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AGENDA TRI-COUNTY TECHNICAL ADVISORY COMMITTEE Friday, August 14, 2020 10:00 A.M. VIRTUAL MEETING Meeting link: Meeting ID: 916 8854 1003 One tap mobile +12532158782,,91688541003# US (Tacoma) Call in phone number: +1 [PHONE REDACTED] US (San Jose) Meeting ID: 916 8854 1003 Find your local number: For assistance with meeting functionality please contact [PHONE REDACTED] for technical assistance. For further information on any of the agenda items, please contact Alpine County Community Development Department at (530) 694-2140. Off-agenda items must be approved by the Tri- County Technical Advisory Committee pursuant to Section 5496.5 of the Government Code. A. Call to Order B. Approve Agenda C. Correspondence D. Minutes: February 14, 2020 E. Public Matters: Information items and persons wishing to address the Committee regarding non-agenda items. F. Agenda Items: ITEM 1: Discussion and possible recommendation to the Amador County Planning Commission of an application for a variance to the front yard setback requirement to construct an roof located at 33800 Dangburg Dr. The total area of new construction within the required yard setback is 88 square feet. Applicant: Brandi Benson. APN: 026-174-003-0 ITEM 2: Discussion and possible action on a request to delay the review and acceptance of Kirkwood Specific Plan Mitigation Measure 4.7(b) to conduct traffic studies every three years due to possible impacts of the COVID-19 pandemic on ski resort visitation and traffic. Applicant: Kirkwood Mountain Resort ---PAGE BREAK--- ITEM 3: Discussion and possible acceptance of annual Kirkwood Specific Plan Mitigation Measures: o Cultural resources o Fishing posters o Street sweeping o Parking analysis o Avalanche mitigation o Employee housing o Snowmaking noise Applicant: Kirkwood Mountain Resort G. Adjourn ---PAGE BREAK--- ITEM 1 BENSON VARIANCE ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- F.A. FIRE ALARM F.A.U.FORCED AIR UNIT F.C.U.FAN COIL UNIT F.D. FLOOR DRAIN FND FOUNDATION F.E. FIRE EXTINGUISHER F.F. FINISHED FLOOR F.F.B. FINISHED FLOOR BREAK F.G. FIXED GLASS F.H. FIRE HYDRANT F.L. FLOW LINE F.J. FLUSH JOINT FLR FLOOR F.O.S. FACE OF STUD F.O.W. FACE OF WALL FP FIREPLACE F.R.P. FIBER REINFORCED PLASTIC FT FOOT FTG FOOTING G GAS GLB GLU-LAM BEAM G.S. GYPSUM SHEATHING G.W.B. GYPSUM WALL BOARD H.B. HOSE BIB HT HEIGHT HTG HEATING H.V.A.C. HEATING / VENTILATING / AIR CONDITIONING H.W. HOT WATER I.D. INSIDE DIAMETER JST JOIST JT JOINT LAM LAMINATED LAV LAVATORY L.B. LAG BOLT L.L. LIVE LOAD LT LIGHT L.V.L. LAMINATED VENEER LUMBER M.B. MACHINE BOLT M.C. MEDICINE CABINET M.D.F. MEDIUM DENSITY FIBERBOARD MH MANHOLE MTL METAL NEW N.I.C. NOT IN CONTRACT NO. NUMBER N.T.S. NOT TO SCALE O/ OVER O.A.E.OR APPROVED EQUAL O.C. ON CENTER O.D. OUTSIDE DIAMETER OH OVERHEAD O.R.D. OVERFLOW ROOF DRAIN O.S.B.ORIENTED STRAND BOARD P.D.F. POWDER DRIVEN FASTENER P.LAM. PLASTIC LAMINATE PLYWOOD PNT PAINT P.T. PRESSURE TREATED R RISER R.A. RETURN AIR R/C REINFORCED CONCRETE R.D. ROOF DRAIN RDWD REDWOOD REV REVISION RM ROOM R.O. ROUGH OPENING R/S REINFORCING STEEL R.W.L. RAIN WATER LEADER S.A.M.F. SELF-ADHERED MEMBRANE FLASHING S.B. SOLID BLOCKING S.B.A. SELECTED BY ARCHITECT S.B.O.SELECTED BY OWNER S.D. STORM DRAIN S.E.D. SEE ELECTRICAL DRAWINGS SHT SHEET SHELVES / SHELVING SHWR SHOWER SLR SEALER SLDR SLIDER S.M.D. SEE MECHANICAL DRAWINGS SPEC SPECIFICATIONS S.P.D. SEE PLUMBING DRAWINGS S.&R. SHELF AND ROD S.S. SANITARY SEWER S.S.D. SEE STRUCTURAL DRAWINGS STN STAIN STO STORAGE STRUCT STRUCTURE / STRUCTURAL SUSP SUSPENDED S.W. SHEAR WALL T TREAD T.B. TOWEL BAR T.C. TRASH COMPACTOR TEMP TEMPERED T.O.C.TOP OF CURB G.TONGUE AND GROOVE THK THICK (NESS) THR THRESHOLD T.O.B.TOP OF BEAM T.O.PL. TOP OF PLATE T.O.S. TOP OF SLAB T.O.STL. TOP OF STEEL T.O.W. TOP OF WALL U.O.N. UNLESS OTHERWISE NOTED V.BR. VAPOR BARRIER VENT VENTILATOR / VENTILATION V.G.D.F. VERTICAL GRAIN DOUGLAS FIR V.I.F. VERIFY IN FIELD W.C. WATER CLOSET WD WOOD W/D WASHER / DRYER W.H. WATER HEATER WP WATERPROOF W.R.B. WATER RESISTIVE BARRIER WSCT WAINSCOT A.B. ANCHOR BOLT A.C. AIR CONDITIONING A.F.F. ABOVE FINISHED FLOOR ALUM. ALUMINUM BLKG BLOCKING BLW BELOW BRZ BRONZE BTN BATTEN B.U.R. BUILT UP ROOFING CAB CABINET C.A.R.COLD AIR RETURN C.J. CONTROL JOINT CLG CEILING C.M.U. CONCRETE MASONRY UNIT C.O. CLEAN OUT C.O.T.G. CLEAN OUT TO GRADE COL COLUMN CONCCONCRETE CONT CONTINUOUS CPT CARPET C.T. CERAMIC TILE C.W. COLD WATER D.F. DOUGLAS FIR D.L. DEAD LOAD DN DOWN DWG DRAWING DW DISHWASHER (E)EXISTING EA EACH E.J. EXPANSION JOINT ELEC ELECTRIC / ELECTRICAL E.P. ELECTRIC PANEL EQUIP EQUIPMENT EXT EXTERIOR 1. ALL WORK SHALL BE COMPLETED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP AND BEST TRADE PRACTICES. 2. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND/OR LOCAL CODES, LAWS AND ORDINANCES, RULES AND REGULATIONS. REFERENCES IN THE DRAWINGS & SPECIFICATIONS TO "CODE" OR TO "BUILDING CODE" NOT OTHERWISE IDENTIFIED SHALL BE IN REFERENCE TO THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE, INCLUDING ALL ADDENDA, IN EFFECT ON THE DATE OF RECEIPT OF BIDS. NOTHING IN THE DRAWINGS IS TO BE CONSTRUED AS PERMITTING WORK THAT IS CONTRARY TO THESE RULES, REGULATIONS, AND CODES. CONTRACTOR TO NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE IDENTIFIED DURING CONSTRUCTION IN ORDER TO BE RECONCILED WITH CODE REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS WITH THOSE AT THE SITE. WRITTEN DIMENSIONS ARE TO BE USED, DO NOT SCALE PLANS. ANY VARIATION WHICH REQUIRES PHYSICAL CHANGE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IF DISCREPANCIES, INCONSISTENCIES OR UNANTICIPATED CONDITIONS ARE ENCOUNTERED. 1 GRID LINE SECTION IDENTIFICATION SHEET DESIGNATION DETAIL IDENTIFICATION SHEET DESIGNATION ELEVATION DESIGNATION SHEET DESIGNATION ELEVATION IDENTIFICATION SHEET DESIGNATION EXTERIOR ELEVATION SECTION DETAIL INTERIOR ELEVATION ELEVATION SPOT ELEVATION ROOM IDENTIFICATION WINDOW IDENTIFICATION DOOR IDENTIFICATION MATCH LINE WALL ASSEMBLY TYPE ROOF OR FLOOR / CEILING ASSEMBLY TYPE REVISION IDENTIFICATION X X.X X X.X X X X X X.X X X.X xxx X X X X X ANGLE CENTER LINE CHANNEL DIAMETER INCHES FEET PENNY PERPENDICULAR PROPERTY LINE POUND Ø " d # CL ' EARTH (CUT) CONCRETE CONCRETE MASONRY UNIT (CUT) FRAMING MEMBER (CONTINUOUS) PLYWOOD (CUT) FINISH MILLWORK (CUT) GYPSUM WALL BOARD OR SAND (CUT) ASPHALTIC CONCRETE PAVING (CUT) METAL STEEL OR IRON (CUT) BATT INSULATION (SECTION) RIGID, SPRAY-IN OR BLOWN-IN INSULATION FRAMING MEMBER (BLOCKING) ECOSENSE DESIGNS ANNE-FLORE DWYER [EMAIL REDACTED] PO BOX 702 TRUCKEE CA 96160 (530)220-0531 CA LICENSE C-35719 DATE: REVISIONS: All drawings, specifications, and any other documents created by the architect, and other persons working for the architect, including electronic documents, are instruments of service. The instruments of service are to be used solely for this project. The architect will be the sole author and owner of these instruments of service and will retain all rights, common law, and copyrights to these instruments of service. STATUS: SCALE: 12" = 1'‐0" COVER SHEET BENSON ENTRY ADDITION 33800 DANBURG DRIVE KIRKWOOD CA 95646 APN 026‐174‐003‐000 7/13/2020 A0.1 BLDG. PERMIT SUB. BENSON RESIDENCE ENTRY CANOPY ADDITION 33800 DANBURG DRIVE KIRKWOOD CA 95646 APN: 026‐174‐003‐000 OWNER: BRANDI & ED BENSON 33800 DANBURG DRIVE KIRKWOOD CA 95646 (916)873-3747 ARCHITECT: ECOSENSE DESIGN ANNE-FLORE P. DWYER PO BOX 702 TRUCKEE CA 96160 (530)220-0531 STRUCTURAL ENGINEER: LIAM BAILEY PO BOX 280 PIONEER CA 95666 (209)256-6510 CODE REQUIREMENTS: OCCUPANCY CLASSIFICATION: R3 CONSTRUCTION TYPE: VB, NON-SPRINKLERED APPLICABLE CODES: THE PROJECT SHALL COMPLY WITH ALL APPLICABLE CODES INCLUDING: 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA GREEN BUILDING STANDARD AMADOR COUNTY CODES PROJECT CONSISTS OF ADDITION OF ENTRY CANOPY AT EXISTING PRIMARY ENTRANCE OF EXISTING RESIDENCE. EXISTING STAIR, LANDING AND STORAGE SPACE AT THIS LOCATION TO BE REPLACED WITH NEW. NEW STAIN COLOR AT EXISTING RESIDENCE AND ADDITION NO CONDITIONED SPACE TO BE ADDED UNCONDITIONED SPACE: PROPOSED UNCONDITIONED SPACE: COVERED ENTRY: 63 SF STORAGE: 74 SF TOTAL: 137 SF SHEET NUMBER SHEET NAME ARCHITECTURAL A0.1 COVER SHEET A1.1 SITE PLAN & DETAILS A2.1 PLANS & SECTIONS A3.1 EXTERIOR ELEVATIONS A4.1 DETAILS STRUCTURAL S1 DECK FRAMING PLAN BUILDING CODE NOTES VICINITY MAP PROJECT DESCRIPTION SHEET LIST PROJECT SITE ABBREVIATIONS GENERAL NOTES REFERENCE SYMBOLS SYMBOLS TYP. MATERIAL LEGEND VIEW FROM DANBURG DR. STRUCTURAL DESIGN REQUIREMENTS: DESIGN WIND SPEED: 11- MPH, EXPOSURE B RISK CATEGORY: II