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Attachment 4 - Development PlansDRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A0.0 1' = 1'-0", 1:2.43, 1:1.99, 1:1.80 COVER SHEET REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/2021 LOT CALCULATIONS LOT AREA 6,675.00 SF COVERAGE CALCULATIONS BULDING COVERAGE ALLOWED 40% ALLOWED COVERAGE 2,670.00 SF IMPERVIOUS EXISTING COVERAGE HOUSE 1,349.00 SF GARAGE/ADU (FIRST FLOOR)717.00 SF EXISTING COVERAGE TOTAL 2,066.00 SF IMPERVIOUS COVERAGE AMOUNT ALLOWED 2,670.00 SF IMPERVIOUS COVERAGE AMOUNT UNDER 604.00 SF IMPERVIOUS FLOOR AREAS FIRST FLOOR 1,349.0 SF SECOND FLOOR 1,010.0 SF HOUSE FLOOR TOTAL 2,359.0 SF GARAGE/ADU (FIRST FLOOR)717.00 SF ADU (SECOND FLOOR)717.00 SF GARAGE/ADU FLOOR TOTAL 1,434.0 SF N N N 104 Wilder Avenue104 Wilder Avenue 104 Wilder Avenue 104 Wilder Avenue 112 Wilder Avenue 100 Wilder Avenue 112 Wilder Avenue 104 Wilder Avenue 100 Wilder Avenue 104 Wilder Avenue 100 Wilder Avenue 112 Wilder Avenue 211 Bean Avenue 100 Wilder Avenue Garage Alley Bean Avenue 211 Bean Avenue Garage McIntyre Residence RemodelingABBREVIATIONS ELEVATION HEIGHTS SLOPE (UNLESS NOTED OTHERWISE) SECTION A-XX Sheet # Detail # X'-X" X X A-XX A-XX X'-X" WINDOW# #DOOR DETAIL INTERIOR ELEVATIONS Sheet # Sect. # X X X X X EXTERIOR ELEVATIONX A-XX Sheet # Sect. # ARCH. ARCHITECTURAL BTWN. BETWEEN BLDG. BUILDING BLK. BLOCK BM. BEAM CSMT. CASEMENT CLR. CLEAR CL'G. CEILING C.J.CEILING JOIST COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS DRY. DRYER DIA. DIAMETER DIM. DIMENSION(S) D.W.DISHWASHER DWGS.DRAWINGS ELEV.ELEVATION EQ.EQUAL (E)EXISTING EXT. EXTERIOR F.A.U. FORCED AIR UNIT FIN. FINISH, FINISHED FLR. FLOOR F.J. FLOOR JOIST FTG. FOOTING FRZ. FREEZER GA. GAUGE GALV. GALVANIZED G.D.GARBAGE DISPOSAL GRD.GRADE GYP. BD. GYPSUM BOARD HDR. HEADER HGT. HEIGHT INT. INTERIOR MAX. MAXIMUM MIN. MINIMUM MECH. MECHANICAL MFGR. MANUFACTURER MICRO. MICROWAVE MTL. METAL NAT. NATURAL (N)NEW NO. NUMBER O.C.ON CENTER PLYWD. PLYWOOD RIS. RISERS R.O. ROUGH OPENING R.R. ROOF RAFTERS REV. REVISION REFR. REFRIDGERATOR REQD. REQUIRED SHT. SHEET SL. SLIDER SIM. SIMILAR STL. STEEL STRUCT. STRUCTURAL TEMP. TEMPE RED TR. TREADS T&G. TOUNGE & GROOVE T.O. TOP OF TYP. TYPICAL U.N.O UNLESS NOTED OTHERWISE V.I.F.VERIFY IN FIELD WASH.WASHER W.H.WATER HEATER WD.WOOD CONTENTS CONTACTS ARCHITECTURAL A0.0 COVER SHEET A0.1 BLUEPRINT FOR A CLEAN BAY FIRE SPRINKLERS NOT REQUIRED - HOUSE LESS THAN 3,600 SF EXISTING HOUSE IS 2,359 SF CONSTRUCTION FIRE SAFETY Section A33-47 of the Santa Clara County Code and Section 101 of the California Fire Code give the County Fire Marshal the authority to make and enforce such rules and regulations for the prevention and control of fire and fire hazards as may be necessary to carry out the intent of the Code. Copies of Santa Clara County Fire Marshal Standards and the County Fire Code Amendments can be found on this website. [REF: SCC §A33-47 & CFC §101.4] Construction to comply with Chapter 33 Std Detail and Specification S1-7. The Fire Marshal's Office also has the responsibility for enforcing Title 19 of the California Code of Regulations, and portions of the California Building Code, as adopted by the County of Santa Clara. A copy of the County Fire Code is kept at the County Clerk of the Board's Office. PREMISES/ADDRESS IDENTIFICATION The address numbers of the property or project location shall be plainly visible and legible from the street or road fronting the property at the fire apparatus access point or as otherwise approved per code: These numbers shall contrast with their background. Where required by the fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (101.6 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). Where access is by means of a private road and the building cannot be viewedfrom the public way, a monument, pole or other sign or means shall be used to identify the structure. Address numbers shall be maintained. CFC Sec. 505.1 SANTA CLARA FIRE DEPT NOTES LEGEND PROJECT DATA & DESCRIPTION ZONING MAP ASSESSOR MAP VICINITY MAP PROJECT SUMMARY TABLE APPLICABLE CODES 2019 California Building Code - CCR Title 24 Part 2 2019 California Residential Code - CCR Title 24 Part 2.5 2019 California Electrical Code - CCR Title 24 Part 3 2019 California Mechanical Code - CCR Title 24 Part 4 2019 California Plumbing Code - CCR Title 24 Part 5 2019 California Building Energy Efficiency Standards – CCR Title 24 Part 6 2019 California Historical Building Code - CCR Title 24 Part 8 2019 California Existing Building Code - CCR Title 24 Part 10 2019 California Green Building Standards Code - CCR Title 24 Part 11 2019 International Existing Building Code, Appendix Chapters A2 and A5 PROJECT DESCRIPTION EXISTING 1982 2-STORY SINGLE FAMILY RESIDENCE W/ DETACHED GARAGE /ADU ON BACK ALLEY THERE IS NO CHANGE IN FOOTPRINT, FLOOR AREA, FAR THE MASTER BEDROOM SPRINGLINE WILL BE RAISED/ROOF PITCH CHANGED TO MATCH THE EXISTING ROOF NEARBY. THIS ROOM IS EXISTING, THERE IS NO CHANGE IN