTRACTOR IS RESPONSIBLE FOR FINAL CLEAN-UP OF ALL EXPOSED SURFACES AT SUBSTANTIAL COMPLETION. R. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METALFRAMING SYSTEM WHENEVER WALLS OR PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, CASEWORK, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK.N.IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THE PROJECT, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT IN WRITING.O.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TO PERFORM THE WORK. WHERE INSTALLATION AND/OR CONNECTION OF EQUIPMENT IS NOT SPECIFIED ANDWHERE SUCH INSTALLATION / CONNECTION REQUIRED FOR A COMPLETE AND OPERATIONAL FACILITY, THE CONTRACTOR SHALL BE HELP RESPONSIBLE FOR SUCH INSTALLATION /CONNECTION.P.ALL MATERIALS STORED ON SITE SHALL BE PROTECTED FROM WEATHER TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAYBE CAUSE FORREJECTION OF WORK.Q.ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAME SPREAD OF 25 OR BETTER AND A MAXIMUM SMOKE DENSITY OF 450 PER THE 2009 IBC, SECTION 719.3.R.SUBMITTALS SHALL BE DELIVERED TO THE ARCHITECT WITH A LETTER OF TRANSMITTAL. MATERIAL SELECTIONS AND PRODUCT INFORMATION SHALL BE SENT VIE EMAIL OR HARD COPY ASREQUIRED. SHOULD HARD COPIES BE PROVIDED CONTRACTOR IS TO PROVIDE 5 COPIES TO ARCHITECT FOR DISTRIBUTION. CONTRACTOR IS TO REVIEW SUBMITTALS AND SHOP DRAWINGSPRIOR TO SUBMITTING TO ARCHITECT, CONTRACTOR TO STAMP SUBMITTALS. ARCHITECT SHALL HAVE 7 BUSINESS DAYS TO REVIEW SUBMITTALS.S.ANY CHANGES OR QUESTIONS ON THE CONTRACT DRAWINGS SHALL BE PRESENTED AS AN RFI (REQUEST FOR INFORMATION).T.CHANGES TO THE CONTRACT DRAWINGS SHALL BE COMPLETED AS CHANGE ORDERS. CONTRACTOR TO PROVIDE A CHANGE ORDER REQUEST AND IS TO HAVE THE CHANGE ORDERSIGNED BY THE ARCHITECT, OWNER AND CONTRACTOR PRIOR TO COMMENCING WITH CHANGED WORK.U.ALL PRODUCT SHALL BE LOW V.O.C. AND ARE TO INCLUDE THE FOLLOWING ADHESIVES, PAINTS, PRIMERS, PLASTICS, LAMINATES, FLOORING, FRP, AND CEILINGS MATERIALS. ALL PRODUCTINSTALLED SHALL CONSIDER LEED CERTIFICATION REQUIREMENTS.V.ACCESSORIES FOR THE RESTROOM ARE PROVIDED AND INSTALLED BY THE CONTRACTOR. VERIFY ACCESSORIES WITH OWNER, PROVIDE BACKING AS NEEDED.W.ALL CONTRACTORS SHALL OBSERVE AN 8AM TO 5 PM WORK DAY. NO OUTDOOR MUSIC WILL BE PERMITTED DURING CONSTRUCTION ARCHITECTURAL DRAWINGS:A0.00 COVER SHEETA1.01 EXISTING AND PROPOSED SITE PLAN W/ UNIT RELATIONSHIPA1.02 EXISTING UPPER LEVEL PLANA1.03 EXISTING ROOF PLANA1.04 EXISTING ELEVATIONSA1.05 PROPOSED UPPER LEVEL PLANA1.06 PROPOSED ROOF PLANA1.07 PROPOSED ELEVATIONSA1.08 DOOR AND WINDOW SCHEDULEA1.09 