SEISMIC DESIGN CATEGORY: D DSEIGN SNOW LOAD: 270 PSF CLIMATE ZONE: 16 ---PAGE BREAK--- DANBURG DR. FREMONT RD. PROPERTY LINE 5'-0" GARAGE SETBACK 25'-0" FRONT SETBACK PROPANE METER LOCATED BENEATH LOWER DECK- NEW METER COVER IN COMPLIANCE WITH KMPUD STANDARDS TO BE PROVIDED. SEE DETAIL KMG010 PARKING PAD PARKING PAD (E)RESIDENCE ENTRY ROOF ADDITION AND REPLACEMENT OF (E)ENTRY STAIR APN:026‐174‐003‐000 96 94 92 90 88 86 84 82 80 78 76 74 72 98 100 (E)ELECTRIC METER SSCO GAS VALVE PROPERTY LINE PROPERTY LINE LOT 82 LOT 84 REMOVE & REPLACE STAIRS SEE NOTE 1 17' - 5" MATERIAL STORAGE AND CONSTRUCTION STAGING LOT 83 SEE NOTE 1 3' - 11" RELOCATE RAILROAD TIE LANDSCAPE STEPS RESIDENCES ON ADJOINING PROPERTIES E P 2' - 7" SEE NOTE 1 14' - 10" 1. FRONT YARD SETBACK VARIANCE: EXISTING EXTERIOR ACCESS STAIR, LANDING AT PRIMARY ENTRANCE TO RESIDENCE, AND STORAGE BELOW TO BE REPLACED WITH NEW EXTERIOR STAIR, COVERED LANDING AND STORAGE BELOW. PATH OF TRAVEL OF EXISTING STAIR IS LOCATED DIRECTLY WITHIN THE ROOF SHED ZONE OF THE EXISTING ROOF CREATING A SERIOUS HAZARD. PROPOSED COVERED LANDING WILL PROVIDE PROTECTED ACCESS TO THE PRIMARY ENTRY TO EXISTING RESIDENCE. EXISTING STAIR IS IN POOR CONDITION AND IN NEED OF REPLACEMENT AND IS ALSO BEING RELOCATED FURTHER FROM ADJACENT EXISTING TREE. VARIANCE FOR THE FOLLOWING ENCROACHMENTS INTO THE 25'-0" FRONT YARD SETBACK ARE BEING REQUESTED FOR PROPOSED IMPROVEMENTS: A. PROPOSED COVERED EXTERIOR ENTRY LANDING W/ STORAGE BELOW: MAX. OF 2'-7" TO FACE OF WALL (TOTAL ENCROACHMENT OF 19 SF) MAX. OF 3'-11" TO EDGE OF ROOF (TOTAL ENCROACHMENT OF 36 SF INCLUDING COVERED LANDING) B. PROPOSED ABOVE GRADE EXTERIOR STAIR AND CONCRETE LANDING: MAX. OF 14'-10" (TOTAL ENCROACHMENT OF 69 SF INCLUDING CONC. LANDING AT BASE OF STAIR) 4. EXISTING UTILITIES: CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES IN THE FIELD. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH THE DRAWINGS PRIOR TO COMMENCING WORK. 5. GRADING/DRAINAGE: SLOPE ALL GRADES ADJACENT TO FOUNDATIONS AWAY FROM THE BUILDING A MINIMUM OF MAINTAIN THE 5% SLOPE FOR A MINIMUM DISTANCE OF 10' AWAY FROM THE STRUCTURE OR TO AN APPROVED DRAINAGE FACILITY. PROVIDE 2% MINIMUM SLOPE AT ALL DRAINAGE SWALES LOCATED WITHIN 10' OF A BUILDING. SLOPE ALL IMPERVIOUS SURFACES AWAY FROM BUILDINGS AT A MINIMUM SLOPE OF 6. CONSTRUCTION MANAGEMENT PLAN: A. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH HOA CONSTRUCTION GUIDELINES. B. ACCESS: CONSTRUCTION ACCESS TO THE BUILDING SITE SHALL BE OVER THE PROPOSED DRIVEWAY ONLY. C. PROVIDE ONGOING PROTECTION OF EXISTING VEGETATION DURING ALL PHASES OF CONSTRUCTION UNTIL COMPLETION OF THE PROJECT. D. PARKING: COMPLY WITH REQUIREMENTS OF THE HOA. E. MATERIAL STORAGE/DELIVERY: ALL BUILDING MATERIALS, EQUIPMENT, AND MACHINERY, ARE TO BE DELIVERED TO AND REMAIN WITHIN THE IMPROVEMENT AREA AND MATERIAL STORAGE AREA IDENTIFIED ON THE SITE PLAN. F. DEBRIS AND WASTE REMOVAL: CLEAN UP TRASH AND DEBRIS AT THE END OF EACH DAY. REMOVE FROM THE CONSTRUCTION SITE AT LEAST ONCE A WEEK. CONSTRUCTION SITE SHALL BE KEPT NEAT AND SHALL NOT BE AN EYESORE, NUISANCE, OR DETRIMENT TO NEIGHBORING PROPERTIES. G. HOURS OF CONSTRUCTION: COMPLY WITH LOCAL AND COUNTY REQUIREMENTS AND RESTRICTIONS. H. FIRE SAFETY: CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL FIRE SAFETY REGULATIONS. PROVIDE A MINIMUM OF 1 SHOVEL AND TWO 20 LB ABC RATED DRY CHEMICAL FIRE EXTINGUISHERS MOUNTED IN PUBLIC VIEW. I. TEMPORARY POWER, SIGNS, SURVEY LINES, ETC. SHALL NOT BE NAILED TO TREES. J. PORTABLE TOILET AND DUMPSTER SHALL BE LOCATED IN A LOCATION APPROVED BY THE HOA. K. NATIVE REVEGETATION SEED MIX SHALL BE SPRAYED AT ALL AREAS DISTRUBED BY CONSTRUCTION. 2. ON SITE SNOW STORAGE AREA LOCATED WITHIN ALL SETBACKS ALONG HOA RIGHT OF WAY EXCLUDING AREA BETWEEN PARKING PAD AND RESIDENCE FOR WIDTH EQUIVALENT TO PARKING PAD. 3. TOPOGRAPHIC SURVEY: A. TOPOGRAPHIC AND OTHER SURVEY INFORMATION OBTAINED FROM A SURVEY PREPARED BY TURNER & ASSOCIATES, INC. LAND SURVEYING DATED JUNE 2020. B. TREES SMALLER THAN 6” IN DIAMETER HAVE NOT BEEN SHOWN, TREE LOCATIONS ARE BASED OFF OF INFORMATION PROVIDED WITH TOPOGRAPHICAL SURVEY. 1. OBSERVE AND MAINTAIN PROPER INSTALLATION OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES THROUGH OUT THE CONSTRUCTION PROCESS. 