FLOOR AREA. THE RIDGE LINE OF THIS ROOM REMAINS THE SAME. INTERIOR REMODEL-RENOVATE/UPGRADE KITCHEN, BATHROOMS; REPLACE ALL LOW EFFICIENT WINDOWS WITH NEW CLAD, WOOD HIGH EFFICIENT WINDOWS THROUGHOUT. REBUILD (E) BACK ROOF AT MASTER BEDROOM TO ALIGN WITH EXISTING ROOF. LANDSCAPING REMAINS AS IS WITH EXISTING VEGETATION AND SHEET FLOW. Assessor's Parcel Number(APN): 510-17-070 ZONING: R-1D:LHP LOT SIZE(GROSS): 6,675 SF CONSTRUCTION TYPE: TYPE V OCCUPANCY GROUP: R3 - SINGLE FAMILY DWELLING / 1-STORIES, DETACHED EXISTING GARAGE/ADU ON ALLEY CLIENT: Amanda McIntyre 104 Wilder Avenue Los Gatos, CA 95030 ARCHITECT: Beckstom Architecture/Planning + Consulting Inc. PO Box 1317, Los Gatos, CA 95030 650 847-8351, eric@beckstromarchitecture.com STRUCTURAL ENGINEER: Efe Sozkesen MS. PE. 4x Engineering, Inc., 4340 Stevens Creek Blvd. Suite # 240 San Jose, CA 95129 408 642-5464 CONTRACTOR: To be confirmed TITLE 24/ Title 24 Data Corp GREENPOINT RATER: Monika Taylor CEA R13-14-10017 633 Monterey Trail, POB 2199, Frazier Park, CA 93225-2199 800-237-8824; title24@frazmtn.com A0.1 A1.0 A2.1E A2.2 A2.3 A3.0E A3.1E A3.2 A3.3 A4.0 NOTES SITE PLAN FLOOR PLANS-EXISTING FLOOR PLANS-PROPOSED CRAWLSPACE & ROOF PLAN ELEVATIONS-EXISTING ELEVATIONS-EXISTING ELEVATIONS ELEVATIONS BUILDING SECTIONS ATTACHMENT 4 DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A0.1 1:1.18 BLUEPRINT FOR A CLEAN BAY REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/2021 Materials storage & spill cleanup Non-hazardous materials management 4 Sand, dirt, and similar materials must be stored at least 10 feet from catch basins, and covered with a tarp during wet weather or when rain is forecast. 4 Use (but don’t overuse) reclaimed water for dust control as needed. 4 Sweep streets and other paved areas daily. Do not wash down streets or work areas with water! 4 Recycle all asphalt, concrete, and aggregate base material from demolition activities. 4 Check dumpsters regularly for leaks and to make sure they don’t overflow. Repair or replace leaking dumpsters promptly. Hazardous materials management 4 Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, state, and federal regulations. 4 Store hazardous materials and wastes in secondary containment and cover them during wet weather. 4 Follow manufacturer’s application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. 4 Be sure to arrange for appropriate disposal of all hazardous wastes. Spill prevention and control 4 Keep a stockpile of spill cleanup materials (rags, absorbents, etc. ) available at the construction site at all times. 4 When spills or leaks occur, contain them immediately and be particularly care- ful to prevent leaks and spills from reaching the gutter, street, or storm drain. Never wash spilled material into a gutter, street, storm drain, or creek! 4 Report any hazardous materials spills immediately! Dial 911 or your local emer- gency response number. Vehicle and equipment maintenance & cleaning 4 Inspect vehicles and equipment for leaks frequently. Use drip pans to catch leaks until repairs are made; repair leaks promptly. 4 Fuel and maintain vehicles on site only in a bermed area or over a drip pan that is big enough to prevent runoff. 4 If you must clean vehicles or equipment on site, clean with water only in a bermed area that will not allow rinsewater to run into gutters, streets, storm drains, or creeks. 4 Do not clean vehicles or equipment on-site using soaps, solvents, degreasers, steam cleaning equipment, etc. Dewatering operations 4 Reuse water for dust control, irrigation, or another on-site purpose to the greatest extent possible. 4 Be sure to call your city’s storm drain inspector before discharging water to a street, gutter, or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. 4 In areas of known contamination, testing is required prior to reuse or discharge of groundwater. Consult with the city inspector to determine what testing to do and to interpret results. Contaminated groundwater must be treated or hauled off-site for proper disposal. Concrete, grout, and mortar storage & waste disposal 4 Be sure to store concrete, grout, and mortar under cover and away from drainage areas. These materials must never reach a storm drain. 4 Wash out concrete equipment/trucks off-site or designate an on-site area for washing where water will flow onto dirt or into a temporary pit in a dirt area. Let the water seep into the soil and dispose of hardened concrete with trash. Make sure your crews and subs do the job right! Storm drain polluters may be liable for fines of up to $10,000 per day! Runoff from streets and other paved areas is a major source of pollution in San Francisco Bay. Construction activities can directly affect the health of the Bay unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and local creeks. Following these guidelines will ensure your compliance with local ordinance requirements. 4 Divert water from washing exposed aggregate concrete to a dirt area where it will not run into a gutter, street, or storm drain. 