DETAILSA1.10 DETAILS VICINITY MAP: OWNER:TOM FELLMAN809 NORTH 96 STOMAHA, NE 68114CONTACT: TOM FELLMANT: 402-290-9906THFELLMAN@AOL.COM ARCHITECT:RALLY DUPPS ARCHITECTPOB 3662ASPEN, CO 81612CONTACT: RALLY DUPPST: 720-481-7353rallydupps@gmail.com PERTINENT CODE EDITIONS: GENERAL PERMIT SUBMITTAL NOTES: 1. FIRE SPRINKLER SYSTEM NOT REQUIRED NFPA 13 D PER ORDINANCE 37, SERIES 20112. SPECIAL INSPECTIONS ARE NOT REQUIRED - REF. STRUCTURAL3. ALTERATIONS ARE PROPOSED TO EXISTING FIREPLACES4. THE PROPERTY IS NOT SUBJECT TO HPC APPROVAL5. THE PROPOSED SCOPE OF WORK DOES NOT REQUIRE HOA APPROVAL6. THE BUILDING IS CONSTRUCTION TYPE V-B7. OCCUPANCY IS TYPE IS R-3 SINGLE FAMILY RESIDENCE8. NEW SNOWMELT AREAS = 0 S.F.9. AREA SUBJECT TO RENOVATION = 623 S.F.10. NO FLOOR AREA IS PROPOSED TO BE ADDED TO THIS PERMIT11. LOT SIZE IS 6000 S.F. PER ASSESSOR12. PROVIDE CO DETECTORS PER CHAPTER 8.15 CARBON MONOXIDE DETECTORS GENERAL NOTES: OUR SCOPE OF WORK IS TO CONSTRUCT A ROOF OVER AND EXISTING EXTERIOR DECK, PLUS REPLACEMENT OF EXISTING DOORS AND WINDOWS WITH NEW UNITS OF AN HISTORICALLYDESIGNATED SINGLE FAMILY RESIDENCE LOCATED AT 811 E. HOPKINS AVE. IN ASPEN, CO. PROJECT VALUATION = $150,000S.F. OF WORK AREA = 321 S.F.UNIT 1 S.F. = 9486 S.F. PER ASSESSORLOT SIZE = 12,000 S.F. PER ASSESSOR (UNIT 1 = 9000 S.F.)DISTURBED AREA ON THE SITE PLAN = 0 S.F.S.F. OF LANDSCAPE WORK = 0 S.F.DEMOLISHED AREA = 0 S.FNEW S.F. = 0 S.F.S.F. OF PROPOSED ROOMS WITH UTILITY WORK = 0 S.F CITY OF ASPEN BUILDING CODES AS ADOPTED BY ORDINANCE 40, SERIES 2016: 2015 IBC, APPENDICES C: GROUP U - AGRICULTURAL BUILDINGS, E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS, I: PATIO COVERS, J: GRADING2015 IRC CHAPTERS 1-10, APPENDICES E: MANUFACTURED HOUSING USED AS DWELLINGS, F: RADON CONTROL METHODS, H: PATIO COVERS, J: EXISTING BUILDINGS AND STRUCTURES, K:SOUND TRANSMISSION, R: LIGHT STRAW-CLAY CONSTRUCTION, S: STRAWBALE CONSTRUCTION, U: SOLAR-READY PROVISIONS2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL FUEL GAS CODE2015 INTERNATIONAL EXISTING BUILDING CODE2015 INTERNATIONAL SWIMMING POOL AND SPA CODE2015 INTERNATIONAL SOLAR ENERGY PROVISIONSICC.A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES2014 NATIONAL ELECTRIC CODE2015 INTERNATIONAL ENERGY CONSERVATION CODE CLIMACTIC AND GEOGRAPHICAL DESIGN CRITERIA PER TABLE R301.2(1) GROUND SNOW LOAD: 100 PSFWIND SPEED / EXPOSURE CATEGORY: 89/BSEISMIC DESIGN CATEGORY: CWEATHERING: SEVEREFROST LINE DEPTH: 36"TERMITE: NONE TO SLIGHTDECAY: NONE TO SLIGHTWINTER DESIGN TEMP: -15 DEG. FSUMMER DESIGN TEMP: 82 DEG. FICE SHIELD UNDERLAYMENT