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HomeMy WebLinkAboutFile Documents.975 Chatfield Rd.0224.2017.ARBK0224-2017-ARBK_BuildingComments_1 Page: 1-COVER File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: PlanCheck Author: nickt Color: Provide fire area floor plans measuring the fire area of the building. Fire area, as defined by 2015 IBC section 202, is measured to the inside of exterior walls but also includes exterior usable areas that are covered. If the total is 5000sqft or greater, a fire sprinkler system will be required. PlanSet.975 Chatfield Rd.2017.09.ID.pdf (13) Page: 1-COVER File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: PlanCheck Author: nickt Color: Revise the cover sheet to remove the Pitkin County Efficient Building Code and to change the National Electric Code to 2017. What is the 2015 IECC newsletter pdf? Page: G.03 File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: PlanCheck Author: nickt Color: Revise the window and door schedules to note the U factors (0.28 max, Ordinance 40, 2016). Page: G.03 File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: Safety Glazing windows Author: nickt Color: Revise the floor plans, elevations, or window schedule to note which windows must be safety glazed per 2015 IRC R308.4. The following windows should be safety glazed: V, Q, R, P1, P2, J, E, F, G1. Page: G.06 File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: PlanCheck Author: nickt Color: Detail the new cable railings. Provide the overall height (36" min.) and provide the on center spacing, guage, and tightness required to not allow the cables to deflect to allow a 4" sphere to pass when a 200lb point load is applied. 2015 IRC R301.5 & R312 NOTES: PROJECT ISSUANCES DRAWING PHASE: PROJECT NO. © 2017 COPYRIGHT MATTER INTERIORS, LLC SCALE:DRAWN BY: ISSUED FOR DATENO. BERNSTENRESIDENCE 975 Chatfield RdAspen, CO 81611 NCH DESIGN, LLC DBAMATTER INTERIORS, LLCPO BOX 1045, ASPEN, CO 81612970-379-5401WWW.MATTERINTERIOIRS.COMBUSINESS LICENSE 12685 GENERAL SCOPE NOTES: DRAWINGS AND SPECIFICATIONS DESCRIBES THEGENERAL SCOPE OF THE PROJECT AND DESIGNCONCEPT IN TERMS OF THE INTERIOR DESIGN,ARCHITECTURAL, MECHANICAL, ELECTRICAL, ANDPLUMBING SYSTEMS. THESE DOCUMENTS DO NOTNECESSARILY INDICATE OR DESCRIBE ALL OF THE WORKREQUIRED FOR THE FULL PERFORMANCE ANDCOMPLETION OF THE REQUIREMENTS OF THE CONTRACT.ON THE BASIS OF THE SCOPE INDICATED, DESCRIBED ORINFERRED, THE CONTRACTOR SHALL DETERMINE ANDINCLUDE IN THE PROPOSALS ALL ITEMS NECESSARY TOPROVIDE THE PROPER EXECUTION AND COMPLETION OFTHE WORK. GENERAL NOTES:1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TOCONSTRUCTION AND/OR FABRICATION. ARCH-D [24"X36"] SHEET DATE 4 3 2 1 4 3 2 1 A B C D GENERAL CONTRACTOR: PLANNING APPROVALS N BUILDING INFORMATION SQUARE FOOTAGESBASEMENT LEVELLOWER LEVELMAIN LEVELUPPER LEVELGARAGE (750 exempt)PATIO/DECKS/BALCONIES (873 exempt, on grade or roofdeck) 785 SQ.FT.858 SQ.FT.2,387 SQ.FT.534 SQ.FT. 458 SQ.FT. ENERGY CODE INFORMATION USING PRESCRIPTIVE ALTERNATIVE; ALL NEW WORK TO MEET REQUIREMENTS OF TABLE 402.1.1 COVER SHEET 1-COVER 1. WORK IN PROGRESS 06.27.2017 ATION CHECKLIST FOR RESIDENTIAL ALTERATIONS REQUIRED DESCRIPTION ●1. EXISTING SQ. FT.2. PERMIT WORK AREA SQ. FT.3. CONTRACTOR INFO●BY GC ●BY GC & OWNER:ACKNOWLEDGEMENTCOST OF CONSTRUCTION FORM ●16 DIVISION FORMATESTIMATE OF TOTAL JOB COST INCLUDINGCONTRACTOR FEE AND LIABILITYRECEIPTIF SUBJECT PROPERTY IS WITHIN THE CITY OF ASPEN WATER SERVICEAREA, A RECEIPT AS WELL AS THE APPROVED PLAN SET, IS REQUIRED ATPRE-SUBMITTAL. CONTACT THE CITY ENGINEERING DEPARTMENT TOOBTAIN REQUIRED FEE INFORMATIONN/A / EXISTING BUILDING NO CHANGES TO SITE N/A / EXISTING BUILDING NO CHANGES TO SITE N/A / EXISTING BUILDING NO CHANGES TO SITE N/A / EXISTING BUILDING NO CHANGES TO SITEN/A / EXISTING BUILDING NO CHANGES TO SITE N/A / EXISTING BUILDING NO CHANGES TO SITEN/A / EXISTING BUILDING NO CHANGES TO SITE N/A / EXISTING BUILDING NO CHANGES TO SITEWATER TAP FEE AND FIXTURE COUNT REVIEW BY THE CITY WATERDEPARTMENT (NOT DEVELOPMENT REVIEW FEE). CONTACT THE CITY OFASPEN WATER DEPARTMENT FOR APPLICABLE FEES. N/A / EXISTING BUILDING NO CHANGES ●N/A / EXISTING BUILDING NO CHANGES N/A / EXISTING BUILDING NO CHANGESE●CHECKLIST FORM PER ADOPTED CODE. (RESIDENTIAL CONSTRUCTIONONLY)RAM N/A / EXISTING BUILDING NO CHANGES N/A / EXISTING BUILDING NO CHANGES N/A / EXISTING BUILDING NO CHANGES N/A / EXISTING BUILDING NO CHANGES NG N/A / EXISTING BUILDING NO CHANGES RS N/A / EXISTING BUILDING NO CHANGES REGISTRATION FORMIF DEMOLITION, REMODEL, OR REPAIR N/A / EXISTING BUILDING NO CHANGES N/AN/A EXISTING NO CHANGES ENT PLAN ●INDICATE DUMPSTER, TEMP TOILETS, CONSTRUCTION VEHICLES,MATERIAL STAGINGTROLN/A / EXISTING BUILDING NO CHANGES N/A / EXISTING BUILDING NO CHANGESN/A / EXISTING BUILDING NO CHANGESRM &N/A / EXISTING BUILDING NO CHANGES MIT N/A / EXISTING BUILDING NO CHANGESH●EXISTING BUILDING (NO CHANGES TO FAR) ●EXISTING BUILDING (NO CHANGES TO FAR)PROVIDE ORIGINAL FROM PITKIN COUNTY CLERK & RECORDERN/A / EXISTING BUILDING NO CHANGES TIVITY N/A / EXISTING BUILDING NO CHANGES N/A / EXISTING BUILDING NO CHANGES ●PER CURRENTLY ADOPTED CODES, POLICIES AND STANDARDSPER CURRENTLY ADOPTED CODES, POLICIES AND STANDARDSPER CURRENTLY ADOPTED CODES, POLICIES AND STANDARDSPER CURRENTLY ADOPTED CODES, POLICIES AND STANDARDS ARCHITECTURAL DRAWINGS ARCHITECTURAL DRAWINGS ARCHITECTURAL DRAWINGS ARCHITECTURAL DRAWINGS:EXISTING AND PROPOSED FLOOR PLANS WITH ALL ROOM USES IDENTIFIED (SPECIFY ANY CHANGES IN USE),EXTERIOR BUILDING ELEVATIONS, DECKS, BUILDING SECTIONS, MATERIAL SPECIFICATIONS, DESIGN LOADASSUMPTIONS, WALL SECTIONS, WINDOW AND DOOR SCHEDULES, ROOF PLAN, AND ROOF VENTILATION PLAN.●EXTERIOR BUILDING ELEVATIONS:EXTERIOR BUILDING ELEVATIONS:EXTERIOR BUILDING ELEVATIONS:EXTERIOR BUILDING ELEVATIONS:INCLUDING INTERIOR REMODELS IF ADDING OR REMOVING EXISTING WINDOWS AND/OR DOORS.STRUCTURAL DRAWINGSSTRUCTURAL DRAWINGSSTRUCTURAL DRAWINGSSTRUCTURAL DRAWINGS:FOUNDATION PLAN, FRAMING LAYOUT, STRUCTURAL DETAILS - STAMPED AND SIGNED BY PROFESSIONAL ENGINEER.FOR MULTIPLE OCCUPANCY BUILDINGSFOR MULTIPLE OCCUPANCY BUILDINGSFOR MULTIPLE OCCUPANCY BUILDINGSFOR MULTIPLE OCCUPANCY BUILDINGS: PROVIDE AN ELEVATION OR SECTION SHOWING THE RELATIONSHIP OF THE UNIT BEING REMODELED TO THEREMAINDER OF THE BUILDING.●FOR HOAFOR HOAFOR HOAFOR HOA:LETTER OF PERMISSION FROM THE HOA WHEN WORKING ON COMMON ELEMENTS OR IN COMMON AREAS. ●THIS PLAN WILL CLEARLY SHOW LOCATION OF ALL EXISTING AND PROPOSED OUTDOOR LIGHTING FIXTURES AND SHALL INCLUDE ALL THECORRESPONDING FIXTURE SPECIFICATION SHEETS. PLANS WILL BE REVIEWED FOR COMPLIANCE WITH RELEVANT LAND USE APPROVALS ANDSECTION 7- 20-140 OF THE PITKIN COUNTY LAND USE CODE. INCLUDE ALL LANGUAGE AND CONDITIONS PERTAINING TO EXTERIOR LIGHTINGSPECIFIED IN RELEVANT LAND USE APPROVALS. N/A / EXISTING NO CHANGES IAL &●REPRESENTATIONALL PROPOSED EXTERIOR BUILDING MATERIALS AND FINISHED COLORS,INCLUDING THE ROOF. (WHEN APPLICABLE - PHOTOS ARE PREFERRED) PT SHEET INDEX SHEET TITLE SHEETNO.DESCRIPTION COVER SHEET 1-COVER GENERAL INFORMATION:- RESIDENTIAL PERMIT CHECKLIST- ADOPTED CODES- SITE INFORMATION- BUILDING & PROJECT DESCRIPTION FAR KEY PLAN G.02 GENERAL INFORMATION: GRAPHIC- FAR EXISTING- FAR PROPOSED (NO CHANGES) REMODEL ELEMENTS &SCHEDULES G.03 GENERAL INFORMATION:- REFERENCE AS BUILT DOORS SCHEDULE- REFERENCE AS BUILT WINDOW SCHEDULE- PLUMBING SCHEDULE MATERIAL LIST G.04 GENERAL INFORMATION:- SUMMARY OF MATERIALSEXISTING ROOF PLAN ANDPROPOSED NEW WORK G.05 GENERAL INFORMATION:- ROOF DIAGRAMEXISTING EXTERIOR ELEVATIONSAND PROPOSED NEW WORK G.06 GENERAL INFORMATION:FOR REFERENCE ONLYEXISTING PHOTOS ANDPROPOSED EXTERIORRENDERINGS G.07 GENERAL INFORMATION:FOR REFERENCE ONLYPHOTOS OF EXISTING & PROPOSED RENDERINGSFLOOR PLANS:FLOOR PLANS:FLOOR PLANS:FLOOR PLANS:INTERIOR DESIGN (NON LOAD BEARING)ARCHITECTURALBASEMENT LEVEL DEMOLITION &PROPOSED CONSTRUCTIONPLANS IA-1.1a BASEMENT LEVEL BASEMENT LEVEL