4 If a suitable dirt area is not available, collect the wash water and remove it for appropriate disposal off site. Earthwork & contaminated soils 4 Keep excavated soil on the site where it is least likely to collect in the street. Transfer to dump trucks should take place on the site, not in the street. 4 Use hay bales, silt fences, or other control measures to minimize the flow of silt off the site. Paving/asphalt work Saw cutting 4 Always completely cover or barricade storm drain inlets when saw cutting. Use filter fabric, hay bales, sand bags, or fine gravel dams to keep slurry out of the storm drain system. 4 Shovel, absorb, or vacuum saw-cut slurry and pick up all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). 4 If saw cut slurry enters a catch basin, clean it up immediately. 4 Do not pave during wet weather or when rain is forecast. 4 Always cover storm drain inlets and man- holes when paving or applying seal coat, tack coat, slurry seal, or fog seal. 4 Place drip pans or absorbent material un- der paving equipment when not in use. 4 Protect gutters, ditches, and drainage courses with hay bales, sand bags, or earthen berms. 4 Do not sweep or wash down excess sand from sand sealing into gutters, storm drains, or creeks. Collect sand and return it to the stockpile, or dispose of it as trash. 4 Do not use water to wash down fresh asphalt concrete pavement. Painting 4 Never rinse paint brushes or materials in a gutter or street! 4 Paint out excess water-based paint before rinsing brushes, rollers, or containers in a sink. If you can’t use a sink, direct wash water to a dirt area and spade it in. 4 Paint out excess oil-based paint before cleaning brushes in thinner. 4 Filter paint thinners and solvents for reuse whenever possible. Dispose of oil-based paint sludge and unusable thinner as hazardous waste. 4 Avoid scheduling earth moving activities during the rainy season if possible. If grading activities during wet weather are allowed in your permit, be sure to implement all control measures necessary to prevent erosion. 4 Mature vegetation is the best form of erosion control. Minimize disturbance to existing vegetation whenever possible. 4 If you disturb a slope during construction, prevent erosion by securing the soil with erosion control fabric, or seed with fast- growing grasses as soon as possible. Place hay bales down-slope until soil is secure. 4 If you suspect contamination (from site history, discoloration, odor, texture, abandoned underground tanks or pipes, or buried debris), call your local fire department for help in determining what testing should be done. 4 Manage disposal of contaminated soil according to Fire Department instructions. Bay Area Stormwater Management Agencies Association (BASMAA) 1-888-BAYWISE Pollution Prevention —It’s Part of the Plan DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A1.0 1/8" = 1'-0", 1' = 1'-0" SITE PLAN REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/2021 24.25 sq ft 6,675.00 sq ft 1,348.50 sq ft 716.75 sq ft 108 109 106 107 105 101 109 102 2-8x6-82-4x6-81033-0x6-8104 102103 101 111112 110 4-9x6-8 WILDER AVENUE 104 10 0 1 12 BEAN AVENUEALLEY SITE 21212345671 2 3 4 5 6 7 8 9 10 11 12 13 1234567716.75 sq ft PROPERTY LINE, TYP. PROPERTY LINE, TYP. PROPERTY LINE, TYP. PROPERTY LINE, TYP. 15' SETBACK SIDEWALK, TYP. (E) 8' FENCE (E) 8' FENCE (E) 8' FENCE (E) 6' FENCE (E) GAS METER (E) ELEC METER (E) 8' FENCE 5' SETBACK 5' SETBACK (E) REAR DECK (E) SIDE DECK (E) 8' FENCE (E) DRIVEWAY (E) 3.5' H. WD PICKET FENCE, PTD (E) 3.5' H. WD PICKET FENCE, PTD (E) 3.5' H. WD PICKET FENCE, PTD FRONT CONCRETE WALKS (N) FRONT PERGOLA, PTD (N) FRONT PORCH ROOF OVER (E) BAY ROOF; TO CONNECT/TIE INTO DEN ROOF TO THE RIGHT (E) STONE PATHS ON SAND (E) SIDE DECK (E) GATE (E) GATEMICROREF DW (E) NEIGHBOR 2-STORY (E) NEIGHBOR 2-STORY (E) NEIGHBOR 2-STORY (E) GARAGE (E) GARAGE (E) GARAGE (E) GARAGE/ ADU (E) HOUSE CONSTRUCTED IN 1982 CONSTRUCTED IN 1982LOT CALCULATIONS LOT AREA 6,675.00 SF COVERAGE CALCULATIONS BULDING COVERAGE ALLOWED 40% ALLOWED COVERAGE 2,670.00 SF IMPERVIOUS EXISTING COVERAGE HOUSE 1,349.00 SF GARAGE/ADU (FIRST FLOOR)717.00 SF EXISTING COVERAGE TOTAL 2,066.00 SF IMPERVIOUS COVERAGE AMOUNT ALLOWED 2,670.00 SF IMPERVIOUS COVERAGE AMOUNT UNDER 604.00 SF IMPERVIOUS FLOOR AREAS FIRST FLOOR 1,349.0 SF SECOND FLOOR 1,010.0 SF HOUSE FLOOR TOTAL 2,359.0 SF GARAGE/ADU (FIRST FLOOR)717.00 SF ADU (SECOND FLOOR)717.00 SF GARAGE/ADU FLOOR TOTAL 1,434.0 SF NSCALE: 1/8" = 1'-0" FIRST FLOOR-SITE PLAN NOTES 1. ALL DIMENSIONS FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION , TYP. 3. SEE STRUCTURAL DRAWINGS FOR EXTENT OF BRACED AND SHEAR WALLS. 4. EXTERIOR WALLS TO BE 2X4 STUD, U.O.N. 5. INTERIOR WALLS TO BE 2X4 STUD, U.O.N. 6. PROVIDE MIN. 1-HR FIRE SEPARATION CONSTRUCTION BETWEEN R-3 AND U OCCUPANCIES AND MECH. RMS, TYP. 5/8" TYPE X GYP. BD. TO BE APPLIED TO THE GARAGE SIDE WALLS. 7. SHOWER WALLS TO HAVE A SMOOTH , HARD, NON-ABSORBANT SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT OT A HEIGHT OF 72" ABOVE THE DRAIN INLET, PER CRC R307.2. 8. 3/8" (MIN.) THICK TEMPERED GLASS DOOR AT ALL BATH/ SHOWER ENCLOSURES, TYP. 9. PROVIDE 36" MIN. DEEP LANDING (7.75" MAX. BELOW THRESHOLD FOR IN-SWING/ SLIDER DOORS, 11/2" MAX. AT OUT-SWING DOORS) AT ALL EXTERIOR DOORS. 10. THERMAL INSULATION: R-15 FACTOR THERMAL INSULATION TYPICAL IN EXTERIOR 2X4 WALLS R-19 or R-30 FACTOR THERMAL (FOAM) INSULATION TYPICAL AT ROOFS. R-13 FACTOR THERMAL INSULATION AT INTERIOR FOR NOISE REDUCTION. 11. EGRESS WINDOW MIN. NET CLEAR OPENING 5.7 SQ. FT. MIN. NET CLEAR WIDTH 20" MIN. NET CLEAR HT. 24". FINISHED SILL NOT MORE THAN 44" ABOVE FINISHED FLOOR. 12. 1/2" THK. GYP. BD, LEVEL 4 FOR ALL INTERIOR WALLS, U.O.N. 13. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE NOTCHED TO A DEPTH OF 25% MAX. OF ITS WIDTH. ANY NONBEARING PARTITION MAY BE NOTCHED TO A DEPTH OF 40%, PER CRC 602.6.1. 14. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIA. OF THE RESULTING HOLE IS NO MORE THAN 60% OF THE STUD WIDTH AND THE EDGE OF THE HOLE IS NO MORE THAN 5/8" FROM THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH OR USE OF AN APPROVED STUD SHOE IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, PER CRC 602.6.2. 15.* ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE CLOSED WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY TO PREVENT PASSAGE OF RODENTS. 16.* AT THE TIME OF FINAL INSPECTION, A MANUAL , CD, WEB- BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH COMPLIES WITH THE SPECIFICATIONS IN CALGREEN 4.410.1. 17.* ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF SCAQMD RULE 1168 VOC LIMITS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY. 18.* ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITHY VOC LIMITS IN TABLE 1 OF THE AIR RESOURCES BOARD ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN CALGREEN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. 19.* AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT - WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(a)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBTIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTION 94522(c)(2) AND (d)(2) OF THE CA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAAQMD SHALL ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PODUCT LIMITS OF REGULATION 8, RULE 49. 20.* HARDWOOD PLYWOOD, PARTICLEBOARD AND MDF COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS OFOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD CA CODE OF REGULATIONS, TITLE 17, SECTION 93120.1(a). 21.* WHERE CONCRETE SLAB FOUNDATIONS OR CONCRETE SLAB- ON-GROUND FLOORS ARE REQUIRED TO HAVE A VAPOR RETARDER, A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH ONE OF THE FOLLOWING: A) A 4-INCH THICK BASE OF 1/2" OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN WHICH WILL ADDRESS BLEEDING, SHRINKAGE AND CURLING SHALL BE USED B) OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY C) A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL 22.* BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. 23.* INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. MANUF. DRYING RECOMMENDATIONS SHALL BE FOLLOWED FOR WET-APPLIED INSULATION PRODUCTS PRIOR TO ENCLOSURE. 24.* WHEN REQUIRED BY THE ENFORCING AGENCY, SPECIAL INSPECTORS SHALL PROVIDE INSPECTIONS OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH APPLICABLE CODES. SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE TO THE ENFORCING AGENCY IN THE DISCIPLINE IN WHICH THEY ARE INSPECTING. 25.* DOCUMENTATION OF COMLIANCE SHALL INCLUDE, BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE LOCAL ENFORCING AGENCY. 1. ALL DEMOLITION WORK SHALL AT ALL TIMES BE UNDER THE IMMEDIATE SUPERVISION OF A PERSON WITH THE PROPER EXPERIENCE, TRAINING, AND AUTHORITY. 2. ALL REMOVED BUILDING MATERIALS, APPLIANCES, AND FIXTURES MAY BE SALVAGED AT THE OWNER 'S DISCRETION. VERIFY WITH OWNER PRIOR TO DEMOLITION WHAT IS TO BE REMOVED WITH CARE, SALVAGED, AND STORED AT A LOCATION DESCRIBED BY THE OWNER . 3. DEMOLITION CONTRACTOR TO REDIRECT / RECONNECT ANY ACTIVE EXISTING UTILITY, DRAINAGE, AND SPRINKLER LINES WHICH ARE DISTURBED BY DEMOLITION. CAP ALL ABANDONED LINES. 4. CONTRACTOR IS TO BE FAMILIAR WITH DEMOLITION AND FIELD VERIFY ALL DEMOLITION PRIOR TO BEGINNING WORK, REPORT ANY DISCREPANCIES TO ARCHITECT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SELECTIVE DEMOLITION AS REQUIRED FOR IMPROVEMENTS PROPOSED, RENOVATIONS, AND ALTERATIONS TO (E) GARAGE AND (E) RESIDENCE. 6. OWNER AND ARCHITECT TO WALK JOB WITH CONTRACTOR PRIOR TO COMMENCEMENT OF DEMOLITION. 7.* RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50% (BY WEIGHT) OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH CALGREEN 4.408.2. 8.* SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN: A) IDENTIFYING THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE B) SPECIFYING IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE OR BULK MIXED C) IDENTIFYING DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE TAKEN D) IDENTIFYING CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE GENERATED E) SPECIFYING THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERETED SHALL BE CALCULATED BY WEIGHT OR VOLUME BUT NOT BY BOTH 9.* DOCUMENTATION WILL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH CALGREEN 4.408.2. 10.*A PLAN MUST BE DEVELOPED AND IMPLEMENTED TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION . *CALGREEN RESIDENTIAL MANDATORY MEASURES DEMOLITION NOTES DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A2.1E 1/4" = 1'-0" FLOOR PLANS-EXISTING REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/2021 6,675.00 sq ft 1,348.46 sq ft 29'52'-10"12'17'15'-3"41'-7"4'29' 7' 13'-9"30' VARIES(E) GAS METER (E) INSTANTANEOUS WATER HEATER (E) HIGH EFF. FURNACE (E) AC CONDENSOR (E) WATER SERVICE ENTRANCE (E) CRAWLSPACE ACCESS, 22" X 30" MIN.12345671234567RANGE/HOODREF DRYWASH UP (E) NEIGHBOR2-STORY(E) NEIGHBOR2-STORY(E) NEIGHBOR GARAGE1-STORYDEN/LIBRARY 101 DINING RM 102 KITCHEN 103 LAUNDRY 104 GUEST BATH 1 105 GUEST BED 1 106 GREAT RM 107 1,009.94 sq ft 29'41'-7"12'17'15'-3"52'-10"(E) ATTIC ACCESS, 22" X 30" MIN.12345671234567DN BED 2 201 BED 3 202 BATH 2 203 M BATH 3 204 M BEDRM 4 205 M DRESS 206 NSCALE: 1/4" = 1'-0" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A2.2 1/4" = 1'-0" FLOOR PLANS-PROPOSED REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/2021 24.28 sq ft 6,675.00 sq ft 1,348.46 sq ft 108 109 106 107 105 101 109 102 2-8x6-82-4x6-81033-0x6-8104 102103 101 111112 110 4-9x6-8 GR366 36 '' x 26 ''1 A4.0 2 A4.0 3 A4.0 4'-2 3/4"5'-8 1/2"7'2'-3 1/2"5'-4 1/2"8'-4 7/8"8'-7 1/8"10'-1/2"3'-2"4'3'-2" 3'-6"7'-3"3'-1/2"6'-4 1/2"12'-3"2'-8 1/2"2'29'52'-10"12'17'15'-3"41'-7"4'29' 7' 13'-9"30' VARIES(E) GAS METER (E) INSTANTANEOUS WATER HEATER (E) HIGH EFF. FURNACE (E) AC CONDENSOR (E) WATER SERVICE ENTRANCE (E) CRAWLSPACE ACCESS, 22" X 30" MIN. SLAB 1 SLAB 2 SLAB 3 SLABS 55.5 SF 12345671234567DRYWASH REF 3'-1" VIF 5'-2"5'-2" 25.38 sq ft 4.65 sq ft (N) 4X4 POST AT LOCATION OF (E) JOG IN WALL, ARCHITECTURAL COLUMN AROUND STRUCT POST (N) HIGH EFF. DIRECT VENT GAS INSERT FIREPACE IN (E) MASONRY FIREPLACE (N) WINDOW AT (E) WINDOW LOCATION (N) WINDOW AT (E) WINDOW LOCATION (N) WINDOWS AT (E) WINDOW LOCATION, TYP. (N) WINDOWS AT (E) WINDOW LOCATION, TYP. (N) WINDOW AT (E) WINDOW LOCATION (N) DOOR AT (E) WINDOW LOCATION, ALIGN W/ (E) WINDOW ABOVE (N) WINDOW AT (E) WINDOW LOCATION (N) WINDOW AT (E) WINDOW LOCATION- EXTEND OPENING AS NEEDED (N) DOOR AT (E) DOOR & WINDOW LOCATIONS; INSTALL (N) CONTINOUS 3.5X11.25 LVL HEADER RENOVATE (E) BATH, REPLACE TOILET, VANITY AND SHOWER CONTROLS W/ (N) TILE SURROUND AT TUB & (N) TILE FLOOR (N) TILE FLOOR (N) DOOR IN (E) OPENING, FRENCH DOOR, 2X3 LITES, TEMPERED (N) DOOR AT (E) WINDOW LOCATION (N) WALLS, SHOWN HATCHED, TYP. (N) WALLS, SHOWN HATCHED, TYP. (N) ARCHED OPENING (N) PANTRY (N) KITCHEN IN (E) SPACE UP MICROREF DW DEN/LIBRARY 101 DINING RM 102 KITCHEN 103 LAUNDRY 104 GUEST BATH 1 105 GUEST BED 1 106 GREAT RM 107 1,009.94 sq ft 212 214213 3-0x7-3 218 217 205 204 203 207 206 208 210 211 209 215 2162-4x6-82-4x6-82-6x6-82-8x6-8 2-8x6-8 116 2-6x6-8201202 1 A4.0 2 A4.0 3 A4.0 2'-10 1/4"8'3'-10 1/4"2'-8"2'-8"3'-1"7'-5/8"3'-8 1/4"5'-10 3/4"5'-10 3/4"7'-10 1/2"3'-6 1/2"2'-6"5'-10"5'-4" 4'-6"6'1'-10 3/4" 29'41'-7"12'17'15'-3"52'-10"SOLATUBE, TYP. SOLATUBE, TYP. SOLATUBE, TYP. SOLATUBE, TYP. (E) ATTIC ACCESS, 22" X 30" MIN. MBATH SLAB 1234567123456711'-7"10'-8"3'-2"3 1/2"6'-11"5'-6"12.00 sq ft (N) WINDOW AT (E) WINDOW LOCATION RENOVATE (E) BATH, REPLACE TOILET, VANITY AND SHOWER CONTROLS W/ (N) TILE SURROUND AT TUB & (N) TILE FLOOR (N) WINDOW AT (E) WINDOW LOCATION (N) WINDOW AT (E) WINDOW LOCATION (N) WINDOWS AT (E) WINDOW LOCATION, TYP. (N) WINDOW AT (E) WINDOW LOCATION, LOWER SILL (N) WINDOWS AT (E) WINDOW LOCATION, TYP. (N) WALL W/ (E) WALL RECONFIGURE (E) BATH, REPLACE TOILET, VANITY AND SHOWER CONTROLS, (N) ALCOVE TUB W/ (N) TILE SURROUND AT TUB & (N) TILE FLOOR (N) WINDOW AT (E) WINDOW LOCATION (N) DOOR, FRENCH DOOR, 2X3 LITES, TEMPERED (N) WALLS, SHOWN HATCHED, TYP. DN TEMPERED TEMPERED TEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPERED BED 2 201 BED 3 202 BATH 2 203 M BATH 3 204 M BEDRM 4 205 M DRESS 206 NSCALE: 1/4" = 1'-0" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN 1. ALL DEMOLITION WORK SHALL AT ALL TIMES BE UNDER THE IMMEDIATE SUPERVISION OF A PERSON WITH THE PROPER EXPERIENCE, TRAINING, AND AUTHORITY. 2. ALL REMOVED BUILDING MATERIALS, APPLIANCES, AND FIXTURES MAY BE SALVAGED AT THE OWNER 'S DISCRETION. VERIFY WITH OWNER PRIOR TO DEMOLITION WHAT IS TO BE REMOVED WITH CARE, SALVAGED, AND STORED AT A LOCATION DESCRIBED BY THE OWNER. 3. DEMOLITION CONTRACTOR TO REDIRECT / RECONNECT ANY ACTIVE EXISTING UTILITY, DRAINAGE, AND SPRINKLER LINES WHICH ARE DISTURBED BY DEMOLITION. CAP ALL ABANDONED LINES. 