REQUIRED: YESAIR FREEZING INDEX: 2000MEAN ANNUAL TEMPERATURE: 40 DEG. F FIXTURE COUNT: BATHTUB CLIMATE ZONE: 7FENESTRATION U FACTOR: 0.28 PER ASPEN RESOLUTION AND NOTE BSKYLIGHT U FACTOR: 0.55 PER NOTE BCEILING R VALUE: 49WOOD FRAME WALL R VALUE: 20+5 OR 13+10MASS WALL R VALUE: 19 / 21 PER NOTE IFLOOR R VALUE: 38 OR R-19 MIN. PER NOTE GBASEMENT WALL R VALUE: 15 / 19 PER NOTE CSLAB R VALUE AND DEPTH: 10, 4 FT, HEATED SLAB R-5 PER NOTE DCRAWL SPACE WALL R VALUE: 15 / 19 PER NOTE C 2015 IECC TABLE R402.1.2 FIXTURE TOILET LAVATORY (WASH BASIN) SHOWER KITCHEN SINK DISHWASHER LAUNDRY, BAR, UTILITY SINK CLOTHES WASHER FLOOR SINK FLOOR DRAIN WATER HEATER # GAS OUTLETS WATER TREATMENT OTHER - INDOOR POOL PROPOSED 11 EXISTING 11 6 14 7 2 6 5 0 0 3 1 1 PROPOSED STRUCTURAL ENGINEER:SGM ENGINEERS101 FOUNDERS PL # 102ASPEN, CO 81611CONTACT: MINDY NASTALT: 970-384-9053MindyN@sgm-inc.com ASBESTOS TEST:REI LABRESERVOIRS ENVIRONMENTAL LLCC/O HELPERS DISASTER RESTORATION LLC11 DUROUX LANEBASALT, CO 81621CONTACT: ANTHONY PISTONOT: 303-964-1986 STRUCTURAL DRAWINGS:S1 STRUCTURAL NOTES, FRAMING PLANS AND DETAILS CHANGE 1 6 811 E. HOPKINS DECK REN 811 E. HOPKINS AVE., AS FELLMAN CONDO SUBDIVIS PARCEL ID# 2737182 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GENERAL CONTRACTOR:GARRET CONSTRUCTION INC.3892 CRYSTAL BRIDGE DRIVECARBONDALE, CO 81623CONTACT: TODD CERRONET: 970-948-3695todd@garretconstruction.com 14 7 2 2 2 6 5 0 0 0 1 1 0 ARCHITECTURAL DRAWINGS:D1.01 DEMOLITION PLANZ1.01 ZONING SUMMARY AND APPROVALSZ1.02 DEMOLITION CALCULATIONSZ1.03 DEMOLITION CALCULATIONS By covering outdoor space youare increasing the fire area.Provide fire area calculations ofthe entire building (see definitionof fire area in 2015 IBC 202; itincludes covered outdoor areas).If the entire building is greaterthan 5000sqft, fire sprinklers willbe required due to this increase.Please discuss with the firemarshal. 08/09/18 Page: A1.06 PROPOSED ROOF PLAN File Name: PLANS.pdf Subject: Heat tape Author: nickt Color: Heat trace/tape must be self-regulating type cable and must include automatic controls and timer capable of turning off the system when the outdoor temperature is above 50 degrees and during daylight hours. (Ordinance 40, 2016). Page: A1.06 PROPOSED ROOF PLAN File Name: PLANS.pdf Subject: PlanCheck Author: nickt Color: Provide a snowfence at the bottom of the roof pitch where it sheds over the window well below (Ordinance 40, 2016). Page: A1.08 DOOR AND WINDOW SCHEDULE File Name: PLANS.pdf Subject: skylight Author: nickt Color: For the skylight, provide the thickness of the polyvinyl