DEMOLITION &PROPOSED REFLECTED CEILINGPLANS IA-1.1b BASEMENT LEVEL LOWER LEVEL DEMOLITION &PROPOSED CONSTRUCTIONPLANS IA-1.2a LOWER LEVEL LOWER LEVEL DEMOLITION &PROPOSED REFLECTED CEILINGPLANS IA-1.2b LOWER LEVEL MAIN LEVEL DEMOLITION ANDPROPOSED CONSTRUCTIONPLANS IA-1.3a MAIN LEVEL MAIN LEVEL DEMOLITION ANDPROPOSED REFLECTED CEILINGPLANS IA-1.3b MAIN LEVEL UPPER LEVEL DEMOLITION ANDPROPOSED CONSTRUCTIONPLANS IA-1.4a UPPER LEVEL UPPER LEVEL DEMOLITION ANDPROPOSED REFLECTED CEILINGPLANS IA-1.4b UPPER LEVEL INTERIOR ELEVATIONS:INTERIOR ELEVATIONS:INTERIOR ELEVATIONS:INTERIOR ELEVATIONS:FOR WINDOW CHANGES & DESIGN:BASEMENT LEVEL INTERIORELEVATIONS IA-2.1 TV ROOMGUEST BATH LOWER LEVEL INTERIORELEVATIONS IA-2.2 BEDROOMGUEST BATHROOMLAUNDRYTV ROOMMAIN LEVEL INTERIORELEVATIONS IA-2.3a LIVINGKITCHEN MAIN LEVEL INTERIORELEVATIONS IA-2.3b HALLWAYBATHROOMGUEST BATHROOM ML-04MAIN DINING MAIN LEVEL INTERIORELEVATIONS IA-2.3c MASTER BEDROOMMASTER BATHROOMCLOSET ML-09CLOSET ML-11OFFICE UPPER LEVEL INTERIORELEVATIONS IA-2.4 ENTRYGUEST BEDROOMGUEST BATHROOM ADOPTED CODES & STANDARDS ADOPTED CODES 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL FUEL & GAS CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE PITKIN COUNTY EFFICIENT BUILDING CODE 2014 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) NEWS LETTER (PDF) FIRE SPRINKLERS AS ADOPTED BY ORDINANCE 31, 2011: AUTOMATIC FIRE SPRINKLER SYSTEMS ARE REQUIRED IN ALL STRUCTURES 5,000 SQUARE FEET OR GREATER AS DEFINED BY FIRE AREA AND IN STRUCTURES 2 STORIES OR MORE IN HEIGHT AND IN STRUCTURES CONTAINING 4 OR MORE DWELLING UNITS. CARBON MONOXIDE DETECTORS AS ADOPTED BY CITY ORDINANCE: ALL OWNERS OF EXISTINGRESIDENTIAL OCCUPANCIES SHALL COME INTO COMPLIANCE WITHTHE REQUIREMENTS OF CHAPTER 8.15 CARBON MONOXIDEDETECTORS. THE ORDINANCE BECAME EFFECTIVE ON MARCH 2, 2009AND APPLIES TO ALL EXISTING, NEW AND ALTERED DWELLING UNITS. SITE INFORMATION 975 CHATFIELD RDLOT 7.WEST ASPEN SUBDIVISION FILING NO. 3. ACCORDINGTO THE PLAT RECORDED IN PLAT BOOK 3 AT PAGE 309 CITY OF ASPENCOUNTY OF PITKINSTATE OF COLORADO LOT SIZE = 16,627 SQ.FT. ± SITE KEY NOTES 1. NO CHANGES EXISTING ROOF OVERHANG2. EXISTING ELEVATIONS ARE RELATIONSHIP TO EXISTING GRADE3. NO CHANGES PROPOSED TO EXISTING UTILITY LOCATIONS4. NO NEW RREMP RELATED ITEMS EXISTING PROPOSED AS BUILT TOTAL SPACE:OF EXISTING BUILDING 4,564 SQ. FT. PROPOSED REMODELINTERIOR ALTERATIONS 4,564 SQ. FT. ADDITIONS (NONE - NO CHANGES TO SQ. FT.) PROJECT DESCRIPTION 1. INTERIOR ALTERATIONS TO EXISTING RESIDENTIAL BUILDING (NON-LOADBEARING) SEE SHEET G.03 FOR ELEMENT DETAILS 2. EXTERIOR ALTERATIONS TO EXISTING RESIDENTIAL BUILDING (NON-LOADBEARING) ELEMENT (2) CAR GARAGE EXISTING; REPLACE GARAGE DOORS MAIN ENTRY EXISTING; REPLACE ENTRYASSEMBLY; DOOR, SIDELITES ANDTRANSOM TO FIT WITHIN EXISTINGOPENINGS. ADD NEW CABLE RAILING. ELECTRICAL REPLACE EXTERIOR SCONCES ANDPATH LIGHT WITH NEW DARK SKYCOMPLIANT FIXTURES. WINDOWS REPLACE ALL WINDOWS TO FITWITHIN EXISTING OPENINGS. NEWWINDOWS TO HAVE U VALUE 0.28 ROOF REPLACE (5) SKYLIGHTS TO FITWITHIN EXISTING OPENINGS. NEWSKYLIGHTS TO HAVE U VALUE 0.55 RAILING EXISTING; REPLACEMENT WITH NEWCABLE RAILING SYSTEM. SIDING EXISTING DECKING EXISTING; REPLACE WITH NEW TOMATCH EXISTING, TREX OR EQUAL CONTEXT MATERIALS EXISTING: MATCH EXISTING ALL SIDES OF BLDG. NO HIGHLY REFLECTIVE SURFACES ARE PROPOSED RATED PER CODE INTERFLECTION EXISTING: NO EXTERIOR WALLS ARE CREATED 2. ISSUE FOR PERMIT 09.06.2017 Provide fire area floor plansmeasuring the fire area of thebuilding. Fire area, as defined by2015 IBC section 202, ismeasured to the inside ofexterior walls but also includesexterior usable areas that arecovered. If the total is 5000sqftor greater, a fire sprinkler systemwill be required. NOTES: PROJECT ISSUANCES BERNSTENRESIDENCE 975 Chatfield RdAspen, CO 81611 NCH DESIGN, LLC DBAMATTER INTERIORS, LLCPO BOX 1045, ASPEN, CO 81612970-379-5401WWW.MATTERINTERIOIRS.COMBUSINESS LICENSE 12685 GENERAL SCOPE NOTES:DRAWINGS AND SPECIFICATIONS DESCRIBES THEGENERAL SCOPE OF THE PROJECT AND DESIGNCONCEPT IN TERMS OF THE INTERIOR DESIGN,ARCHITECTURAL, MECHANICAL, ELECTRICAL, ANDPLUMBING SYSTEMS. THESE DOCUMENTS DO NOTNECESSARILY INDICATE OR DESCRIBE ALL OF THE WORKREQUIRED FOR THE FULL PERFORMANCE ANDCOMPLETION OF THE REQUIREMENTS OF THE CONTRACT.ON THE BASIS OF THE SCOPE INDICATED, DESCRIBED ORINFERRED, THE CONTRACTOR SHALL DETERMINE ANDINCLUDE IN THE PROPOSALS ALL ITEMS NECESSARY TOPROVIDE THE PROPER EXECUTION AND COMPLETION OFTHE WORK. GENERAL NOTES: 1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TOCONSTRUCTION AND/OR FABRICATION. 3 2 1 A B C GENERAL CONTRACTOR: PLANNING APPROVALS N BUILDING INFORMATION SQUARE FOOTAGES BASEMENT LEVELLOWER LEVELMAIN LEVELUPPER LEVELGARAGE (750 exempt)PATIO/DECKS/BALCONIES (873 exempt, on grade or roofdeck) 785 SQ.FT.858 SQ.FT.2,387 SQ.FT.534 SQ.FT. 458 SQ.FT. ENERGY CODE INFORMATION USING PRESCRIPTIVE ALTERNATIVE; ALL NEW WORK TO MEET REQUIREMENTS OF TABLE 402.1.1 DENTIAL ALTERATIONS DESCRIPTION T. ORM ST INCLUDINGILITY ITHIN THE CITY OF ASPEN WATER SERVICES THE APPROVED PLAN SET, IS REQUIRED ATTHE CITY ENGINEERING DEPARTMENT TORMATION CHANGES TO SITE CHANGES TO SITE CHANGES TO SITE CHANGES TO SITE CHANGES TO SITE CHANGES TO SITE CHANGES TO SITE CHANGES TO SITERE COUNT REVIEW BY THE CITY WATERPMENT REVIEW FEE). CONTACT THE CITY OFT FOR APPLICABLE FEES. CHANGES CHANGES CHANGESPTED CODE. (RESIDENTIAL CONSTRUCTION CHANGES CHANGES CHANGES CHANGES CHANGES CHANGES R REPAIR CHANGES TOILETS, CONSTRUCTION VEHICLES, CHANGES CHANGESCHANGES CHANGES CHANGES NGES TO FAR) NGES TO FAR)TKIN COUNTY CLERK & RECORDER SHEET INDEX SHEET TITLE SHEETNO.DESCRIPTION COVER SHEET 1-COVER GENERAL INFORMATION:- RESIDENTIAL PERMIT CHECKLIST- ADOPTED CODES- SITE INFORMATION- BUILDING & PROJECT DESCRIPTION FAR KEY PLAN G.02 GENERAL INFORMATION: GRAPHIC- FAR EXISTING- FAR PROPOSED (NO CHANGES) REMODEL ELEMENTS &SCHEDULES G.03 GENERAL INFORMATION:- REFERENCE AS BUILT DOORS SCHEDULE- REFERENCE AS BUILT WINDOW SCHEDULE- PLUMBING SCHEDULE MATERIAL LIST G.04 GENERAL INFORMATION:- SUMMARY OF MATERIALS EXISTING ROOF PLAN ANDPROPOSED NEW WORK G.05 GENERAL INFORMATION:- ROOF DIAGRAMEXISTING EXTERIOR ELEVATIONSAND PROPOSED NEW WORK G.06 GENERAL INFORMATION:FOR REFERENCE ONLYEXISTING PHOTOS ANDPROPOSED EXTERIORRENDERINGS G.07 GENERAL INFORMATION:FOR REFERENCE ONLYPHOTOS OF EXISTING & PROPOSED RENDERINGS FLOOR PLANS:FLOOR PLANS:FLOOR PLANS:FLOOR PLANS:INTERIOR DESIGN (NON LOAD BEARING)ARCHITECTURALBASEMENT LEVEL DEMOLITION &PROPOSED CONSTRUCTIONPLANS IA-1.1a BASEMENT LEVEL BASEMENT LEVEL DEMOLITION &PROPOSED REFLECTED CEILINGPLANS IA-1.1b BASEMENT LEVEL LOWER LEVEL DEMOLITION &PROPOSED CONSTRUCTIONPLANS IA-1.2a LOWER LEVEL LOWER LEVEL DEMOLITION &PROPOSED REFLECTED CEILINGPLANS IA-1.2b LOWER LEVEL MAIN LEVEL DEMOLITION ANDPROPOSED CONSTRUCTIONPLANS IA-1.3a MAIN LEVEL MAIN LEVEL DEMOLITION ANDPROPOSED REFLECTED CEILINGPLANS IA-1.3b MAIN LEVEL UPPER LEVEL DEMOLITION ANDPROPOSED CONSTRUCTIONPLANS IA-1.4a UPPER LEVEL UPPER LEVEL DEMOLITION ANDPROPOSED REFLECTED CEILINGPLANS IA-1.4b UPPER LEVEL INTERIOR ELEVATIONS:INTERIOR ELEVATIONS:INTERIOR ELEVATIONS:INTERIOR ELEVATIONS:FOR WINDOW CHANGES & DESIGN: BASEMENT LEVEL INTERIORELEVATIONS IA-2.1 TV ROOMGUEST BATH LOWER LEVEL INTERIORELEVATIONS IA-2.2 BEDROOMGUEST BATHROOMLAUNDRYTV ROOMMAIN LEVEL INTERIORELEVATIONS IA-2.3a LIVINGKITCHEN MAIN LEVEL INTERIORELEVATIONS IA-2.3b HALLWAYBATHROOMGUEST BATHROOM ML-04MAIN DINING MAIN LEVEL INTERIORELEVATIONS IA-2.3c MASTER BEDROOMMASTER BATHROOMCLOSET ML-09CLOSET ML-11OFFICE UPPER LEVEL INTERIORELEVATIONS IA-2.4 ENTRYGUEST BEDROOMGUEST BATHROOM ADOPTED CODES & STANDARDS ADOPTED CODES 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL FUEL & GAS CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE PITKIN COUNTY EFFICIENT BUILDING CODE 2014 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) NEWS LETTER (PDF) FIRE SPRINKLERS AS ADOPTED BY ORDINANCE 31, 2011: AUTOMATIC