2. STABILIZE DISTURBED AND BARE SOIL AREAS WITH VEGETATION, MULCH, WOOD CHIPS, EROSION CONTROL BLANKETS OR SIMILAR METHODS. 3. CLEAN UP AND REMOVE CONSTRUCTION DEBRIS AND SPOILS PILES. 4. REMOVE OR COVER DIRT STOCKPILES WITH PLASTIC OR TACKIFIERS AND HYDROSEEDING AND INSTALL PERMANENT MECHANICAL STABILIZATION AND DRAINAGE IMPROVEMENTS WHERE FEASIBLE SUCH AS COLLECTION OF GROUND DISTURBANCE. 5. RESTRICT PARKING AND STORAGE TO PAVED AND GRAVEL AREAS. 6. ALL GRADING AND SITEWORK TO BE COMPLETED BETWEEN MAY 1ST & OCTOBER 15TH. BMP NOTES 40'-0" @ SLOPED 4:1 OR LESS 1"X1"X24" WOOD STAKE AT 4'-0" O.C. OR AS RECOMMENDED BY ROLL MFR. 8" DIAM. FIBER ROLL NOTES: 1. INSTALL FIBER ROLL IN A TRENCH 3"-5" DEEP. LOCATE ALONG CONTOURS. RUNOFF MUST NOT BE ALLOWED RO RUN UNDER OR AROUND ROLL 2. ADJACENT ROLLS SHALL ABUT. DO NOT OVERLAP ENDS ON TOP OF EACH OTHER. 3. SECURING STAKES SHALL EITHER BE INSTALLED THROUGH MIDDLE OF ROLL OR USE DOUBLE STAKES TROUGH NETTING 4. SPACE ROLLS CLOSER TOGETHER ON STEEPER SLOPES DRIP LINE DRIP LINE WOOD OR METAL STAKES CONSTRUCTION FENCING VEGETATION PROTECTION NOTES: 1. WHERE LOCATED AROUND A TREE FENCING EXTENTS SHALL ALIGN WITH TREE DRIPLINE. 2. WHERE LOCATED AT BRUSH OR SHRUBS ENCOMPASS VEGETATION IN OR NEAR AREA OF DISTURBANCE. 3. STRAP BOARDS TO TRUNK OF TREES IN OR NEAR AREA OF DISTURBANCE FOR PROTECTION DURING DURATION OF CONSTRUCTION. 6224 EXISTING CONTOUR UTILITY AS NOTED PROPERTY LINE SPOT ELEVATION 6245.25' EROSION CONTROL BARRIER VEGETATION PROTECTION FENCING BUILDING SETBACK & EASEMENT LINES GENERAL: REFER TO CALIFORNIA GREEN BUILDING STANDARDS CODE FOR SPECIFIC REQUIREMENTS AND ADDITIONAL INFORMATION FOR THE FOLLOWING MANDATORY MEASURES DIV 4.1 GENERAL DESIGN & SITE SITE DEVELOPMENT - 4.106 4.106.2 STORM WATER DRAINAGE SHALL BE MANAGED DURING CONSTRUCTION THROUGH USE OF BARRIER SYSTEMS, RETENTION BASINS AND ANY LOCAL STORM WATER MANAGEMENT REQUIREMENTS. 4.106.3 SITE GRADING OR A STORM DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING THE BUILDINGS. SEE SITE PLAN. DIV 4.2 ENERGY EFFICIENCY GENERAL - 4.201: 4.201.1 LOW-RISE RESIDENTIAL BUILDINGS SHALL MEET OR EXCEED THE MINIMUM STANDARD DESIGN REQUIRED BY THE CALIFORNIA ENERGY COMMISSIONS STANDARDS. DIV 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY ENHANCED DURABILITY AND REDUCED MAINTENANCE - 4.406 4.406.1 ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING - 4.408 4.408.1 RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NON HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH ONE OF THE FOLLOWING; 1. SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN PER SECTION 4.408.2, 2. UTILIZE A WASTE MANAGEMENT COMPANY PER SECTION 4.408.3, 3. COMPLY WITH A WASTE STREAM REDUCTION ALTERNATIVE PER SECTION 4.408.4, 4. OR MEET MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE. DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY DEMONSTRATING COMPLIANCE WITH SELECTED METHOD. BUILDING MAINTENANCE AND OPERATION - 4.410 4.410.1 PRIOR TO FINAL INSPECTION AN OPERATION AND MAINTENANCE MANUAL SHALL BE PLACED IN THE BUILDING. IT SHALL INCLUDE THE FOLLOWING AS APPLICABLE TO THE SCOPE OF THE PROJECT: 1. DIRECTIONS INDICATING THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2. OPERATIONS AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: 2a. EQUIPMENT AND APPLIANCES 2b. ROOF AND YARD DRAINAGE 2c. SPACE CONDITIONING SYSTEMS 2d. LANDSCAPE IRRIGATION SYSTEMS 2e. WATER REUSED SYSTEMS 3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLING PROGRAMS AND LOCATIONS. 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN AREA. 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF INTERIOR RELATIVE HUMIDITY BETWEEN 30%-60% AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6. INFORMATION ABOUT WATER-CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER. 7. INFORMATION FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5' AWAY FROM THE FOUNDATION. 8. INSTRUCTIONS ON REQUIRED ROUTING MAINTENANCE MEASURES, INCLUDING BUT NOT LIMITED TO CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC... 9. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY AND/OR THIS CODE. DIV 4.5 - ENVIRONMENTAL QUALITY POLLUTANT CONTROL - 4.504 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC LIMITS AS SET FORTH IN TABLE 4.504.1 AND 4.504.2. SUCH PRODUCTS SHALL ALSO BE PROHIBITED FROM CONTAINING CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE) 4.504.2.2 PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS AS SET FORTH IN TABLE4.505.