butyral interlayer (minimum 30-mil per 2015 IRC R308.6). S M OF OW INTERNAL GUTTER TO METAL DOWNSPOUT DRAIN TO EXISTING TRENCH DRAIN SL O P E 1/ 4 " : 1 2 " M I N . SLOPE MATCH SLOPE EXISTING MATCHEXISTING MEMBRANE ROOF W/ SNOWMELT SNOW FENCE WITH SNOW CLIPS AND SNOWMELT SNOW FENCE WITH SNOW CLIPS AND SNOWMELT SN O W F E N C E SN O W F E N C E RE F . M F G RE F . M F G NORTH PROPOSED ROOF PLAN1 A1.06 1/4" = 1'-0" Heat trace/tape must be self-regulating type cable and must include automatic controls and timer capable of turning off the system when the outdoor temperature is above 50 degrees and during daylight hours. (Ordinance 40, 2016). AIA INDUSTRIES RIDGE SKYLIGHT SYSTEM DASHED LINE OFLEVEL BLOW METAL GUTTER TO METAL DOWNSPOUT DRAIN TO EXISTING TRENCH DRAIN INTERNAL GUTTER TO METAL DOWNSPOUT DRAIN TO EXISTING TRENCH DRAIN SL O P E 1/4 " : 1 2 " M I N . SLOPE MATCH SLOPE EXISTING MATCHEXISTING MEMBRANE ROOF W/ SNOWMELT SNOW FENCE WITH SNOW CLIPS AND SNOWMELT SNOW FENCE WITH SNOW CLIPS AND SNOWMELT SN O W F E N C E SN O W F E N C E RE F . M F G RE F . M F G SNOW FENCE SUPPORT AT ROOF RIDGE- REF. DETAILS EXTENT OF AFFECTED AREA Provide a snowfence at the bottom of the roof pitch where it sheds over the window well below (Ordinance 40, 2016). RED BY BUILDING CODE, ENERGY CODE OW ASSEMBLIES WITH ARCHITECT AND WINDOW REP. THE D UNIT OPENINGS ARE TO BE VERIFIED IN FIELD BY AFTER MODIFIED, OR NEW OPENINGS. TURAL BUILDING ELEVATIONS. THESE ARE TO BE ARE MEASURED FROM INTERIOR FINISH FLOOR LEVELS TO ON BARRIER AROUND WALLS OF ENTIRE STRUCTURE, WITH FILTRATION BARRIER. USE BUILDING WRAP AS BASE LAYER Y FROM HEADER. INSTALL METAL FLASHING PAN AT WINDOW N THE FRAME AND WALL ROUGH OPENINGS AROUND ALL E BRUSHED NICKEL OR EQUIVALENT, EUROPEAN STYLE RE TO BE SIZED PER IRC. ALL WINDOWS LOCATED WITHIN NGINEERED WOOD OR STEEL. DOORS TO INCLUDE TRACKING VITY POCKET. MOUNTED DOOR PULL. ONTRACTOR TO SPECIFY WHICH TYPE OF SAFETY GLASS IS 01 (EXTERIOR, TRIPLE) SLIDING DOOR STYLE TBD MFG. TBD REF. PLANS FOR OPERATION EXT. DOOR AND WINDOW U FACTOR: ALL NEW DOORS AND WINDOWS = 0.28 MIN SKYLIGHT = 0.55 MIN ENERGY CODE INTERIOR REMODEL GENERAL NOTES: 1. ENERGY EFFICIENCY U VALUES PER 2015 IECC TABLE R402.1.2 FOR CLIMATE ZONE 7 2. SKYLIGHT GLASS FOR UNITS LOCATED OVER HEATED AREAS IS TO BE DOUBLE PANE LOW E LAMINATED GLASS WITH ELECTRONICALLY OPERATED BLIND 9'- 0 " 9'- 0 " 02 (EXTERIOR, DOUBLE) SLIDING DOOR STYLE TBD MFG. TBD REF. PLANS FOR OPERATION FIXED For the skylight, provide the thickness of the polyvinyl butyral interlayer (minimum 30-mil per 2015 IRC R308.6). 08/09/18