4. CONTRACTOR IS TO BE FAMILIAR WITH DEMOLITION AND FIELD VERIFY ALL DEMOLITION PRIOR TO BEGINNING WORK, REPORT ANY DISCREPANCIES TO ARCHITECT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SELECTIVE DEMOLITION AS REQUIRED FOR IMPROVEMENTS PROPOSED, RENOVATIONS, AND ALTERATIONS TO (E) GARAGE AND (E) RESIDENCE. 6. OWNER AND ARCHITECT TO WALK JOB WITH CONTRACTOR PRIOR TO COMMENCEMENT OF DEMOLITION. 7.* RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50% (BY WEIGHT) OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH CALGREEN 4.408.2. 8.* SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN: A) IDENTIFYING THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE B) SPECIFYING IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE OR BULK MIXED C) IDENTIFYING DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE TAKEN D) IDENTIFYING CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE GENERATED E) SPECIFYING THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERETED SHALL BE CALCULATED BY WEIGHT OR VOLUME BUT NOT BY BOTH 9.* DOCUMENTATION WILL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH CALGREEN 4.408.2. 10.*A PLAN MUST BE DEVELOPED AND IMPLEMENTED TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. *CALGREEN RESIDENTIAL MANDATORY MEASURES DEMOLITION NOTES NOTES 1. ALL DIMENSIONS FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION , TYP. 3. SEE STRUCTURAL DRAWINGS FOR EXTENT OF BRACED AND SHEAR WALLS. 4. EXTERIOR WALLS TO BE 2X4 STUD, U.O.N. 5. INTERIOR WALLS TO BE 2X4 STUD, U.O.N. 6. PROVIDE MIN. 1-HR FIRE SEPARATION CONSTRUCTION BETWEEN R-3 AND U OCCUPANCIES, TYP. 1/2" MIN. GYP. BD. TO BE APPLIED TO THE GARAGE SIDE WALLS. 7. SHOWER WALLS TO HAVE A SMOOTH , HARD, NON-ABSORBANT SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT OT A HEIGHT OF 72" ABOVE THE DRAIN INLET, PER CRC R307.2. 8. 3/8" (MIN.) THICK TEMPERED GLASS DOOR AT ALL BATH/ SHOWER ENCLOSURES, TYP. 9. PROVIDE 36" MIN. DEEP LANDING (7.75" MAX. BELOW THRESHOLD FOR IN-SWING/ SLIDER DOORS, 11/2" MAX. AT OUT -SWING DOORS) AT ALL EXTERIOR DOORS. 10. THERMAL INSULATION: R-15 FACTOR THERMAL INSULATION TYPICAL IN EXTERIOR 2X4 WALLS R-19 or R-30 FACTOR THERMAL (FOAM) INSULATION TYPICAL AT ROOFS . R-13 FACTOR THERMAL INSULATION AT INTERIOR FOR NOISE REDUCTION . 11. EGRESS WINDOW MIN. NET CLEAR OPENING 5.7 SQ. FT. MIN. NET CLEAR WIDTH 20" MIN. NET CLEAR HT. 24". FINISHED SILL NOT MORE THAN 44" ABOVE FINISHED FLOOR. 12. 1/2" THK. GYP. BD, LEVEL 4 FOR ALL INTERIOR WALLS, U.O.N. 13. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE NOTCHED TO A DEPTH OF 25% MAX. OF ITS WIDTH. ANY NONBEARING PARTITION MAY BE NOTCHED TO A DEPTH OF 40%, PER CRC 602.6.1. 14. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIA. OF THE RESULTING HOLE IS NO MORE THAN 60% OF THE STUD WIDTH AND THE EDGE OF THE HOLE IS NO MORE THAN 5/8" FROM THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH OR USE OF AN APPROVED STUD SHOE IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, PER CRC 602.6.2. 15.* ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE CLOSED WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY TO PREVENT PASSAGE OF RODENTS. 16.* AT THE TIME OF FINAL INSPECTION, A MANUAL , CD, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH COMPLIES WITH THE SPECIFICATIONS IN CALGREEN 4.410.1. 17.* ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF SCAQMD RULE 1168 VOC LIMITS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY. 18.* ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITHY VOC LIMITS IN TABLE 1 OF THE AIR RESOURCES BOARD ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN CALGREEN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. 19.* AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(a)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBTIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTION 94522(c)(2) AND (d)(2) OF THE CA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAAQMD SHALL ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PODUCT LIMITS OF REGULATION 8, RULE 49. 20.* HARDWOOD PLYWOOD, PARTICLEBOARD AND MDF COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS OFOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD CA CODE OF REGULATIONS, TITLE 17, SECTION 93120.1(a). 21.* WHERE CONCRETE SLAB FOUNDATIONS OR CONCRETE SLAB-ON-GROUND FLOORS ARE REQUIRED TO HAVE A VAPOR RETARDER, A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH ONE OF THE FOLLOWING: A) A 4-INCH THICK BASE OF 1/2" OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN WHICH WILL ADDRESS BLEEDING, SHRINKAGE AND CURLING SHALL BE USED B) OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY C) A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL 22.* BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. 23.* INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. MANUF. DRYING RECOMMENDATIONS SHALL BE FOLLOWED FOR WET-APPLIED INSULATION PRODUCTS PRIOR TO ENCLOSURE. 24.