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. 4.504.2.3 AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER REQUIREMENTS INCLUDING PROHIBITION ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES. 4.504.2.4 DOCUMENTATION SHALL BE AVAILABLE FOR VERIFICATION OF COMPLIANCE WITH ABOVE VOC AND TOXIC COMPOUND PROHIBITIONS. DOCUMENTATION MAY INCLUDE: MANUFACTURERS' PRODUCT PREDICATIONS, OR FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 4.504.5 HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS AS SET FORTH IN TABLE 4.504.5. 4.504.5.1 DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT FORMALDEHYDE LIMITS FOR COMPOSITE WOOD PRODUCTS HAVE BEEN USED. ECOSENSE DESIGNS ANNE-FLORE DWYER [EMAIL REDACTED] PO BOX 702 TRUCKEE CA 96160 (530)220-0531 CA LICENSE C-35719 DATE: REVISIONS: All drawings, specifications, and any other documents created by the architect, and other persons working for the architect, including electronic documents, are instruments of service. The instruments of service are to be used solely for this project. The architect will be the sole author and owner of these instruments of service and will retain all rights, common law, and copyrights to these instruments of service. STATUS: SCALE:As indicated SITE PLAN & DETAILS BENSON ENTRY ADDITION 33800 DANBURG DRIVE KIRKWOOD CA 95646 APN 026‐174‐003‐000 7/13/2020 A1.1 BLDG. PERMIT SUB. 00 08 16 FEET 04 SITE LOT COVERAGE: OVERALL LOT SF: 16,143 SF ALLOWABLE COVERAGE(35%): 5,650.5 SF (E)COVERAGE: 1,460 SF AND PROPOSED TOTAL COVERAGE: 1,494 SF SITE PLAN NOTES 1/2" = 1'‐0" 1 FIBER ROLL INSTALL ‐ TYP. 1/2" = 1'‐0" 2 VEGETATION PROTECTION FENCING SITE PLAN LEGEND 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES 12" = 1'‐0" 3 GAS METER ENCLOSURE ---PAGE BREAK--- UP 6 7 2 A2.1 STORAGE 3 A2.1 CORNER TO CORNER 9' - 6 1/4" V.I.F. 3-0"X6'-8" FLUSH DOOR REMOVE STAIR AND LANDING 11 RISERS @ 6.5 10 TREAD 1@ 12" UP 4" REINFORCED SLAB ON GRADE W/ THICKENED EDGE LANDING - S.S.D. RESIDENCE 1' - 2" RELOCATE RAILROAD TIE LANDSCAPE STEPS RELOCATE RAILROAD TIE LANDSCAPE STEPS 8' - 0" 1 TYP. (E)LIGHT FIXTURE WIRING TO SWITCH 3' - 10" 6 7 2 A2.1 EXTERIOR ENTRY LANDING OPEN TO BELOW 3 A2.1 REMOVE STAIR AND LANDING 11 RISERS @ 6.5" 10 TREAD 1@ 12" DN RESIDENCE 1' - 6" 5' - 0" 1' - 6" 3' - 0" 4' - 6" 4' - 1" 1 TYP. (E)LIGHT FIXTURE EXTERIOR WALL MOUNTED LIGHT FIXTURE WIRING TO SWITCH CORNER TO CORNER 9' - 6 1/4" V.I.F. 8' - 0" 4' - 3" 0' - 8" EXISTING NEW DEMOLISHED EXISTING AREA OUTSIDE SCOPE OF WORK REMODEL LEGEND 1. UNLESS OTHERWISE NOTED: GRID AND DIMENSION LINES ARE ON FACE OF STUD. DOOR & WINDOW LOCATING DIMENSIONS ARE TO THE CENTER OF ROUGH OPENINGS. WINDOWS & DOORS WITHOUT DIMENSIONS ARE LOCATED AT THE CENTER OF THE WALL OR HAVE A 3" RETURN AT THE CORNER, U.O.N. THE DIMENSION BETWEEN WINDOWS AND/OR DOORS IS 41/2" MIN. (3 STUDS), U.O.N. 2. # INDICATES WALL ASSEMBLY TYPE, SEE TYPICAL ASSEMBLIES FOR DETAILS. 3. FIRE BLOCKING SHALL BE PROVIDED TO CUT OF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES. FIRE BLOCKING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: A. CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: -VERTICALLY AT THE CEILING AND FLOOR LEVELS -HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0". B. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. C. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND LOWER LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM ER136 REQUIREMENTS. GENERAL NOTES: FLOOR PLAN ELECTRICAL 1. ALL ELECTRICAL FIXTURES ARE TO BE SELECTED BY OWNER UNLESS OTHERWISE NOTED. 2. LUMINARIES SHALL BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT PERMIT THE LUMINARIES TO BE MANUALLY SWITCHED ON AND OFF. 3. NO CONTROLS SHALL BYPASS A DIMMER OR VACANCY SENSOR WHERE INSTALLED TO COMPLY WITH CEC 150.0(k). 4. ALL LIGHTING/FAN FIXTURES LOCATED IN WET OR DAMP LOCATIONS SHALL BE RATED FOR THE APPLICATION. (CEC 410.10) 5. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY, NIGHT SKY COMPLIANT AND BE CONTROLLED BY A MANUAL ON/OFF SWITCH AND HAVE ONE OF THE FOLLOWING CONTROLS (THE MANUAL SWITCH SHALL NOT OVERRIDE THE AUTOMATIC CONTROL DEVICE): A. PHOTO-CONTROL AND MOTION SENSOR. B. PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL. C. ASTRONOMICAL TIME CLOCK CONTROL TURNING LIGHT OFF DURING THE DAY. ELECTRICAL NOTES 1/2" PLYWOOD SIDING TO MATCH WATER RESISTANT BARRIER 2X STUDS, S.S.D. 1/2" PLYWOOD SIDING TO MATCH INTERIOR PLYWOOD CAN BE OMITTED AT STORAGE AREA 2X6 REDWOOD DECKING 2X4 SLOPPED BASE P.T. SLEEPERS BITUTHENE MEMBRANE PLYWOOD SUBFLOOR S.S.D. 2X JOISTS SLOPED TO DRAIN @ S.S.D. CORTEN METAL ROOFING TO MATCH VERSASHIELD FIRE -RESISTANT UNDERLAYMENT ICE&WATER SHIELD PLYWOOD, S.S.D. PAINT TO MATCH SOFFIT RAFTERS, S.S.D. 4" REINFORCED CONCRETE, S.S.D. 4" AGGREGATE BASE COMPACTED SUBGRADE, S.S.D. LOWER LEVEL PLAN 0' ‐ 0" UPPER LEVEL PLAN 10' ‐ 0" TOP OF PLATE V.I.F. 18' ‐ 0" 3 A2.1 STORAGE EXTERIOR ENTRY LANDING A4.1 5 A4.1 8 A4.1 10 A4.1 1 C B A LOWER LEVEL PLAN 0' ‐ 0" UPPER LEVEL PLAN 10' ‐ 0" TOP OF PLATE V.I.F. 18' ‐ 0" 2 A2.1 3' - 6" 2X WOOD TOP CAP C B A A4.1 6 ECOSENSE DESIGNS ANNE-FLORE DWYER [EMAIL REDACTED] PO BOX 702 TRUCKEE CA 96160 (530)220-0531 CA LICENSE C-35719 DATE: REVISIONS: All drawings, specifications, and any other documents created by the architect, and other persons working for the architect, including electronic documents, are instruments of service. The instruments of service are to be used solely for this project. The architect will be the sole author and owner of these instruments of service and will retain all rights, common law, and copyrights to these instruments of service. STATUS: SCALE:As indicated PLANS & SECTIONS BENSON ENTRY ADDITION 33800 DANBURG DRIVE KIRKWOOD CA 95646 APN 026‐174‐003‐000 7/13/2020 A2.1 BLDG. PERMIT SUB. 00 04 08 FEET 02 LOWER LEVEL PLAN 00 04 08 FEET 02 UPPER LEVEL PLAN 1 TYP. EXTERIOR WALL B EXTERIOR DECK A SLOPED ROOF AT EAVE C SLAB ON GRADE ASSEMBLY NOTES 1. PROVIDE FIRE BLOCKING & DRAFTSTOPPING AS REQUIRED BY CODE. 2. PROVIDE BACKING ATTACHED TO FRAMING AT WALLS, CEILINGS AND FLOORS AS REQUIRED FOR SUPPORT OF ANY EQUIPMENT, FURNISHINGS, HARDWARE & ACCESSORIES. 3. STRUCTURAL PLYWOOD SHEATHING IS NOT SHOWN ON ALL WALL ASSEMBLIES. SEE STRUCTURAL DRAWINGS FOR PLYWOOD SHEATHING REQUIREMENTS. 4. INSTALL AN APPROVED SELF-ADHERED SHEET ICE DAM MEMBRANE PER THE MANUFACTURERS SPECIFICATIONS. MEMBRANE MUST EXTEND FROM THE EAVE EDGE TO A MIN OF 5'-0" BEYOND THE WALL SEPARATING CONDITIONED AND UNCONDITIONED SPACE AND UP 30" ALONG EACH SIDE OF A VALLEY. ICE DAM MEMBRANE SHALL BE IN ADDITION TO ANY UNDERLAYMENT OTHERWISE REQUIRED BY THE MANUFACTURER OF THE ROOFING SYSTEM. 5. PROVIDE VERSASHIELD FIRE RESISTANT BARRIER FOR COMPLIANCE WITH CLASS A ROOFING ASSEMBLY REQUIREMENTS AT ANY LOCATIONS TO RECEIVE A METAL ROOF. 6. FRAMING SIZES ARE THE MINIMUM REQUIRED AND SPACING INDICATED THE MAXIMUM ALLOWED. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 7. PLYWOOD SUBSTRATE OF WATERPROOF DECK ASSEMBLIES SHALL SLOPE TO DRAIN @ 1% AWAY FROM INTERIOR SPACES. 8. ALL PLYWOOD TO BE RATED FORMALDEHYDE FREE. 9. ALL WOOD PRODUCTS TO BE RATED FSC CERTIFIED OR EQUAL. 10. PROVIDE TREATED WOOD WHERE WOOD IS DIRECTLY IN CONTACT WITH CONCRETE OR GROUND. PROVIDE NON-ARSENIC, NON-CHROMIUM PRESERVATIVES WHERE TREATED WOOD IS REQUIRED. WALL, ROOF & FLOOR ASSEMBLIES 1/8" = 1'‐0" 2 TRANSVERSE SECTION 1/8" = 1'‐0" 3 CROSS SECTION 1. FLOOR ELEVATIONS SHOWN ARE TOP OF SLAB OR SUBFLOOR. CONTRACTOR SHALL VERIFY ELEVATIONS OF FINISH FLOOR AND COORDINATE LEVELS OF ADJACENT FLOOR FINISHES. 2. MAINTAIN MIN . 8" SEPARATION OF WOOD MEMBERS TO GRADE. TYP. 3. SLOPE ALL GRADES AWAY FROM STRUCTURE @ 5% MIN., TYPICAL 4. ALL EXTERIOR FOOTINGS SHALL EXTEND BELOW FROST DEPTH, 24" MIN. BELOW FINISH GRADE TO BOTTOM OF FOOTING. ALL INTERIOR FOOTINGS SHALL EXTEND A MIN. OF 12" BELOW FINISH GRADE U.O.N. - S.S.D. 5. # INDICATED ROOF & FLOOR TYPES, SEE ASSEMBLY DETAILS FOR FURTHER INFORMATION. 6. FIRE BLOCKING SHALL BE PROVIDED TO CUT OF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIRE BLOCKING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: A. CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: a. VERTICALLY AT THE CEILING AND FLOOR LEVELS b. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0". B. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND LOWER LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM ER136 REQUIREMENTS. BUILDING SECTION NOTES B.F.F. ---PAGE BREAK--- LOWER LEVEL PLAN 0' ‐ 0" UPPER LEVEL PLAN 10' ‐ 0" TOP OF PLATE V.I.F. 18' ‐ 0" 3 5 1 9 7 2 9 10 OPEN TO BEYOND 3' - 0" 4' - 0" LOWER LEVEL PLAN 0' ‐ 0" UPPER LEVEL PLAN 10' ‐ 0" TOP OF PLATE V.I.F. 18' ‐ 0" 3 5 1 9 7 2 OPEN TO BEYOND 3' - 0" 4' - 0" 11 11 LOWER LEVEL PLAN 0' ‐ 0" UPPER LEVEL PLAN 10' ‐ 0" TOP OF PLATE V.I.F. 18' ‐ 0" 5 12 5 12 5 6 1 9 7 2 8 9 7' - 0" OPEN TO BEYOND ECOSENSE DESIGNS ANNE-FLORE DWYER [EMAIL REDACTED] PO BOX 702 TRUCKEE CA 96160 (530)220-0531 CA LICENSE C-35719 DATE: REVISIONS: All drawings, specifications, and any other documents created by the architect, and other persons working for the architect, including electronic documents, are instruments of service. The instruments of service are to be used solely for this project. The architect will be the sole author and owner of these instruments of service and will retain all rights, common law, and copyrights to these instruments of service. STATUS: SCALE: 1/4" = 1'‐0" EXTERIOR ELEVATIONS BENSON ENTRY ADDITION 33800 DANBURG DRIVE KIRKWOOD CA 95646 APN 026‐174‐003‐000 7/13/2020 A3.1 BLDG. PERMIT SUB. 00 04 08 FEET 02 NORTH ELEVATION 00 04 08 FEET 02 SOUTH ELEVATION 00 04 08 FEET 02 WEST ELEVATION 1. SIDING: PLYWOOD SIDING TO MATCH FINISH: CABOT SEMI-TRANSPARENT STAIN, COLOR TO MATCH 2. 2X WOOD TRIM TO MATCH FINISH: CABOT SEMI-TRANSPARENT STAIN, COLOR TO MATCH 3. CORTEN SHEET METAL ROOF TO MATCH 4. 24 GA METAL FLASHING; COLOR DARK BRONZE 5. 2X WOOD FASCIA TO MATCH FINISH: CABOT SEMI-TRANSPARENT STAIN, COLOR TO MATCH 6. EXPOSED STRUCTURAL WOOD COLUMN OR BEAMS; FINISH:CABOT SEMI-TRANSPARENT STAIN, COLOR TO MATCH 7. DECKING & STAIR FINISH: CABOT SEMI-TRANSPARENT STAIN, COLOR TO MATCH 8. FLUSH PANEL DOOR: COLOR: PAINTED PPG OXFORD BROWN 9. GUARDRAIL TO MATCH FINISH:CABOT SEMI-TRANSPARENT STAIN, COLOR TO MATCH 10. WINDOWS: BLACK 11. CONCRETE SLAB ON GRADE WITH BUILT UP EDGE, COLOR: PAINTED PPG OXFORD BROWN EXTERIOR MATERIAL LEGEND & NOTES EXTERIOR ELEVATION MATERIAL LEGEND NOTES: 1. ALL EXPOSED STRUCTURAL WOOD SHALL BE DOUGLAS FIR S4S, SMOOTH SAWN. EXTERIOR ELEVATION MATERIAL LEGEND: ---PAGE BREAK--- 1. STAIRS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: A. RISE TO BE A MAXIMUM OF 7.75" B. TREADS SHALL BE 10" MINIMUM C. HEADROOM SHALL BE 6'-8" MINIMUM D. STAIR WIDTH SHALL BE 36" MINIMUM, AND PROVIDE 31.5" CLEAR WIDTH BETWEEN HANDRAIL ON ONE SIDE AND 27" MIN. CLEAR WIDTH WITH HANDRAILS ON TWO SIDES. E. VARIATION BETWEEN RISERS HEIGHTS SHALL NOT EXCEED 3/8" MAX. F. A NOSING NOT LESS THEN .75" BUT NO MORE THAN 1.25" SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE TREAD DEPTH IS LESS THAN 11". G. THE LEADING EDGE OF TREADS SHALL PROJECT NOT MORE THAN 1.25" BEYOND THE TREAD BELOW. H. OPEN RISERS ARE PERMITTED, PROVIDED THE OPENING BETWEEN THE TREADS DOES NOT PERMIT THE PASSAGE OF A 4: SPHERE. I. STAIRWAYS WITH 4 OR MORE RISERS SHALL HAVE A HANDRAIL ON NOT LESS THAN ONE SIDE. HANDRAIL SHALL BE LOCATED AT A CONSISTENT ELEVATION AT 34"-38" ABOVE THE TREAD NOSING. J. CIRCULAR HANDRAILS SHALL HAVE AN OUTSIDE DIAM. OF 1.25"-2", NON CIRCULAR HANDRAILS SHALL HAVE A PERIMETER DIMENSION OF 4"-6.25" WITH A MAX. CROSS- SECTIONAL DIMENSION OF 2.25". SEE R311.7.8.3 ITEM #2 FOR TYPE ii HANDRAILS WITH A PERIMETER OVER 6.25". K. A MIN. OF 1.5" CLEARANCE SHALL BE MAINTAINED FROM HANDRAIL TO THE WALL OR OTHER SURFACES. L. HANDRAILS SHALL BE RETURNED, TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. (CRC R311.7.8.2). 2. HARDWARE FOR SPECIFIED CONNECTORS TO BE PER MANUFACTURER RECOMMENDATIONS. GENERAL NOTES: STAIR AND GUARDRAIL DETAILS 2X8 TOP CAP W/ EASED EDGES 2X6 HANDRAIL W/ EASED EDGES, PROVIDE BLOCKING AT EACH POST FOR OFFSET SUPPORT 1X PICKETS, (2)SCREW AT EACH 2X RAIL AT TOP AND BOTTOM 4X WOOD TREAD, NOTCH TREAD WHERE REQUIRED FOR POST ATTACHMENT HARDWARE SIMPSON APVST610 CONNECTOR PLATE EITHER SIDE 3'-6" MIN. A.F.F. 2X8 RAIL @ TOP AND BOTTOM 6X6 POSTS 0' - 3 1/2" 6X14 STRINGER SLOPED PLANE ADJOINING THE TREAD NOSINGS 34-38" CONTINUOUS ABOVE 0' - 1 1/2" CLR. ROOF EAVE FLASHING WITH DRIP EDGE AND CLEAT ATTACHMENT PER MANUFACTURER RECOMMENDATIONS FASCIA-MATCH WATER RESISTIVE BARRIER, LAP OVER FACE OF PLYWOOD AND FASCIA BEHIND DRIP EDGE FLASHING FIRE BARRIER- EXTEND TO EDGE OF SUBSTRATE A ROOF RIDGE EAVE FLASHING WITH DRIP EDGE AND CLEAT ATTACHMENT PER MANUFACTURER WATER RESISTIVE BARRIER FIRE