FIRE SPRINKLER SYSTEMS ARE REQUIRED IN ALL STRUCTURES 5,000 SQUARE FEET OR GREATER AS DEFINED BY FIRE AREA AND IN STRUCTURES 2 STORIES OR MORE IN HEIGHT AND IN STRUCTURES CONTAINING 4 OR MORE DWELLING UNITS. CARBON MONOXIDE DETECTORS AS ADOPTED BY CITY ORDINANCE: ALL OWNERS OF EXISTINGRESIDENTIAL OCCUPANCIES SHALL COME INTO COMPLIANCE WITHTHE REQUIREMENTS OF CHAPTER 8.15 CARBON MONOXIDEDETECTORS. THE ORDINANCE BECAME EFFECTIVE ON MARCH 2, 2009AND APPLIES TO ALL EXISTING, NEW AND ALTERED DWELLING UNITS. EXISTING PROPOSED AS BUILT TOTAL SPACE:OF EXISTING BUILDING 4,564 SQ. FT. PROPOSED REMODELINTERIOR ALTERATIONS 4,564 SQ. FT. ADDITIONS (NONE - NO CHANGES TO SQ. FT.) PROJECT DESCRIPTION 1. INTERIOR ALTERATIONS TO EXISTING RESIDENTIAL BUILDING (NON-LOADBEARING) SEE SHEET G.03 FOR ELEMENT DETAILS 2. EXTERIOR ALTERATIONS TO EXISTING RESIDENTIAL BUILDING (NON-LOADBEARING) ELEMENT (2) CAR GARAGE EXISTING; REPLACE GARAGE DOORS MAIN ENTRY EXISTING; REPLACE ENTRYASSEMBLY; DOOR, SIDELITES ANDTRANSOM TO FIT WITHIN EXISTINGOPENINGS. ADD NEW CABLE RAILING. ELECTRICAL REPLACE EXTERIOR SCONCES ANDPATH LIGHT WITH NEW DARK SKYCOMPLIANT FIXTURES. WINDOWS REPLACE ALL WINDOWS TO FITWITHIN EXISTING OPENINGS. NEWWINDOWS TO HAVE U VALUE 0.28 ROOF REPLACE (5) SKYLIGHTS TO FITWITHIN EXISTING OPENINGS. NEWSKYLIGHTS TO HAVE U VALUE 0.55 RAILING EXISTING; REPLACEMENT WITH NEWCABLE RAILING SYSTEM. SIDING EXISTING DECKING EXISTING; REPLACE WITH NEW TOMATCH EXISTING, TREX OR EQUAL CONTEXT MATERIALS EXISTING: MATCH EXISTING ALL SIDES OF BLDG. NO HIGHLY REFLECTIVE SURFACES ARE PROPOSED RATED PER CODE INTERFLECTION EXISTING: NO EXTERIOR WALLS ARE CREATED Revise the coversheet to remove thePitkin County EfficientBuilding Code and tochange the NationalElectric Code to 2017.What is the 2015IECC newsletter pdf? ● ST NEW ● NEW ● NEW ● ST EXISTING TO REMAIN CAL EXISTING TO REMAIN ● ● ● OOM ● OM ● ● OM ● ● M ● ● EXISTING TO REMAIN EXISTING TO REMAIN CLOSET EXISTING TO REMAIN OOM EXISTING TO REMAIN WER TEMPERED GLASS ● H1, H4 2 FIXED 58 1/ H2, H3 2 FIXED 57 3/ I1, I2 2 CASEMENT 55 X J 3 CASEMENT 23 X 83 3/ K 1 CASEMENT W/FIXED MIDDLE 85 1/ L 1 CASEMENT 86 X M 1 CASEMENT 60 1/ N 1 FIXED 126 1 O1, O2 2 CASEMENT 27 1/ P1, P2 2 SIDELIGHT-FIXED 22 1/ Q 1 CASEMENT 68 3/ R 1 CASEMENT 69 X S 1 CASEMENT 27 1/ T 1 FIXED 27 1/ U 1 CASEMENT W/FIXED MIDDLE 23 1/ 72 X V 1 FIXED 72 X X 1 SKYLIGHT 40 X Y 1 SKYLIGHT 24 X Z1, Z2, Z3 3 SKYLIGHT 36 X Revise the window and door schedules to note the U factors (0.28 max, Ordinance 40, 2016). NOTES: PROJECT ISSUANCES DRAWING PHASE: PROJECT NO. © 2017 COPYRIGHT MATTER INTERIORS, LLC SCALE:DRAWN BY: ISSUED FOR DATENO. BERNSTENRESIDENCE 975 Chatfield RdAspen, CO 81611 NCH DESIGN, LLC DBAMATTER INTERIORS, LLCPO BOX 1045, ASPEN, CO 81612970-379-5401WWW.MATTERINTERIOIRS.COMBUSINESS LICENSE 12685 GENERAL SCOPE NOTES:DRAWINGS AND SPECIFICATIONS DESCRIBES THEGENERAL SCOPE OF THE PROJECT AND DESIGNCONCEPT IN TERMS OF THE INTERIOR DESIGN,ARCHITECTURAL, MECHANICAL, ELECTRICAL, ANDPLUMBING SYSTEMS. THESE DOCUMENTS DO NOTNECESSARILY INDICATE OR DESCRIBE ALL OF THE WORKREQUIRED FOR THE FULL PERFORMANCE ANDCOMPLETION OF THE REQUIREMENTS OF THE CONTRACT.ON THE BASIS OF THE SCOPE INDICATED, DESCRIBED ORINFERRED, THE CONTRACTOR SHALL DETERMINE ANDINCLUDE IN THE PROPOSALS ALL ITEMS NECESSARY TOPROVIDE THE PROPER EXECUTION AND COMPLETION OFTHE WORK.GENERAL NOTES:1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TOCONSTRUCTION AND/OR FABRICATION. ARCH-D [24"X36"] SHEET DATE 4 3 2 1 4 3 2 1 A B C D A B C D GENERAL CONTRACTOR: PLANNING APPROVALS N REMODELELEMENTS &SCHEDULES G.03 GENERAL NOTES A. THE CONTRACT DOCUMENTS CONSIST OF THEAGREEMENT, THE GENERAL NOTES, THESPECIFICATIONS, AND THE DRAWINGS, WHICH ARECOOPERATIVE AND CONTINUOUS. WORKINDICATED OR REASONABLY IMPLIED IN ANY ONEOF THE DOCUMENTS SHALL BE SUPPLIED ASTHOUGH FULLY COVERED IN ALL. ANYDISCREPANCY BETWEEN THE DIFFERENT PARTSSHOULD BE REPORTED TO THE DESIGNERIMMEDIATELY.B. ALL WORK SHALL COMPLY WITH ALL STATE ANDLOCAL CODES AND ORDINANCES; AND SHALL BEPERFORMED TO THE HIGHEST STANDARDS OFCRAFTSMANSHIP BY JOURNEYMEN OF THEAPPROPRIATE TRADES. C. THESE DOCUMENTS ARE INTENDED TO INCLUDEALL LABOR, MATERIALS, EQUIPMENT, ANDSERVICES REQUIRED TO COMPLETE ALL WORKDESCRIBED HEREIN. IT IS THE RESPONSIBILITY OFTHE CONTRACTOR TO BRING TO THE ATTENTIONOF THE DESIGNER ANY CONDITIONS WHICH WILLNOT PERMIT CONSTRUCTION ACCORDING TO THEINTENTIONS OF THESE DOCUMENTS; IT IS THERESPONSIBILITY OF THE DESIGNER TO PROVIDEDETAILS AND/OR DIRECTIONS REGARDING DESIGNINTENT WHERE IT IS ALTERED BY EXISTINGCONDITIONS OR WHERE IT IS NOT DETAILED INTHE DOCUMENTS.D. ANY MATERIALS PROPOSED FOR SUBSTITUTIONOF THESE SPECIFIED OR CALLED OUT BY TRADENAME IN THESE DOCUMENTS SHALL BEPRESENTED TO THE DESIGNER FOR APPROVAL.THE CONTRACTOR SHALL SUBMIT SAMPLES WHENREQUIRED BY THE DESIGNER, AND ALL SUCHSAMPLES SHALL BE APPROVED BY THE DESIGNERIN WRITING BEFORE THE WORK IS PERFORMED.WORK MUST CONFORM TO THE APPROVEDSAMPLES; ANY WORK WHICH DOES NOT CONFORMSHALL BE REMOVED AND REPLACED WITH WORK,WHICH CONFORMS AT THE CONTRACTOR'SEXPENSE. SUBCONTRACTORS SHALL SUBMITREQUESTS AND SAMPLES FOR APPROVALTHROUGH THE GENERAL CONTRACTOR WHENWORK IS LET THROUGH HIM.E. SHOP DRAWINGS SHALL BE SUBMITTED TO THEDESIGNER FOR HIS/HER APPROVAL WHERECALLED FOR ANYWHERE IN THESE DOCUMENTS.APPROVAL SHALL BE MADE BY THE DESIGNERBEFORE WORK IS BEGUN, AND WORK SHALLCONFORM TO THE APPROVED SHOP DRAWINGS,SUBJECT TO REPLACEMENT AS REQUIRED FORSAMPLES IN PARAGRAPH D, ABOVE.F. THE BUILDING INSPECTOR SHALL BE NOTIFIEDBY THE CONTRACTOR WHEN THERE IS NEED OFAN INSPECTION AS REQUIRED BY THE UNIFORMBUILDING CODE OR BY ANY LOCAL CODE ORORDINANCE.G. THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE SAFETY AND CARE OF ADJACENTPROPERTIES DURING CONSTRUCTION; FORCOMPLIANCE WITH THE FEDERAL AND STATEO.S.H.A. REGULATIONS; AND FOR THE OWNER. REFERENCE AS-BUILT DOOR SCHEDULE NEW SCOPEMARKTYPECONSTRUCTIONW X H LOCATION NOTES REMOVEREPLACEMENTRELOCATE1 RH SWING FLUSH PANEL, WOOD3'-0" X 8'-0"[UL] ENTRY TEMPERED GLASS SIDELITES ●2 RH/LH SWING FLUSH PANEL 4'-0" X 6'-8"[UL] ENTRY CLOSET EXISTING TO REMAIN3 LH SWING 1HR FIRE RATED 2'-8" X 6'-8"[UL] ENTRY GARAGE EXISTING TO REMAIN4 RH SWING FLUSH PANEL 2'-8" X 6'-8"[UL] G. BEDROOM EXISTING TO REMAIN5 GARAGE DOOR GLASS, METAL (2) 8'-0" X 7'-0"[UL] GARAGE TEMPERED GLASS ●6 LH SWING FLUSH PANEL 2'-6" X 6'-8"[UL] STORAGE EXISTING TO REMAIN7 SLIDING DOOR BARN DOOR 2'-6" X 6'-8"[UL] G. BATHROOM NEW8 BI FOLD DOOR MIRROR N/A [UL] CLOSET ●9 BI FOLD DOOR MIRROR N/A [UL] CLOSET ●10 RH/LH SWING GLASS, METAL 4'-0" X 8'-8"[ML] BREAKFAST NEW ●11 RH/LH SWING GLASS, METAL 5'-0" X 8'-8"[ML] LIVING NEW ●12 RH/LH SWING GLASS, METAL 5'-0" X 8'-8"[ML] LIVING NEW ●13 SLIDING GLASS, METAL N/A [ML] BREAKFAST EXISTING TO REMAIN14LH SWING FLUSH PANEL, WOOD2'-0" X 6'-8"[ML] MECHANICAL EXISTING TO REMAIN 15 RH REVERSE SWING FLUSH PANEL, WOODN/A [ML] CLOSET ●16 RH REVERSE SWING FLUSH PANEL, WOODN/A [ML] CLOSET ●17 RH REVERSE SWING FLUSH PANEL, WOODN/A [ML] W/D ●18 LH SWING FLUSH PANEL, WOOD2'-6" X 6'-8"[ML] G. BATHROOM ●19 RH SWING FLUSH PANEL, WOOD2'-8" X 6'-8"[ML] G. BEDROOM ●20 BIFOLD DOOR FLUSH PANEL, WOODN/A [ML] CLOSET ●21 RH SWING FLUSH PANEL, WOODN/A [ML] G. BEDROOM ●22 BY-PASS DOOR FLUSH PANEL, WOODN/A [ML] CLOSET ●23 LH SWING FLUSH PANEL, WOOD2'-6" X 7'-0"[ML] BATHROOM ●24 LH REVERSE SWING GLASS N/A [ML] SHOWER ●25 RH SWING FLUSH PANEL, WOODN/A [ML] HALLWAY EXISTING TO REMAIN26 LH REVERSE SWING FLUSH PANEL, WOOD2'-0" X 8'-0"[ML] CLOSET EXISTING TO REMAIN27RH/LH SWING FLUSH PANEL, WOOD2'-6" X 8'-0"[ML] WALK-IN CLOSET EXISTING TO REMAIN28 BARN DOORS FLUSH PANEL, WOOD3'-0" X 8'-0"[ML] M. BATHROOM EXISTING TO REMAIN29 LH REVERSE SWING GLASS CUSTOM [ML] M.B. SHOWER TEMPERED GLASS ●30 RH SWING GLASS CUSTOM [ML] M.B. TOILET TEMPERED GLASS ●31 POCKET DOOR FLUSH PANEL, WOODN/A [ML] M.B. TUB ●32 RH/LH SWING FLUSH PANEL, WOOD2'-8" X 8'-0"[ML] WALK-IN CLOSET EXISTING TO REMAIN33 RH/LH SWING FLUSH PANEL, WOOD4'-0" X 8'-0"[ML] M. BEDROOM EXISTING TO REMAIN34 RH/LH SWING FLUSH PANEL, WOOD6'-0" X 8'-0"[ML] DECK EXISTING TO REMAIN35 RH REVERSE SWING FLUSH PANEL, WOODN/A [LL] TV ROOM/STAIRS ●36 LH SWING FLUSH PANEL, WOOD2'-8" X 8'-0"[LL] LAUNDRY ●37 RH/LH SWING FLUSH PANEL, WOOD2'-8" X 8'-0"[LL] MECHANICAL EXISTING TO REMAIN38 RH/LH REVERSE SWINGGLASS, WOOD 4'-10" X 7'-9"[LL] PATIO EXISTING TO REMAIN39 RH/LH REVERSE SWINGGLASS, WOOD 4'-10" X 7'-9"[LL] PATIO EXISTING TO REMAIN40 LH SWING FLUSH PANEL, WOODN/A [LL] CLOSET ●41 RH SWING FLUSH PANEL, WOOD2'-6" X 8'-0"[LL] G. BATHROOM ●42 LH SWING FLUSH PANEL, WOODN/A [LL] G.B. TOILET ●43 LH SWING FLUSH PANEL, WOOD2'-8" X 8'-0"[LL] BEDROOM ●44 RH/LH REVERSE SWINGFLUSH PANEL, WOOD2'-6" X 8'-0"[LL] CLOSET EXISTING TO REMAIN45 RH/LH REVERSE SWINGFLUSH PANEL, WOOD3'-4" X 8'-0"[LL] CLOSET EXISTING TO REMAIN 46 RH/LH REVERSE SWINGGLASS, METAL 2'-8" X 8'-0"[LL] BEDROOM/PATIO EXISTING TO REMAIN47 LH REVERSE SWING FLUSH PANEL, WOOD2'-6" X 6'-8"[BL] BATHROOM ●48 SLIDING DOORS GLASS, METAL 11'-6 1/2" X 6'-7"[BL] TV ROOM TEMPERED GLASS ●EXISTING PLUMBING SCHEDULE NEW SCOPEMARK ROOM NAME ROOM NO. EX TOILET EX FAUCETS EX TUB EX SHOWER 1 G. BATHROOM UL-103 1 2 12 G. BATHROOM ML-04 1 1 13 BATHROOM ML-06 1 1 1 4 M. BATHROOM ML-13 2 2 1 15 LAUNDRY LL-02 16 G. BATHROOM LL-03 1 1 1 7 G. BATHROOM BL-02 1 1 1 ADD A SHOWEREX FAUCET EX DW8KITCHENML-02 1 1 INTERIOR ALTERATIONS DESIGN STANDARDS OF REMODELSTD.ELEMENT DESCRIPTION A. ELECTRICAL 1. LIGHTING REPLACE REPLACEMENT MINIMUM 50% TO HIGH EFFICIENCY FIXTURES, REWORK SAMEQUANTITY2. OUTLETS EXISTING MINOR REWORK, EXISTING CIRCUITS3. DIMMING SYSTEM EXISTING REWORK DIMMING, ADD SHADES TO SYSTEM4. APPLIANCES EXISTING REWORK FOR REPLACEMENT5. SHADES NEW NEW SHADES6. FIREPLACE EXISTING REWORK FOR REPLACEMENT WOOD BURNING TO GAS BURNER7. HOME NETWORK EXISTING NO WORK 8. THERMOSTATS REPLACE REPLACEMENT, REWORK SAME QUANTITY9. TV & SPEAKERS REPLACE REPLACEMENT, REWORK SAME QUANTITY10. INTERCOM SYSTEM NEW REWORK, EXISTING CIRCUITS B. PLUMBING 1. RESTROOMS EXISTING REPLACE FIXTURES, ALL BATHROOMS2. KITCHEN EXISTING REPLACE FIXTURESC. LOAD-BEARINGCONSTRUCTION 1. LOAD BEARING EXISTING NO WORK D. NON-LOAD BEARING 1. PARTITIONS EXISTING MINIMAL REWORK; BATHROOMS, DINNING ROOM, MAIN LEVEL GUEST BEDROOMS2. INTERIOR CEILING EXISTING MINIMAL REWORK; DROP CEILING PARTIAL AREAS: DINING E. DECORATIVE TRADES 1. MILLWORK REPLACE RESTROOM VANITY REPLACEMENT 2. PAINTING REPLACE REPLACE WALLCOVERING THROUGHOUTWALLS, DOORS, WINDOWS, TRIMREPAINTING EXTERIOR OF HOUSE3. RAILING REPLACE REMOVAL OF WOOD RAILSREPLACEMENT WITH TEMPERED GLASS AND METAL RAILING, PER CODE 4. FLOORING REPLACE REPLACE CARPET IN ALL BEDROOMSREPLACE TILES IN ALL BATHROOMSREPLACE EX FLOOR IN KITCHEN AND DINNING 5. WALLCOVERING REPLACE REMOVAL OF WALLCOVERING THROUGHOUTSKIM COAT WALLSPREP FOR PAINT6. WINDOW SCREENS REPLACE7. BASEBOARD COVERS REPLACE8. STAIRS REPLACE RAILING AND TREADS REFERENCE AS BUILT WINDOW SCHEDULE NEW SCOPEWINDOWMARKAMOUNT DESCRIPTION DIMENSIONS[W x H]GLAZINGTYPE GLAZINGUNIT TOTALGLAZING LOCATIONS REMOVE REPLACEMENT A1, A2 2 SIDELIGHT-FIXED 14 3/8 X 94 1 2 [UL] ENTRY ●B 3 CASEMENT W/FIXEDMIDDLE117 1/4 X 52 1 3 [UL] G.BEDROOM ●C 1 FIXED 70 X 32 1/2 [BTM]66 1/2 X 44 [TOP]2 2 [ML] KITCHEN BAR ●D1, D2 2 FIXED 15 X 63 1 2 [ML] BREAKFAST ●E 1 FIXED 33 3/4 X 95 1/2 2 2 [ML] BREAKFAST ●F 1 FIXED 28 1/2 X 96 1 1 [ML] LIVING ●G1, G2 1 FIXED (CORNER)28 1/8 X 72 2 2 [ML] LIVING ●H1, H4 2 FIXED 58 1/4 X 72 1 3 [ML] LIVING ●H2, H3 2 FIXED 57 3/4 X 72 1 1 [ML] LIVING ●I1, I2 2 CASEMENT 55 X 55 1/2 2 4 [ML] G. BEDROOM ●J 3 CASEMENT 23 X 71 1/2 [EA]83 3/4 X 71 1/2 [RO]1 3 [ML] HALLWAY ●K 1 CASEMENT W/FIXEDMIDDLE85 1/2 X 63 1/2 3 3 [ML] M. BATHROOM ●L 1 CASEMENT 86 X 23 3/4 3 3 [ML] M. BATHROOM ●M 1 CASEMENT 60 1/2 X 23 3/4 2 2 [ML] M. BATHROOM ●N 1 FIXED 126 1/4 X 85 3 3 [ML] M. BEDROOM ●O1, O2 2 CASEMENT 27 1/2 X 63 1/2 1 2 [ML] M. BEDROOM ●P1, P2 2 SIDELIGHT-FIXED 22 1/2 X 93 1 2 [ML] M. BEDROOM ●Q 1 CASEMENT 68 3/4 X 27 1/2 2 2 [LL] TV ROOM ●R 1 CASEMENT 69 X 23 1/2 2 2 [LL] TV ROOM ●S 1 CASEMENT 27 1/2 X 27 1/2 1 1 [LL] G. BATHROOM ●T 1 FIXED 27 1/2 X 63 1/2 1 1 [LL] G. BEDROOM ●U 1 CASEMENT W/FIXEDMIDDLE23 1/2 X 64 [SIDE]72 X 64 [MIDDLE]3 3 [LL] G. BEDROOM ●V 1 FIXED 72 X 39 1/2 1 1 [LL] G. BEDROOM ●X 1 SKYLIGHT 40 X 40 1 1 [ML] HALLWAY ●Y 1 SKYLIGHT 24 X 24 1 1 [ML] BATHROOM ●Z1, Z2, Z3 3 SKYLIGHT 36 X 36 1 3 [UL] ENTRY ● 1. WORK IN PROGRESS 06.27.20172. ISSUE FOR PERMIT 09.06.2017 Revise the floor plans,elevations, or windowschedule to notewhich windows mustbe safety glazed per2015 IRC R308.4. Thefollowing windowsshould be safetyglazed: V, Q, R, P1, P2, J, E,F, G1. I2 I1 J K N T Q EXISTING EDGEFLASHING TO REMAIN,APPLY NEW COLOR,REPAIR AS REQUIRED,TYP. EXISTING RAILING TOBE REPLACED WITHNEW CABLE RAILING TV ROOMBASEMENT LEVELEL: 69'-2 3/4" SCALE: EXISTING NORTH ELEVATION21/8" = 1'-0" TONEWAS MAIN,OR,UIRED, EXISTING FASCIA &SOFFIT TO REMAIN,APPLY NEW COLOR,REPAIR AS REQUIRED,TYP. LOWER LEVELEL: 78'-6 1/4" EXISTING STUCCO TOBE RESURFACED,TYP. EXISTING SIDING TOREMAIN, APPLY NEWCOLOR, REPAIR ASREQUIRED, TYP. EXISTING FASCIA & SOFFIT TOREMAIN, APPLY NEW COLOR,REPAIR AS REQUIRED, TYP. EXISTING PARAPET WALLTO BE REPLACED WITHNEW CABLE RAILING MASTER BEDROOMMAIN LEVELEL: 87'-9 1/4" EXISTING EDGE FLASHING TOREMAIN, APPLY NEW COLOR,REPAIR AS REQUIRED, TYP. EXISTING SIDING TO REMAIN,APPLY NEW COLOR, REPAIRAS REQUIRED, TYP. UPPER LEVELEL: +100'-0" SIDING TOAPPLY NEWEPAIR ASD, TYP. FASCIA & SOFFIT TOAPPLY NEW COLOR,S REQUIRED, TYP. EDGE FLASHING TOAPPLY NEW COLOR,S REQUIRED, TYP. WINDOWS IN NEW WALL REPLACE EXTERIORSCONCES WITH NEW DARKSKY COMPLIANT FIXTURES,TYP. REPLACE ALL WINDOWSTO FIT WITHIN EXISTINGOPENINGS, TYP. EXISTING SIDE STEPS TOREMAIN, TYP. NOTES: PROJECT ISSUANCES BERNSTEN RESIDENCE 975 Chatfield RdAspen, CO 81611 NCH DESIGN, LLC DBAMATTER INTERIORS, LLCPO BOX 1045, ASPEN, CO 81612970-379-5401WWW.MATTERINTERIOIRS.COMBUSINESS LICENSE 12685 GENERAL SCOPE NOTES: DRAWINGS AND SPECIFICATIONS DESCRIBES THEGENERAL SCOPE OF THE PROJECT AND DESIGNCONCEPT IN TERMS OF THE INTERIOR DESIGN,ARCHITECTURAL, MECHANICAL, ELECTRICAL, ANDPLUMBING SYSTEMS. THESE DOCUMENTS DO NOTNECESSARILY INDICATE OR DESCRIBE ALL OF THE WORKREQUIRED FOR THE FULL PERFORMANCE ANDCOMPLETION OF THE REQUIREMENTS OF THE CONTRACT.ON THE BASIS OF THE SCOPE INDICATED, DESCRIBED ORINFERRED, THE CONTRACTOR SHALL DETERMINE ANDINCLUDE IN THE PROPOSALS ALL ITEMS NECESSARY TOPROVIDE THE PROPER EXECUTION AND COMPLETION OFTHE WORK.GENERAL NOTES:1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TOCONSTRUCTION AND/OR FABRICATION. 3 2 1 A B C GENERAL CONTRACTOR: PLANNING APPROVALS N Detail the new cablerailings. Provide theoverall height (36"min.) and provide theon center spacing,guage, and tightnessrequired to not allowthe cables to deflect toallow a 4" sphere topass when a 200lbpoint load is applied.2015 IRC R301.5 &R312 Fire area key plans and area summary provided. (Sheet: G-0.2) - 'Pitkin County Efficient Building Code' removed. - National Electric Code changed to 2017. - '2015 IECC newsletter pdf' was a typo; It has been removed. (Sheet: 1-COVER) - Door and window schedules revised and U factors provided. (Sheet: G.03) - Window and Glass-Door Submittal and Thermal Performance Report provided. (Docs: 975 Chatfield Rd - Windows RFBS Thermal Performance Report; 975 Chatfield Rd - Windows and Glass-Doors Submittal) - Window schedule revised. - Safety glazing info included in the schedule. (Sheet: G-0.3) - Cable railing details provided: Plans, Elevations and Sections. (Sheet: IA-3.0) - Cable railing specifications provided by fabricator. (Doc: 975 Chatfield Rd - Cable Railing Specification) - Notes revised on exterior elevations. (Sheet: G.06) All drawing changes have been clouded and tagged with revision tag '1'. Page: IA-1.3a File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: PlanCheck Author: nickt Color: Give more detail on the new deck surface. Provide the elevation of the landing on each side of the door and the height of the threshold above the landings (this can be spot elevations and/or details). Doors may not swing over a greater than 1 1/2" threshold. Distance from exterior landing to top of threshold may be a max of 7 3/4" if door does not swing over the step. (2015 IRC R311.3) Page: IA-1.3a File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: PlanCheck Author: nickt Color: Glass guards must comply with one of the following: Have a top cap supported by at least 3 panes of glass; have a top cap supported independent of the glass; or in the case of no top cap, be at least two plies of equal thickness glass laminated together. Provide details demonstrating compliance with one of the above as well as method of attachment and support. Must support a point load of 200lbs. Please note that many glass support manufacturers require a top cap; if you exceed their design you will need a stamped engineered design. (Ordinance 40, 2016) Page: IA-1.3a File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: PlanCheck Author: nickt Color: Water closet compartment must be at least 30" wide (finish dimension) per 2015 IRC R307. 1 2 3 4 5 A B C D DN DN LINE OF ROOFABOVE DN R R R R DR R TD D D D D D D D D D D D D UP R R D D D TRASH DW W/D D ER R ER DEMO WALL AND RAILING D11 3/4"D DEMO BUILT-INSHELVES DEMOCONCRETEPEDESTALS R R R R R R R R R R R R R R R R R SINK EXISTING RAILING,TO BE REPLACEDWITH NEW CODECOMPLYING CABLERAILING EXISTING DECK TOREMAIN REMOVE ANDREPLACE SURFACEMATERIAL SCALE MAIN DEM 1 4 3 A B Give more detail on the new deck surface.Provide the elevation of the landing on each sideof the door and the height of the threshold abovethe landings (this can be spot elevations and/ordetails). Doors may not swing over a greater than1 1/2" threshold. Distance from exterior landingto top of threshold may be a max of 7 3/4" if doordoes not swing over the step. (2015 IRC R311.3) 1 2 3 4 5 A B C D DN DN LINE OF ROOFABOVE DN RR R R DR R TDD D D D D D D D D D D D UP R R DD D TRASH DW W/DD ER R ER DEMO WALL AND RAILING D 11 3/4" D DEMO BUILT-INSHELVESDEMOCONCRETEPEDESTALS R R R R R R R R R R R R R R R R R SINK EXISTING RAILING,TO BE REPLACEDWITH NEW CODECOMPLYING CABLERAILING EXISTING DECK TOREMAINREMOVE ANDREPLACE SURFACEMATERIAL 1 2 3 4 5 A B C D DN DN BAR/BUFF E T C T R BAR AND W O R KSPACENEW DOORS NEW GAS LOG SET ML-04AGUESTBATHROOM ML-01BREAKFAST ML-03MECHANICAL ML-02KITCHEN ML-05MAINDINING ML-04GUESTBEDROOM ML-09CLOSET B ML-06BATHROOMML-12MASTERBEDROOM ML-11CLOSET A ML-10MATER BEDROOMDESK AREA ML-13MASTERBATHROOM ML-07LIVING LINE OF ROOFABOVE NEW GLASS METAL RAILDN ML-14CLOSET ML-08HALLWAY UP U.C.REF.U.C.WINEREF. REF.FRZ. INFILL AND PATCH 3'-0 1/4" 6'-7 3/4"9'-4 1/4" 1'-3 1/2" 9 3/4"6 3/4" NEW SHELVING NEW CODECOMPLIANTGLASS ANDMETAL RAILING NEW CODE COMPLIANTGLASS ANDMETAL RAILING NEW WOODTREADS DR-04 DR-06 DR-05 DR-02 DR-05 C D1D2 E FG1G2 H1 H2 H3 H4LMO1O2 P1 P2 N K J I1 I2 RELOCATEDCOLUMN, SEESTRUCTURAL DW TRASH SINK REPLACE EXTERIORSCONCES WITH NEWDARK SKY COMPLIANTFIXTURES, TYP. NEW FIREPLACE EXISTING DECKTO REMAIN NEW TREXSURFACEMATERIAL NEW CODECOMPLYINGCABLE RAILING IA-1.3a 1. PRELIMINARY REVIEW 03.21.2017 2. UPDATES FROM MTG 03.31.2017 MAIN LEVELDEMOLITION ANDPROPOSEDCONSTRUCTIONPLANS SCALE: MAIN LEVELDEMO PLAN11/8" = 1'-0" 3. WORK IN PROGRESS 06.27.2017 4. ISSUE FOR PERMIT 09.06.2017 PLUMBING TOILET MAIN LEVEL MASTER BATHPLUMBING BIDET MAIN LEVEL MASTER BATHPLUMBING SHOWER MAIN LEVEL MASTER BATHPLUMBING SHOWER HEAD MAIN LEVEL MASTER BATHPLUMBING SINK/FAUCET MAIN LEVEL MASTER BATHPLUMBING BATHTUB MAIN LEVEL MASTER BATHFLOOR TILE MAIN LEVEL MASTER BATHCASEWORK VANITY MAIN LEVEL MASTER BATHDOORS AS NOTED MAIN LEVEL MASTER BATHPARTITIONS AS NOTED MAIN LEVEL MASTER BATHCASEWORK BUILT-INS MAIN LEVEL MASTER BEDROOMPLUMBING SHOWER MAIN LEVEL GUEST BATHPLUMBING SHOWER HEAD MAIN LEVEL GUEST BATHPLUMBING SINK/FAUCET MAIN LEVEL GUEST BATHPLUMBING SINK/FAUCET MAIN LEVEL GUEST BATHPLUMBING BATHTUB MAIN LEVEL GUEST BATHFINISH WALLCOVERINGS MAIN LEVEL GUEST BATHPLUMBING SINK/FAUCET MAIN LEVEL KITCHENPLUMBING SINK/FAUCET MAIN LEVEL KITCHEN ISLAND DEMOLITION KEY NOTES NOTES: PROJECT ISSUANCES DRAWING PHASE: PROJECT NO. © 2017 COPYRIGHT MATTER INTERIORS, LLC SCALE:DRAWN BY: ISSUED FOR DATENO. BERNSTENRESIDENCE 975 Chatfield RdAspen, CO 81611 NCH DESIGN, LLC DBAMATTER INTERIORS, LLCPO BOX 1045, ASPEN, CO 81612970-379-5401WWW.MATTERINTERIOIRS.COMBUSINESS LICENSE 12685 GENERAL SCOPE NOTES:DRAWINGS AND SPECIFICATIONS DESCRIBES THEGENERAL SCOPE OF THE PROJECT AND DESIGNCONCEPT IN TERMS OF THE INTERIOR DESIGN,ARCHITECTURAL, MECHANICAL, ELECTRICAL, ANDPLUMBING SYSTEMS. THESE DOCUMENTS DO NOTNECESSARILY INDICATE OR DESCRIBE ALL OF THE WORKREQUIRED FOR THE FULL PERFORMANCE ANDCOMPLETION OF THE REQUIREMENTS OF THE CONTRACT.ON THE BASIS OF THE SCOPE INDICATED, DESCRIBED ORINFERRED, THE CONTRACTOR SHALL DETERMINE ANDINCLUDE IN THE PROPOSALS ALL ITEMS NECESSARY TOPROVIDE THE PROPER EXECUTION AND COMPLETION OFTHE WORK.GENERAL NOTES:1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TOCONSTRUCTION AND/OR FABRICATION. ARCH-D [24"X36"] SHEET DATE 4 3 2 1 A B C D A B C D GENERAL CONTRACTOR: PLANNING APPROVALS N SCALE: MAIN LEVELCONSTRUCTION PLAN21/8" = 1'-0" Glass guards must comply with one of thefollowing: Have a top cap supported by atleast 3 panes of glass; have a top capsupported independent of the glass; or inthe case of no top cap, be at least two pliesof equal thickness glass laminatedtogether. Provide details demonstratingcompliance with one of the above as wellas method of attachment and support. Mustsupport a point load of 200lbs. Please notethat many glass support manufacturersrequire a top cap; if you exceed their designyou will need a stamped engineereddesign. (Ordinance 40, 2016) 1 2 3 4 5 A B C D DN DN BAR/B U F F E T C T R BAR A N D W O R K SPACE NEW D O O R S NEW GAS LOG SET ML-04AGUESTBATHROOM ML-01BREAKFAST ML-03MECHANICAL ML-02KITCHEN ML-05MAINDINING ML-04GUESTBEDROOM ML-09CLOSET B ML-06BATHROOMML-12MASTERBEDROOM ML-11CLOSET A ML-10MATER BEDROOMDESK AREA ML-13MASTERBATHROOM ML-07LIVING LINE OF ROOFABOVE NEW GLASS METAL RAIL DN ML-14CLOSET ML-08HALLWAY UP U.C.REF. U.C.WINEREF. REF.FRZ. INFILL AND PATCH 3'-0 1/4" 6'-7 3/4"9'-4 1/4"1'-3 1/2"9 3/4"6 3/4" NEW SHELVING NEW CODECOMPLIANTGLASS ANDMETAL RAILING NEW CODE COMPLIANTGLASS ANDMETAL RAILING NEW WOODTREADSDR-04DR-06 DR-05 DR-02 DR-05 C D1D2 E FG1 G2 H1 H2 H3 H4 LMO1O2 P1 P2 N K J I1 I2 RELOCATEDCOLUMN, SEESTRUCTURAL DW TRASH SINK REPLACE EXTERIORSCONCES WITH NEWDARK SKY COMPLIANTFIXTURES, TYP. NEW FIREPLACE EXISTING DECKTO REMAIN NEW TREXSURFACEMATERIAL NEW CODECOMPLYINGCABLE RAILING SCALE: MAIN LEV DEMO PL 1 1/8" = 1'-0 C D MAIN LEV Water closetcompartment must beat least 30" wide(finish dimension) per2015 IRC R307. - Decking specifications and evaluation report provided. (Docs: 975 Chatfield Rd - Decking Report.pdf, 975 Chatfield Rd - Decking Specifications.pdf) - Door 312A revised to swing inwards. (Sheet: IA-1.3a) - Spot elevations added. (Sheet: IA-1.3a) - Glass guards info and details provided. (Sheet: IA-3.0) - Two plies of equal laminated glass specified, fabricator specification/detail included. (Doc: 975 Chatfield Rd - Glass Railing Detail) - Water closet compartment revised to 31" wide. (Sheet: IA-1.3a) Page: IA-1.3a File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: Gas Log Conversion Author: nickt Color: Provide the following information on the conversion of the living room site built masonry fireplace to a gas log in accordance with 20015 IRC chapter 10: -Hearth extension dimensions and means of support R1001.10. (Hearth and hearth extension must be supported by non-combustible construction (may not bear on wood framing). Minimum hearth extension dimensions: <6 sqft opening: 16” deep, 8” each side. >=6 sqft opening: 20” deep, 12” each side.) -New surround and mantel design and materials. Demonstrate compliance with clearance to combustibles requirements of R1001.11 -Damper must be permanently open or use a flue sentinel (2015 IFGC 634) Page: IA-1.3b File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: PlanCheck Author: nickt Color: Note the skylight materials, including the thickness of the interlayer. 2015 IRC R308.6 requires a minimum 0.03" polyvinylbutryal interlayer, unless the skylight is 16sqft or less and is less than 12' above the interior floor, then it may have a 0.015" pvb interlayer. Provide a detail of the curb (minimum height 4"). Provide the U-factor of the skylight assembly- maximum 0.55 if using the prescriptive alternative in 2015 IECC 402.1.2. Page: IA-1.3b File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: 75% high efficacy lamps Author: nickt Color: A minimum of 75% of all lamps installed in permanent light fixtures must be high efficacy in dwelling units. Note this requirement on the plans. (2015 IECC R404.1 & C405.1) A B C D DN DN LINE OF ROOFABOVE DN RRR R DRR TDD D D D D D D D D D D D UP R R DD D TRASH DW W/DD ER R ER DEMO WALL AND RAILING D11 3/4"D DEMO BUILT-INSHELVESDEMOCONCRETEPEDESTALS R R R R R R R R R RR R R R R R R SINK EXISTING RAILING,TO BE REPLACEDWITH NEW CODECOMPLYING CABLERAILINGEXISTING DECK TOREMAINREMOVE ANDREPLACE SURFACEMATERIAL 1 2 3 4 5 A B C D DN DN BAR/BUFFE T C T R BAR AND W O R KSPACENEW DOORSNEW GAS LOG SET ML-04AGUESTBATHROOM ML-01BREAKFAST ML-03MECHANICAL ML-02KITCHEN ML-05MAINDINING ML-04GUESTBEDROOM ML-09CLOSET B ML-06BATHROOMML-12MASTERBEDROOM ML-11CLOSET A ML-10MATER BEDROOMDESK AREA ML-13MASTERBATHROOM ML-07LIVING LINE OF ROOFABOVE NEW GLASS METAL RAILDN ML-14CLOSET ML-08HALLWAY UP U.C.REF.U.C.WINEREF. REF.FRZ. INFILL AND PATCH 3'-0 1/4" 6'-7 3/4"9'-4 1/4"1'-3 1/2"9 3/4"6 3/4" NEW SHELVING NEW CODECOMPLIANTGLASS ANDMETAL RAILING NEW CODE COMPLIANTGLASS ANDMETAL RAILING NEW WOODTREADS DR-04 DR-06 DR-05 DR-02 DR-05 C D1D2 E FG1G2 H1 H2 H3 H4LMO1O2 P1 P2 N K J I1 I2 RELOCATEDCOLUMN, SEESTRUCTURAL DW TRASH SINK REPLACE EXTERIORSCONCES WITH NEWDARK SKY COMPLIANTFIXTURES, TYP. NEW FIREPLACE EXISTING DECKTO REMAIN NEW TREXSURFACEMATERIAL NEW CODECOMPLYINGCABLE RAILING IA-1.3a 1. PRELIMINARY REVIEW 03.21.20172. UPDATES FROM MTG 03.31.2017 MAIN LEVELDEMOLITION ANDPROPOSEDCONSTRUCTIONPLANS SCALE: MAIN LEVELDEMO PLAN11/8" = 1'-0" 3. WORK IN PROGRESS 06.27.20174. ISSUE FOR PERMIT 09.06.2017 PLUMBING SHOWER MAIN LEVEL MASTER BATHPLUMBING SHOWER HEAD MAIN LEVEL MASTER BATHPLUMBING SINK/FAUCET MAIN LEVEL MASTER BATHPLUMBING BATHTUB MAIN LEVEL MASTER BATHFLOOR TILE MAIN LEVEL MASTER BATHCASEWORK VANITY MAIN LEVEL MASTER BATHDOORS AS NOTED MAIN LEVEL MASTER BATHPARTITIONS AS NOTED MAIN LEVEL MASTER BATHCASEWORK BUILT-INS MAIN LEVEL MASTER BEDROOMPLUMBING SHOWER MAIN LEVEL GUEST BATHPLUMBING SHOWER HEAD MAIN LEVEL GUEST BATHPLUMBING SINK/FAUCET MAIN LEVEL GUEST BATHPLUMBING SINK/FAUCET MAIN LEVEL GUEST BATHPLUMBING BATHTUB MAIN LEVEL GUEST BATHFINISH WALLCOVERINGS MAIN LEVEL GUEST BATHPLUMBING SINK/FAUCET MAIN LEVEL KITCHENPLUMBING SINK/FAUCET MAIN LEVEL KITCHEN ISLAND NOTES: PROJECT ISSUANCES DRAWING PHASE: PROJECT NO. © 2017 COPYRIGHT MATTER INTERIORS, LLC SCALE:DRAWN BY: ISSUED FOR DATENO. BERNSTENRESIDENCE 975 Chatfield RdAspen, CO 81611 NCH DESIGN, LLC DBAMATTER INTERIORS, LLCPO BOX 1045, ASPEN, CO 81612970-379-5401WWW.MATTERINTERIOIRS.COMBUSINESS LICENSE 12685 GENERAL SCOPE NOTES:DRAWINGS AND SPECIFICATIONS DESCRIBES THEGENERAL SCOPE OF THE PROJECT AND DESIGNCONCEPT IN TERMS OF THE INTERIOR DESIGN,ARCHITECTURAL, MECHANICAL, ELECTRICAL, ANDPLUMBING SYSTEMS. THESE DOCUMENTS DO NOTNECESSARILY INDICATE OR DESCRIBE ALL OF THE WORKREQUIRED FOR THE FULL PERFORMANCE ANDCOMPLETION OF THE REQUIREMENTS OF THE CONTRACT.ON THE BASIS OF THE SCOPE INDICATED, DESCRIBED ORINFERRED, THE CONTRACTOR SHALL DETERMINE ANDINCLUDE IN THE PROPOSALS ALL ITEMS NECESSARY TOPROVIDE THE PROPER EXECUTION AND COMPLETION OFTHE WORK.GENERAL NOTES: 1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TOCONSTRUCTION AND/OR FABRICATION. ARCH-D [24"X36"] SHEET DATE 4 3 2 1 A B C D A B C D GENERAL CONTRACTOR: PLANNING APPROVALS N SCALE: MAIN LEVELCONSTRUCTION PLAN21/8" = 1'-0" Provide the following information on the conversion of the livingroom site built masonry fireplace to a gas log in accordance with20015 IRC chapter 10: -Hearth extension dimensions and means of support R1001.10. (Hearth and hearth extension must be supported bynon-combustible construction (may not bear on wood framing).Minimum hearth extension dimensions: <6 sqft opening: 16” deep, 8” each side.>=6 sqft opening: 20” deep, 12” each side.) -New surround and mantel design and materials. Demonstratecompliance with clearance to combustibles requirements of R1001.11-Damper must be permanently open or use a flue sentinel (2015IFGC 634) 1 2 3 4 5 A B C D LINE OF ROOFABOVE D D D ER D DERDD DERD D D D D DDD D D D D D D D D D D D DD D DDD D D ER SP 20'-6"8'-10" 8'-11"20'-6" 7'-10 1/2"8'-11" 7'-10" 1/2" 6'-7 1/2" 6'-7 1/2" 8'-10" 7'-10" SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT 8'-9" 7'-10" 8'-9 1/4" 7'-10"7'-10" 8'-9" 8'-9 1/4" 7'-10" 8'-9 1/4"8'-11"9'-10"10'-2"11'-3 1/2"9'-1" R R R R R 1 2 3 4 5 A B C D ML-04AGUESTBATHROOM ML-01BREAKFAST ML-03MECHANICAL ML-02KITCHEN ML-05MAINDINING ML-04GUESTBEDROOM ML-09CLOSET B ML-06BATHROOMML-12MASTERBEDROOM ML-11CLOSET A ML-10MATER BEDROOMDESK AREA ML-13MASTERBATHROOM ML-07LIVING LINE OF ROOFABOVE ML-14CLOSET ML-08HALLWAY ER ER ER L L L L LL LLLL L L L LLL L ER 20'-6"8'-10" 8'-11"20'-6" 7'-10 1/2"8'-11" 7'-10" 1/2" 6'-7 1/2" 6'-7 1/2" 8'-10" 7'-10" 8'-9" 7'-10" 8'-9 1/4" 7'-10"7'-10" 8'-9" 8'-9 1/4" 7'-10" 8'-9 1/4"8'-11"9'-10"10'-2"11'-3 1/2"9'-1" SKYLIGHT SKYLIGHT NEW CO DETECTORS PER CITYORDINANCE 31, 2011VERIFY EXISTING SMOKEDETECTOR SYSTEM IS INOPERATION AND MEETS IRC R314 SKYLIGHT SKYLIGHT SKYLIGHT X Y Z1 Z2 Z3 IA-1.3b 1. PRELIMINARY REVIEW 03.21.2017 2. UPDATES FROM MTG 03.31.2017 MAIN LEVELDEMOLITION ANDPROPOSEDREFLECTED CEILINGPLANS SCALE: MAIN LEVEL REFLECTED CEILING PLAN21/4" = 1'-0" 3. WORK IN PROGRESS 06.27.20174. ISSUE FOR PERMIT 09.06.2017 NOTES: PROJECT ISSUANCES DRAWING PHASE: PROJECT NO. © 2017 COPYRIGHT MATTER INTERIORS, LLC SCALE:DRAWN BY: ISSUED FOR DATENO. BERNSTENRESIDENCE 975 Chatfield RdAspen, CO 81611 NCH DESIGN, LLC DBAMATTER INTERIORS, LLCPO BOX 1045, ASPEN, CO 81612970-379-5401WWW.MATTERINTERIOIRS.COMBUSINESS LICENSE 12685 GENERAL SCOPE NOTES:DRAWINGS AND SPECIFICATIONS DESCRIBES THEGENERAL SCOPE OF THE PROJECT AND DESIGNCONCEPT IN TERMS OF THE INTERIOR DESIGN,ARCHITECTURAL, MECHANICAL, ELECTRICAL, ANDPLUMBING SYSTEMS. THESE DOCUMENTS DO NOTNECESSARILY INDICATE OR DESCRIBE ALL OF THE WORKREQUIRED FOR THE FULL PERFORMANCE ANDCOMPLETION OF THE REQUIREMENTS OF THE CONTRACT.ON THE BASIS OF THE SCOPE INDICATED, DESCRIBED ORINFERRED, THE CONTRACTOR SHALL DETERMINE ANDINCLUDE IN THE PROPOSALS ALL ITEMS NECESSARY TOPROVIDE THE PROPER EXECUTION AND COMPLETION OFTHE WORK.GENERAL NOTES:1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TOCONSTRUCTION AND/OR FABRICATION. ARCH-D [24"X36"] SHEET DATE 4 3 2 1 A B C D A B C D GENERAL CONTRACTOR: PLANNING APPROVALS N SCALE: MAIN LEVEL DEMO REFLECTED CEILING PLAN11/4" = 1'-0" Note the skylight materials, includingthe thickness of the interlayer. 2015IRC R308.6 requires a minimum 0.03"polyvinylbutryal interlayer, unless theskylight is 16sqft or less and is lessthan 12' above the interior floor, then itmay have a 0.015" pvb interlayer.Provide a detail of the curb (minimumheight 4"). Provide the U-factor of theskylight assembly- maximum 0.55 ifusing the prescriptive alternative in2015 IECC 402.1.2. LEVEL DEMO ECTED CEILING PLAN " = 1'-0" A minimum of 75% of all lamps installed in permanent light fixturesmust be high efficacy in dwelling units. Note this requirement on the plans. (2015 IECC R404.1 & C405.1) - Skylight specifications provided. (Doc: 975 Chatfield Rd - Skylights Specs and Details) - Curb detail provided. (Sheet: IA-3.0) - U factor added to the window schedule. (Sheet: G.03) Note added to electrical requirement. (Sheets: 1-COVER) - Existing masonry fireplace to remain. - New gas line and PFS certified gas log set added. - Existing hearth and hearth extension are non-combustible construction: fire brick and concrete. - No new surround materials and mantel are used. (Doc: 975 Chatfield Rd - Existing Fireplace Photos) - Flue sentinel has been specified. (Doc: 975 Chatfield Rd - Flue Sentinel ) Page: IA-1.4b File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: Bath Fans Author: nickt Color: Provide bathroom exhaust fans at all altered bathrooms. Fans should be in water closet enclosures and in rooms containing a bathtub or shower. Operable windows may not substitute for a fan. Show all locations. Ordinance 40, 2016 Page: IA-1.4b File Name: PlanSet.975 Chatfield Rd.2017.09.ID.pdf Subject: Smoke Alarms Author: nickt Color: Show the location of smoke alarms and carbon monoxide detectors on the floor plans per R314 and Municipal Code Title 8. Page: 6 File Name: PlanSet.975 Chatfield Rd.2017.09.Structural.pdf Subject: PlanCheck Author: nickt Color: Provide a special inspection agreement signed by all parties (engineer exempt as they have already fulfilled their duties). PlanSet.975 Chatfield Rd.2017.09.Structural.pdf (1) DD 5 UL-104GARAGE LE: PPER LEVEL DEMO EFLECTED CEILING PLAN 1/8" = 1'-0"Provide bathroom exhaust fans at all altered bathrooms. Fans should be in water closet enclosures and in rooms containing a bathtub or shower. Operable windows may not substitute for a fan. Show all locations. Ordinance 40, 2016 D D D D D D D D D D D ER 5 UL-104GARAGE E: PER LEVEL DEMO FLECTED CEILING PLAN 1/8" = 1'-0" Show the location of smoke alarmsand carbon monoxide detectors on the floor plans per R314 andMunicipal Code Title 8.3"3"14"BEAMWIDTH+1/8"14"14"5" 112" @ 1 1/2" = 1'-0"TYPICAL STEEL BOOT 1703942/3 BEAMDEPTH14"STEEL BEAM AT SIMILARPROVIDE 1/4" STIFFENERAT STEEL BOOT2 BOLTS FOR BEAMSDEEPER THAN 12"TS COLUMNSEE PLAN 1/4" STEEL BOOT 3/4"Ø THRU- BOLTS 1/4 BOOT HT.TS COLUMNSEE PLAN GENERAL NOTESBERNSTEN RESIDENCE08/03/17A.DESIGN LIVE LOADS1. GROUND SNOW 100 psfROOF SNOW LOAD 75 psf2. RESIDENTIAL 40 psf3. WIND: BASIC WIND SPEED 115 mphEXPOSURE B .4. SEISMIC CATEGORY C .B.DESIGN CODES1. INTERNATIONAL RESIDENTIAL CODE (2015)2. ACI BUILDING CODE (ACI 318-14)3. AISC STEEL CONSTRUCTION MANUAL (14th EDITION)4. AITC TIMBER CONSTRUCTION MANUAL (4th EDITION) C.SPECIAL INSPECTIONSPECIAL INSPECTION REQUIREMENTS LISTED BELOW ARE BASED ON THEREQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE. THE REQUIREMENTSARE TO BE ENFORCED BY THE LOCAL BUILDING OFFICIAL. THE OWNER SHALL RETAINTHE "INDEPENDENT INSPECTOR" AS REQUIRED BY CHAPTER 17 OF THE IBC AND THELOCAL BUILDING OFFICIAL. THE REQUIREMENTS LISTED BELOW ARE BASED ON ASTRICT INTERPRETATION OF THE IBC AND MAY NOT BE REQUIRED BY THE LOCALBUILDING OFFICIAL BASED ON EXCEPTIONS LISTED IN IBC SECTION 1704.2.CONCRETE - SHALL BE IN ACCORDANCE WITH TABLE 1705.3, EXCEPT SPECIALINSPECTION IS NOT REQUIRED FOR TYPICAL FOUNDATIONS FOR BUILDINGS LESS THAN3 STORIES WITH R-3 OCCUPANCY, UNLESS REQUIRED BY BUILDING OFFICIAL, BUTCONCRETE MATERIAL SAMPLING SHALL STILL BE PERFORMED, DESIGN OF EMBEDDEDANCHOR BOLTS HAVE NOT BEEN INCREASED PER SECTION 1911.5, THUS NOTREQUIRING SPECIAL INSPECTION. EMBEDDED ANCHOR BOLTS, INSTALLED PER IRCSECTION R403.1.6, ONLY REQUIRE SPECIAL INSPECTION IF DETERMINED NECESSARY BYTHE BUILDING OFFICIAL, PER IRC SECTION R109.1.5. CONCRETE MASONRY - MASONRY HAS BEEN DESIGNED USING THE EMPIRICAL METHODPER SECTION 2109, WHICH DOES NOT REQUIRE SPECIAL INSPECTION. SHEAR WALLSAND OTHER MASONRY WALLS, AS INDICATED ON THE PLANS, HAVE NOT BEENDESIGNED USING THE EMPIRICAL METHOD AND REQUIRE SPECIAL INSPECTION PERSECTION 1705.4. STRUCTURAL STEEL - SPECIAL INSPECTION, ALSO REFERRED TO AS QUALITY CONTROLINSPECTION AND QUALITY ASSURANCE INSPECTION, SHALL BE PER AISC360-10 SECTIONN. ALL BOLTED CONNECTIONS ARE BEARING TYPE CONNECTIONS, UNLESS NOTEDOTHERWISE, REQUIRING INSPECTION ON A RANDOM BASIS. SPECIAL INSPECTION ISNOT REQUIRED FOR BOLTS LABELED AS "A307" ON THE STRUCTURAL PLANS. ALL SHOPAND FIELD WELDS REQUIRE PERIODIC SPECIAL INSPECTION. STRUCTURAL STEEL ANDSTEEL DECK USED IN COMPOSITE CONSTRUCTION REQUIRE CONTINUOUS SPECIALINSPECTION. SPECIAL INSPECTION IS NOT REQUIRED FOR FABRICATION WHICHOCCURS ON THE PREMISES OF AN "APPROVED FABRICATOR" AS DEFINED IN IBCSECTION 1704.2.5 AND AISC 360-10 SECTION N7. MECHANICAL CONCRETE FASTENERS (EXPANSION AND SCREW TYPE) REQUIRE ONLYPERIODIC INSPECTION PER IBC SECTION 1705.3. EPOXY TYPE CONCRETE FASTENERS (ADHESIVE) REQUIRE ONLY PERIODIC SPECIALINSPECTION PER TABLE 1705.3, UNLESS IT IS INDICATED ON THE STRUCTURALDRAWINGS AS BEING A FASTENER REQUIRING CONTINUOUS INSPECTION. SPECIALTY SYSTEMS SUBMITTED SUCH AS, BUT NOT LIMITED TO CARBON FIBERREINFORCING, MICRO-PILE FOUNDATION ELEMENTS, HELICAL PIERS, AND OTHERSPECIALTY COMPONENTS WHERE THE DESIGN IS PERFORMED BY ANOTHER LICENSEDENGINEER, SHALL BE INSPECTED IN ACCORDANCE WITH THE RECOMMENDATIONS BYTHE LICENSED ENGINEER FOR THAT COMPONENT. D.FOUNDATIONBUILDING FOUNDATION SYSTEM HAS BEEN DESIGNED USING AN ASSUMED MAXIMUMALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF AND A PASSIVE EQUIVALENT FLUIDLATERAL EARTH PRESSURE OF 45 PCF. FOOTINGS SHALL BE PLACED ON UNDISTURBEDSOIL. SOILS ARE ASSUMED TO BE UNIFORM, NON-EXPANSIVE, AND NON-COMPRESSIVE.THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILSEXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO SUBMIT A WRITTENREPORT. NO FOOTINGS SHALL BE POURED UNTIL A VERBAL SUMMARY HAS BEEN GIVENTO THE STRUCTURAL ENGINEER BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALLALSO BE CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATIONDRAINAGE REQUIREMENTS AND ANY ADDITIONAL CONSTRUCTION REQUIREMENTSAFFECTED BY SOILS. F.CONCRETECONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI 318-14). ALL SLABS ONGRADE, BEAMS, AND STRUCTURAL SLABS SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 4000 PSI IN 28 DAYS. ALL OTHER CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. ALL CONCRETE SHALL HAVE AMINIMUM OF 20% FLY ASH CONTENT. THE OWNER SHALL ENGAGE A QUALIFIED,INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE MATERIALS, PERFORMTESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT TO ASSURE THEQUALITY OF THE MATERIALS USED AND THE ACCURACY OF PLACEMENT. (NOTE: SEESECTION C OF THE GENERAL NOTES FOR SPECIAL INSPECTION AND TESTINGREQUIREMENTS.) MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPTSLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAWCUT) AT A MAXIMUM 15'-0" ON CENTER EACH WAY UNLESS OTHERWISE SHOWN ONPLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE 60 (ASTM A706 GRADE 60 SHALLBE USED WHERE REINFORCING IS TO BE WELDED.) NO SPLICES OF REINFORCING SHALLBE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT ASDETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. WHERE APPROVED, ALLWELDING SHALL CONFORM TO AWS D1.4. LAP SPLICES, WHERE PERMITTED, SHALL BEAS SHOWN IN THE TABLE BELOW, UNLESS NOTED OTHERWISE. BAR SIZE MINIMUM LAP MIN RADIUS OF BEND#4 2'-0" 1 1/2"#5 2'-4" 1 7/8" PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE2 - #5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGSIN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORTREINFORCING AT POSITIONS SHOWN ON THE PLANS. WELDED WIRE FABRIC SHALLCONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2"AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMNBEARING PLATES SHALL CONFORM TO ASTM A307 AND BE PLACED WITH SETTINGTEMPLATES. G.CONCRETE MASONRYALL CMU SHALL CONFORM TO ASTM C90. CMU USED BELOW GRADE AND ALLEXTERIOR WALLS SHALL BE GRADE N-1. INTERIOR CONCRETE MASONRY UNITS NOTEXPOSED TO WEATHER OR EARTH MAY BE GRADE N-1 OR S-1. ALL MORTAR FOREXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL CONFORM TO ASTM 270, TYPES. GROUT FOR MASONRY BOND BEAMS AND PILASTERS SHALL BE MADE WITH STONEAGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. ALLMASONRY SHALL DEVELOP 1350 PSI ULTIMATE COMPRESSIVE STRENGTH (f'm) IN 28 DAYS.ROD GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND AGAIN FIVEMINUTES LATER. (NOTE: SEE SECTION C OF THE GENERAL NOTES FOR SPECIALINSPECTION AND TESTING REQUIREMENTS.). PLACE CONTROL JOINTS IN CMU WALLSMAXIMUM 24'-0" O.C. EXCEPT CMU FOUNDATION WALLS. HORIZONTAL REINFORCING SHALL BE STANDARD "DUR-O-WAL" OR AUTHORIZEDEQUIVALENT SPACED AT 16" O.C. EXCEPT AS NOTED. VERTICAL REINFORCING SHALLEXTEND FOR THE FULL HEIGHT OF THE WALL IN GROUTED CELLS. GROUT LIFTS SHALLNOT EXCEED 4'-0" UNLESS CLEAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTSSHALL NOT EXCEED 8'-0". PROVIDE 1 - #5 IN CENTER OF GROUTED CELL AT ALLCORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OFCONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 48" O.C. UNLESS NOTEDOTHERWISE ON PLAN. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITHDOWELS TO MATCH WALL REINFORCING. PROVIDE 2 - #5 CONTINUOUS HORIZONTAL IN8" DEEP GROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 48" LONGBELOW ALL BEAM BEARINGS. REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60. AT SPLICES, LAP BARS 40 DIAMETERS. AT CORNERS AND INTERSECTIONS,MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS.AROUND OPENINGS IN WALLS, PROVIDE 1 - #4 TO EXTEND A MINIMUM OF 24" BEYONDEDGE OF OPENING. H.STEELALL WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM A992. FOR S, M, AND HPSHAPES AND CHANNELS, STEEL SHALL CONFORM TO A36. TUBE COLUMNS SHALLCONFORM TO ASTM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO FINGER-JOINTED STUDS MAY BE USED IN NON-STRUCTURAL APPLICATIONS PROVIDEDDESIGN VALUES AS LISTED FOR “LIGHT FRAMING STUDS” ABOVE ARE ACHIEVED. SIZESSHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLIDBLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM 1 X 4CROSS-BRIDGING AT NOT MORE THAN 8'-0" O.C. BETWEEN SUPPORTS EXCEPT ASOTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNINGPARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNINGPERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" O.C. FORSTUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING IBCMINIMUM REQUIREMENTS. CONNECTORS SHOWN ON THE PLANS AREMANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY. WHERE HANGERS AREINDICATED TO BE FASTENED TO CONCRETE OR MASONRY WITH TITEN SCREWS,HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH TECHNICAL BULLETIN"T-HUHUCTTN" BY SIMPSON STRONG-TIE. CONNECTORS BY OTHER MANUFACTURERSSHALL BE DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO ORGREATER THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURER'SRECOMMENDATIONS FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BEACCORDING TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. PROVIDESIMPSON H2.5A TIE WHERE ROOF RAFTERS BEAR ON AN EXTERIOR WALL AND THEADJACENT OVERHANG EXCEEDS 2'-6", UNLESS NOTED OTHERWISE. WHEN PRESSURETREATED OR WOLMANIZED MATERIAL IS SPECIFIED, ALL FASTENERS AND CONNECTORSSHALL BE EITHER HOT-DIP GALVANIZED OR STAINLESS STEEL. PLYWOODFOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADETRADEMARKED CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE GRAINPERPENDICULAR TO SUPPORTS AND STAGGER JOINTS FOR FLOOR AND ROOFSHEATHING. PLYWOOD OVER DECKING TO BE LAYED PERPENDICULAR TO DECKING.STAGGER JOINTS TO AVOID PLYWOOD EDGE ALONG PLANK EDGE. ALL NAILINGCOMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLEBELOW FOR USE REQUIREMENTS: USE THICKNESS SPAN/INDEX EDGE INTERRATIONAILINGNAILINGFLAT ROOF 3/4" 48/24 8d@6"OC 8d@12"OCSLOPED ROOF 5/8" 32/16 8d@6"OC 8d@12"OCFLOOR 3/4" T&G 48/24 8d@6"OC 8d@12"OCOVER T&G DECK'G 1/2" ORIENTED 24/0 5d@4"OC 5d@8"OCSTRAND BOARDSHEAR WALL 1/2" PLYW'D 24/0 8d@4"OC 8d@12"OC1/2" ORIENTED 24/0 10d@3"OC 10d@12"OCSTRAND BOARD ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. ORIENTED STRANDBOARD (OSB) SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIORAPPROVAL OF ARCHITECT AND ENGINEER. ORIENTED STRAND BOARD (OSB)SHEATHING SHALL COMPLY NOT LESS THAN TYPE M EXTERIOR GLUE AND SHALL HAVEA SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES.CONTACT STRUCTURAL ENGINEER AND ARCHITECT FOR SUBSTITUTION APPROVALPRIOR TO CONSTRUCTION. GLUE LAMINATED BEAMSHORIZONTALLY LAMINATED TIMBER HEADERS AND BEAMS CALLED FOR ON THEDRAWINGS AS "GL" ARE AS MANUFACTURED BY THE BOISE CASCADE CORPORATION OFWHITE CITY, OREGON. GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBEROF EITHER DOUGLAS FIR/LARCH OR SOUTHERN PINE. LAMINATED MEMBERS SHALL BEDESIGNED AND FABRICATED IN ACCORDANCE WITH "THE STANDARD SPECIFICATIONSFOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED LUMBER"PUBLISHED BY THE AITC AND THE APPROPRIATE LUMBER PRODUCERS' ASSOCIATION."APPEARANCE GRADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED SHALLBE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERSSHALL BE BUILT UP USING 2" NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR GLUELAMINATED MEMBERS. ALLOWABLE UNIT STRESSES FOR DRY CONDITIONS OF USE REQUIRED SHALL BE ASFOLLOWS:MEMBERS STRESSED PRINCIPALLY IN BENDING (BEAMS, GIRDERS) - COMB 24F Fb =2400 PSI Fv = 240 PSI E = 1800000 PSI. PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS. LAMINATED VENEER LUMBER BEAMSHEADERS AND BEAMS CALLED FOR ON THE DRAWINGS AS "LVL" ARE VERTICALLYLAMINATED VENEER LUMBER PRODUCED AND TESTED IN ACCORDANCE WITH ICBOSTANDARDS TO HAVE ALLOWABLE STRESSES LISTED BELOW. Fb =2600 PSI Fv = 285 PSI E = 1800000 PSI. LAMINATED VENEER LUMBER HEADERS AND BEAMS SHALL BE ONLY IN DRYAPLLICATIONS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS IS REQUIRED, THE MEMBERSSHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16-PENNY COMMON NAILSSPACED 12" O.C. FOR MEMBERS WITH 14" AND GREATER DEPTH, USE THREEROWS. BEAMS OF FOUR MEMBERS OR MORE SHALL BE FASTENED TOGETHER WITH ONEOF THE FOLLOWING: TWO ROWS OF 1/2" DIAMETER THRU-BOLTS @ 24", TWO ROWSOF 1/4” DIAMETER x 6” SIMPSON STRONG-TIE SDS SCREWS @ 24” O.C., OR 2 ROWS OF 63/4” FASTENMASTER TRUSSLOK SCREWS @ 16” O.C. TYPICALLY UNLESS NOTEDOTHERWISE. STRAND-GUARD LUMBER PLATESZINC BORATE TREATED LAMINATED STRAND LUMBER SILL PLATES CALLED FOR ON THEDRAWINGS AS "STRAND-GUARD" ARE AS MANUFACTURED BY THE WEYERHAEUSERCORPORATION OF BOISE, IDAHO. STRAND-GUARD PLATES SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STANDARDGALVANIZED FASTENERS AND HANGERS MAY BE USED, AND TREATMENT OF CUTS ISNOT REQUIRED WITH STRAND-GUARD LUMBER. IF STANDARD PRESSURE TREATEDLUMBER IS TO BE SUBSTITUTED, CONSULT ENGINEER FOR ALTERNATE FASTENER ANDHANGER COATINGS. J.ENGINEERED STRUCTURAL COMPONENTS STEEL BEAMSEE PLAN 1/4" ENDPLATE T. BEAM=(E) T. WALLV.I.F. (E) T. FOOTINGV.I.F. NOTE:FOOTING TO BEARON UNDISTURBEDNATIVE SOILS.1/4 SEE PLAN FORFTG. & REINF. 4- 3/4"Ø x 10"ANCHOR BOLTS STEEL COLUMNSEE PLAN T. FOOTINGV.I.F.V.I.F.SEE PLAN(E) STEELCOL. V.I.F. (E) CONC.FTG. V.I.F. NEW FOOTING @ EXIST'G@ 3/4"=1'-0"170391 3/4"x10"x10" STL. BASE PLATEOVER 1"± NON-SHRINK GROUT SEE PLAN WOOD FINISHPER ARCH.3/4" x 10" STL.TREAD PLATE HSS 8x3x 1/4"RISER TUBES TYP.1/4 1/2"x1/2" STL.RISER BAR NOTE:PROVIDE 1"± NON- SHRINKGROUT UNDER BASE PLATES. BASE PLATE DETAILS@ 1 1/2"=1'-0"17039 LC LCLC 22112"112"112"3"EQ.EQ.3"112" 112"112" 4"3"4"3"112"1"1"1"1"212"212"COLUMNTHERLAN) Ø x 10"LTS Ø x 10"LTS B. PL 'C'@ 3/4" x 5" x 1'-4" B. PL 'D'@ 3/4" x 11" x 11" 4- 1/2"Ø x 10"A. BOLTS 4- 1/2"Ø x 10"A. BOLTS SET COL. FLUSHTO EDGE OF B.PLATE @ C.1 SET COL FLUSHTO EDGE OF B.PLATE @ C.1EQ.LCEQ.TYP. Provide a specialinspection agreementsigned by all parties(engineer exempt asthey have alreadyfulfilled their duties). Special inspection agreement provided. (Doc: 975 Chatfield Rd - Special Inspections) - All Reflected Ceiling Plans revised to show bathroom exhaust fans. (Sheets: IA-1.1b, IA-1.2b, IA-1.3b, IA-1.4b) - Plans revised to show devices specified by the Life Safety Consultant. - Consultant Submittal provided. (Doc: 975 Chatfield Rd - Life Safety Device Plan)