* WHEN REQUIRED BY THE ENFORCING AGENCY, SPECIAL INSPECTORS SHALL PROVIDE INSPECTIONS OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH APPLICABLE CODES. SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE TO THE ENFORCING AGENCY IN THE DISCIPLINE IN WHICH THEY ARE INSPECTING. 25.* DOCUMENTATION OF COMLIANCE SHALL INCLUDE, BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE LOCAL ENFORCING AGENCY. 26.* DUCT SYSTEM ARE SIZED AND DESIGNED AND EQUIPMENT IS SELECTED USING THE FOLLOWING: 1. ESTABLISHED HEAT LOSS AND GAIN ACCORDING TO ANSI/ACCA MANUAL J 2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA MANUAL D-2009 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA MANUAL S-2004 27.* AUTOMATIC IRRIGATION CONTROLLERS - SHALL BE WEATHER R SOIL MOISTURE BASED DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A2.3 1/4" = 1'-0" CRAWLSPACE & ROOF PLAN REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/20211 A4.0 2 A4.0 3 A4.0 12'-8 1/2"RAISE ROOF TO MATCH (E) ROOFSOLATUBE, TYP. SOLATUBE, TYP. SOLATUBE, TYP. SOLATUBE, TYP.RIDGERIDGERIDGESLOPE 12:12 SLOPE 12:12 SLOPE 12:12 SLOPE 12:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 SLOPE 6:12 LINE OF STRUCTURE BELOW 1 A4.0 2 A4.0 3 A4.0 CENTER FOUNDATION WALL TO BE CONFIRMED ON SITE (E) CRAWLSPACE VENTILATION PER CODE (E) CRAWLSPACE ACCESS, 22" X 30" MIN. (E) CRAWLSPACE 001 NSCALE: 1/4" = 1'-0" ROOF PLAN SCALE: 1/4" = 1'-0" CRAWLSPACE DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A3.0E 1/4" = 1'-0" ELEVATIONS-EXISTING REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/202130'-11" (E) NO CHANGEDESIGN NOTE: 104 WILDER AVE WAS ORIGINALLY DESIGNED WITH A LOWER MAIN ROOF (APPROX. +4' LOWER) THAT WAS A CONTINUATION OF THE LOWER DEN ROOF ON THE LEFT (FROM THE ORIGINAL PLANS); HOWEVER IN 1982 THE BUILDERS RAISED THE MAIN ROOF HIGHER THAN THE PLANS SO THAT THE EXISTING STREET FACADE IS ESSENTIALLY A THREE STORY FACE WITHOUT DETAIL OR BALANCED PROPORTIONS. THE NEW RENOVATION ADDS DIFFERENT CLADDING, TRIM AND WALL OFFSETS IN ORDER TO 'BREAK DOWN' THE TALL MASS AND ATTEMPT TO MAKE A 'FRIENDLIER' FACE TO THE STREET WITHOUT CHANGING THE OVERALL FORM OF THE HOUSE THE NEW WINDOWS ATTEMPT TO GIVE A HARMONIOUS AND BALANCED EXPRESSION TO HONOR THE STREET T.O. (E) SUBFLOOR EL. 0'-0" (REF) T.O. SUBFLOOR EL. 9'-6" T.O. SUBFLOOR EL.17'-6" 104 100112 DEN ROOF MAIN ROOF DESIGN NOTE: 104 WILDER AVE WAS ORIGINALLY DESIGNED WITH A LOWER MAIN ROOF (APPROX. +4' LOWER) THAT WAS A CONTINUATION OF THE LOWER DEN ROOF ON THE LEFT (FROM THE ORIGINAL PLANS); HOWEVER IN 1982 THE BUILDERS RAISED THE MAIN ROOF SO THAT THE EXISTING STREET FACADE IS ESSENTIALLY A THREE STORY FACE WITHOUT DETAIL OR BALANCED PROPORTIONS. THE NEW RENOVATION ADDS DIFFERENT CLADDING, TRIM AND WALL OFFSETS IN ORDER TO 'BREAK DOWN' THE TALL MASS AND ATTEMPT TO MAKE A 'FRIENDLIER' FACE TO THE STREET WITHOUT CHANGING THE OVERALL FORM OF THE HOUSE DESIGN NOTE: 104 WILDER AVE WAS ORIGINALLY DESIGNED (NOT BUILT) WITH A STEEP ROOF THAT HAD THE SAME SPRINGLINE AS THE SMALL ROOF AREA IN THE MASTER BEDROOM; THE CHANGES DONE DURING CONSTRUCTION BACK IN 1982 LEFT THE HOUSE WITH UNGAINLY PROPORTIONS AND ROOF LINES; THE PROPOSED RENOVATIONS ATTEMPT TO BRING SOME CLARITY AND BALANCE IN PROPORTIONS BACK TO THE HOUSE WITH WINDOWS AND THE BACK ROOF CHANGE DESIGN NOTE: (FROM THE ORIGINAL PLANS) THE LINE OF ORIGINAL STEEP ROOF WENT FROM THE MASTER BEDROOM ALL THE WAY TO THE FRONT OF THE HOUSE YET THIS WAS NOT BUILT EXCEPT FOR THE SMALL AREA AT THE MASTER BEDROOM T.O. (E) SUBFLOOR EL. 0'-0" (REF) T.O. SUBFLOOR EL. 9'-6" T.O. SUBFLOOR EL.17'-6" SCALE: 1/4" = 1'-0" WEST/WILDER AVE. ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A3.1E 1/4" = 1'-0" ELEVATIONS-EXISTING REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/2021 T.O. (E) SUBFLOOR EL. 0'-0" (REF) T.O. SUBFLOOR EL. 9'-6" T.O. SUBFLOOR EL.17'-6"30'-11" (E) NO CHANGET.O. (E) SUBFLOOR EL. 0'-0" (REF) T.O. SUBFLOOR EL. 9'-6" T.O. SUBFLOOR EL.17'-6" 104100 112 SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" EAST/BACKYARD ELEVATION DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A3.2 1/4" = 1'-0" ELEVATIONS REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/2021 (E) ROOF 12'-8 1/2"AREA OF RAISED ROOF DESIGN NOTE: 104 WILDER AVE WAS ORIGINALLY DESIGNED WITH A LOWER MAIN ROOF (APPROX. +4' LOWER) THAT WAS A CONTINUATION OF THE LOWER DEN ROOF ON THE LEFT (FROM THE ORIGINAL PLANS); HOWEVER IN 1982 THE BUILDERS RAISED THE MAIN ROOF SO THAT THE EXISTING STREET FACADE IS ESSENTIALLY A THREE STORY FACE WITHOUT DETAIL OR BALANCED PROPORTIONS. THE NEW RENOVATION ADDS DIFFERENT CLADDING, TRIM AND WALL OFFSETS IN ORDER TO 'BREAK DOWN' THE TALL MASS AND ATTEMPT TO MAKE A 'FRIENDLIER' FACE TO THE STREET WITHOUT CHANGING THE OVERALL FORM OF THE HOUSE DESIGN NOTE: 104 WILDER AVE WAS ORIGINALLY DESIGNED (NOT BUILT) WITH A STEEP ROOF THAT HAD THE SAME SPRINGLINE AS THE SMALL ROOF AREA IN THE MASTER BEDROOM; THE CHANGES DONE DURING CONSTRUCTION BACK IN 1982 LEFT THE HOUSE WITH UNGAINLY PROPORTIONS AND ROOF LINES; THE PROPOSED RENOVATIONS ATTEMPT TO BRING SOME CLARITY AND BALANCE IN PROPORTIONS BACK TO THE HOUSE WITH WINDOWS AND THE BACK ROOF CHANGE DESIGN NOTE: (FROM THE ORIGINAL PLANS) THE LINE OF ORIGINAL STEEP ROOF WENT FROM THE MASTER BEDROOM ALL THE WAY TO THE FRONT OF THE HOUSE YET THIS WAS NOT BUILT EXCEPT FOR THE SMALL AREA AT THE MASTER BEDROOM T.O. (E) SUBFLOOR EL. 0'-0" (REF) T.O. SUBFLOOR EL. 9'-6" T.O. SUBFLOOR EL.17'-6" RAISE (E) ROOF/EAVE TO ALIGN W/ (E) MAIN ROOF TO THE LEFT EXTEND ROOF OVER (E) FACETED BAY ROOF W/ WD BRACKETS, PTD DASHED LINES SHOWING AREA OF (E) WINDOWS/DOORS, TYP. LINE OF (E) MASTER BEDROOM ROOF (E) ROOF ELEVATION, NO CHANGE (E) ROOF ELEVATION, NO CHANGE (E) ROOF ELEVATION, NO CHANGE 30'-11" (E) NO CHANGEDESIGN NOTE: 104 WILDER AVE WAS ORIGINALLY DESIGNED WITH A LOWER MAIN ROOF (APPROX. +4' LOWER) THAT WAS A CONTINUATION OF THE LOWER DEN ROOF ON THE LEFT (FROM THE ORIGINAL PLANS); HOWEVER IN 1982 THE BUILDERS RAISED THE MAIN ROOF HIGHER THAN THE PLANS SO THAT THE EXISTING STREET FACADE IS ESSENTIALLY A THREE STORY FACE WITHOUT DETAIL OR BALANCED PROPORTIONS. THE NEW RENOVATION ADDS DIFFERENT CLADDING, TRIM AND WALL OFFSETS IN ORDER TO 'BREAK DOWN' THE TALL MASS AND ATTEMPT TO MAKE A 'FRIENDLIER' FACE TO THE STREET WITHOUT CHANGING THE OVERALL FORM OF THE HOUSE THE NEW WINDOWS ATTEMPT TO GIVE A HARMONIOUS AND BALANCED EXPRESSION TO HONOR THE STREET T.O. (E) SUBFLOOR EL. 0'-0" (REF) T.O. SUBFLOOR EL. 9'-6" T.O. SUBFLOOR EL.17'-6" 104 100112REMOVE (E) BRICK AND PATCH STUCCO TO MATCH (E) (N) WINDOWS IN (E) OPENINGS, TYP. (N) TALLER WINDOW IN (E) OPENINGS, TYP. (N) VERITCAL CEMENTITIOUS WD SHIPLAP SIDING, PTD, TYP. (N) VERITCAL CEMENTITIOUS WD SHIPLAP SIDING, PTD, TYP. (N) HORIZONTAL TRIM BD, PTD, TYP. (N) WINDOW OR VENT FOR ARCHITECTURAL ARTICULATION ONLY) (N) ROOF OVER (E) BAY ROOF W/ BRACKETS AND BEAM, PTD, TYP.; TO VISUALLY TIE IN THE BAY TO THE FRONT DEN GABLE WD BRACKETS, PTD, TYP. THIS UPPER WALL IS OFFSET 5 1/2" (N) HORIZONTAL TRIM BD, PTD, TYP. WD BRACKETS, PTD, TYP. (N) WINDOWS IN (E) OPENINGS, TYP. (N) WINDOWS IN (E) OPENINGS, TYP. REMOVE (E) BRICK BASE AND PATCH W/ STUCCO TO MATCH (E), TYP.REMOVE (E) BRICK BASE AND PATCH W/ STUCCO TO MATCH (E), TYP. DEN ROOF MAIN ROOF (E) ROOF ELEVATION, NO CHANGE ARCHITECTURAL/DECORATIVE WINDOW ONLY, THIS IS NOT HABITABLE SPACE (EXISTING TRUSS ROOF-IMPOSSIBLE TO USE FOR HABITATION) SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" WEST/WILDER AVE. ELEVATION 104 Wilder Avenue 100 Wilder Avenue 112 Wilder Avenue 211 Bean Avenue 100 Wilder Avenue Garage Alley Bean Avenue 211 Bean Avenue Garage Raise roof to match existing roof Existing roof Existing Main Bedroom roof is stepped down Raise roof to match existing roof Existing roofExisting roof Large windows Smaller windows in a regular pattern and scale EXISTING VIEW ABOVE LOOKING SOUTHEAST PROPOSED VIEW ABOVE LOOKING SOUTHEAST DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A3.3 1/4" = 1'-0" ELEVATIONS REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/202130'-11" (E) NO CHANGET.O. (E) SUBFLOOR EL. 0'-0" (REF) T.O. SUBFLOOR EL. 9'-6" T.O. SUBFLOOR EL.17'-6" 104100 112DASHED LINE SHOW LOCATION OF (E) WINDOWS/DOORS, TYP. RAISE (E) ROOF TO ALIGN W/ (E) ROOF BEYOND (E) ROOF ELEVATION, NO CHANGE (E) ROOF ELEVATION, NO CHANGE (E) ROOF ELEVATION, NO CHANGE (E) ROOF ELEVATION, NO CHANGE T.O. (E) SUBFLOOR EL. 0'-0" (REF) T.O. SUBFLOOR EL. 9'-6" T.O. SUBFLOOR EL.17'-6" DASHED LINES SHOWING AREA OF (E) WINDOWS/DOORS, TYP. (E) ROOF ELEVATION, NO CHANGE (E) ROOF ELEVATION, NO CHANGE (E) ROOF ELEVATION, NO CHANGE (E) ROOF ELEVATION, NO CHANGE (E) ROOF ELEVATION, NO CHANGE SCALE: 1/4" = 1'-0" EAST/BACK YARD ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION DRAWN DATE SCALE JOB NO. SHEET DRAWING TITLE: SEAL: 4/20/2021 6 FILENAME 2118 McIntyre CD1.18.pln A4.0 1/4" = 1'-0" BUILDING SECTIONS REVISIONS BY EB EB 104 Wilder AvenueLos Gatos, CA 95030APN: 510-17-070An Interior Remodeling of theMcIntyre ResidenceA R C H I T E C T U R E + I N T E R I O R SBECKSTROMeric@beckstromarchitecture.comwww.beckstromarchitecture.comP.O. BOX 1317, LOS GATOS, CA 95030THESE DRAWINGS HAVE BEEN DEVELOPED BY BECKSTROM ARCHITECTURE + INTERIORS FOR THE TITLED SET ONLY, THE DRAWINGS ARE THE SOLE PROPERTY OF BECKSTROM ARCHITECTURE + INTERIORS AND THEY SHALL NOT BE USED, LENT, COPIED OR ALTERED WITHOUT THE WRITTEN CONSENT OF BECKSTROM ARCHITECTURE + INTERIORS 650.847.83517/31/2021 PLANNING PERMIT SUBMISSION update 4/20/20218'11'-4 1/2"(E) ATTICNO WORK (E) ROOF TRUSSES/ATTIC SPACE, NON-HABITABLE, THERE IS DIAGONAL BRACING THROUGHOUT(NOT SHOWN) AND THE SECOND FLOOR CEILING JOISTS ARE NOT SIZED OR SUITABLE FOR LOADS11'-1 1/4"RAISE (E) ROOF SPRING LINE, RIDGE REMAINS THE SAME; THIS IS AN EXISTING AREA 7'-2 13/16"NO WORK (E) ROOF TRUSSES/ATTIC SPACE, NON-HABITABLE, THERE IS DIAGONAL BRACING THROUGHOUT(NOT SHOWN) AND THE SECOND FLOOR CEILING JOISTS ARE NOT SIZED OR SUITABLE FOR LOADS (E) STAIR SCALE: 1/4" = 1'-0"3 SECTION-DR/DEN SCALE: 1/4" = 1'-0"1 SECTION-MASTER BEDROOM SCALE: 1/4" = 1'-0"2 SECTION-GREAT RM This Page Intentionally Left Blank