BARRIER A ROOF RAKE FLASHING WITH DRIP EDGE AND CLEAT ATTACHMENT PER MANUFACTURER RECOMMENDATIONS FASCIA- TO MATCH WATER RESISTIVE BARRIER, LAP OVER FACE OF PLYWOOD AND FASCIA BEHIND DRIP EDGE FLASHING FIRE BARRIER- EXTEND TO EDGE OF SUBSTRATE A OUTLOOKER, S.S.D. WATER RESISTIVE BARRIER FIRE BARRIER TYP. 3'-0" MIN. METAL ROOFING WITH MANUFACTURER RECOMMENDED TERMINATION, OVERLAP WITH SHEET METAL ROOFING MINIMUM OF 6" MIN. 22 GA SHEET METAL ROOFING AND"W" VALLEY FLASHING LOWER LEVEL PLAN 0' ‐ 0" UPPER LEVEL PLAN 10' ‐ 0" 4X12 TREAD WITH EASED EDGE -TYP. SIMPSON HL49PC CLIPS AT INTERIOR SIDE OF BOTH STRINGERS. CENTER CLIP - TYP. SPACE AT OPEN RISER SHALL NOT ALLOW FOR PASSAGE OF 4" SPHERE - TYP. (2)SIMPSON HL33PC CLIPS AT INTERIOR SIDE OF BASE OF EACH STRINGER 0' - 3 1/4" 0' - 3 1/2" SPACE BETWEEN GUARDRAIL PICKETS SHALL BE LESS THAN 4" AND SHALL NOT ALLOW FOR PASSAGE OF 4" SPHERE - TYP. SIMPSON CONCRETE POST BASE APVB66 NOTCH TOP OF STRINGER TO SEAT COLUMN, CONNECT WITH SIMPSON POST CONNECTOR APVST610 @ EITHER SIDE OF COLUMN RR SIMPSON CONNECTOR OR SIM. @ TOP OF STRINGER EXTERIOR PLYWOOD WATER RESISTIVE BARRIER 1X CASING 2X4 TRIM WITH DRIP EDGE PROFILE AT BASE AND SLOPED TOP 1X4 TRIM 24 GA FLASHING WITH DRIP EDGE SELF-ADHERED WINDOW FLASHING, EXTEND A MIN. OF 3" ABOVE TOP EDGE OF METAL FLASHING WATER RESISTIVE BARRIER EXTEND FULLY OVER ROUGH WINDOW JAMB SELF ADHERED WINDOW FLASHING, LAP UNDER WEATHER RESISTIVE BARRIER AT WINDOW HEAD AND UNDER WEATHER RESISTIVE BARRIER A WINDOW SILL 2X4 TRIM 1X4 TRIM 1X CASING WATER RESISTIVE BARRIER LAP OVER TOP OF WINDOW SILL FRAMING 2X SILL, SLOPE TOP TO DRAIN, PROVIDE DRIP EDGE ON EITHER SIDE SELF ADHERED WINDOW FLASHING 2X4 APRON, WITH DRIP EDGE UPPER LEVEL PLAN 10' ‐ 0" 0' - 2" WATER RESISTIVE BARRIER, LAP OVER FLASHING 24 GA METAL FLASHING WITH DRIP EDGE 1/8" MAX. OPENING WIRE MESH 24 GA METAL FLASHING WITH DRIP EDGE BITUTHENE MEMBRANE LAP OVER FLASHING AND RETURN OF METAL MESH 2X WOOD TRIM WITH SLOPED TOP AND DRIP EDGE ALIGN BASE WITH BASE OF BELLY BAND B 1 TYP. ECOSENSE DESIGNS ANNE-FLORE DWYER [EMAIL REDACTED] PO BOX 702 TRUCKEE CA 96160 (530)220-0531 CA LICENSE C-35719 DATE: REVISIONS: All drawings, specifications, and any other documents created by the architect, and other persons working for the architect, including electronic documents, are instruments of service. The instruments of service are to be used solely for this project. The architect will be the sole author and owner of these instruments of service and will retain all rights, common law, and copyrights to these instruments of service. STATUS: SCALE:As indicated DETAILS BENSON ENTRY ADDITION 33800 DANBURG DRIVE KIRKWOOD CA 95646 APN 026‐174‐003‐000 7/13/2020 A4.1 BLDG. PERMIT SUB. 1" = 1'‐0" 2 TYP. ‐ GUARDRAIL DETAIL 1 1/2" = 1'‐0" 7 TYP. ROOF EAVE ‐ DRIP EDGE 1 1/2" = 1'‐0" 9 TYP. ROOF EAVE ‐ RIDGE 1 1/2" = 1'‐0" 8 TYP. ROOF RAKE 1 1/2" = 1'‐0" 10 TYP. ROOF VALLEY 1/2" = 1'‐0" 1 STAIR SECTION 1 1/2" = 1'‐0" 5 TYP. WINDOW/DOOR HEAD 1 1/2" = 1'‐0" 4 TYP. WINDOW JAMB 1 1/2" = 1'‐0" 3 TYP. WINDOW SILL 3/4" = 1'‐0" 6 EDGE OF DECK DETAIL ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ITEM 2 REQUEST TO DELAY THREE YEAR TRAFFIC STUDY ---PAGE BREAK--- From: Nate Whaley To: Chuck Beatty; Brendan Ferry; Zach Wood Cc: Brian Bigley Subject: Kirkwood Traffic Study Date: Wednesday, August 05, 2020 12:22:26 PM [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. TC-TAC Members: I believe we (Kirkwood Development and Vail cooperatively) are scheduled to perform our three- year-interval traffic study during the 2020/2021 ski season. Given the current, very challenging, state of the travel industry and uncertainty over allowable capacity going into the season, we would like to propose deferring the traffic study to the 2021/2022 season. Typically we would begin preparing for the study soon as we have to scope, contract, and set tentative study dates. We believe there is risk that at best, selecting which days might be peak days will be more challenging than typical, and at this point it seems optimistic to assume the upcoming ski season would generate meaningful peak visitation data at all. Please let us know if you agree it makes sense to defer. Nate ---PAGE BREAK--- ITEM 3 ANNUAL MITIGATION MEASURES ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK---