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Item 02 - Staff Report and Attachments 1 to 5 PREPARED BY: SEAN MULLIN, AICP and SAVANNAH VAN AKIN Senior Planner Assistant Planner 110 E. Main Street Los Gatos, CA 95030 ● 408-354-6874 www.losgatosca.gov TOWN OF LOS GATOS HISTORIC PRESERVATION COMMITTEE REPORT MEETING DATE: 01/26/2022 ITEM NO: 2 DATE: January 21, 2022 TO: Historic Preservation Committee FROM: Joel Paulson, Community Development Director SUBJECT: Requesting Approval for Construction of Exterior Alterations and a Second- Story Addition Greater than 100 Square Feet to an Existing Single-Family Residence on Property Zoned R-1:8 Located at 320 Johnson Avenue. APN 529-39-070. Minor Residential Development Application MR-21-029. PROPERTY OWNER: Steven and Gina Spirch. APPLICANT: Steven Plyler, DeMattei Construction, Inc. PROJECT PLANNERS: Sean Mullin and Savannah Van Akin. RECOMMENDATION: Consider a request for approval for construction of exterior alterations and a second-story addition greater than 100 square feet to an existing single-family residence on property zoned R-1:8 located at 320 Johnson Avenue. PROPERTY DETAILS: 1. Date primary structure was built: 1915 per County Assessor’s Database 2. Town of Los Gatos Historic Status Code: + - Historic and intact or worthy of special note 3. Does property have an LHP Overlay? No 4. Is structure in a historic district? No 5. If yes, is it a contributor? N/A 6. Findings required? No 7. Considerations required? Yes BACKGROUND: The subject property is located on the south side of Johnson Avenue and is developed with a pre-1941 Craftsman two-story residence. The Santa Clara County Assessor’s Database lists a construction date of 1915 for the existing residence. The 1990 Anne Bloomfield Survey estimates a construction date of 1910s with a preliminary rating of “historic and intact or worth PAGE 2 OF 3 SUBJECT: 320 Johnson Avenue DATE: January 21, 2022 N:\DEV\HISTORIC PRESERVATION\HPC Reports and Attachments\2022\01-26-22\Item 02 - 320 Johnson Ave\Staff Report.docx BACKGROUND (continued): of special note” (Attachment 1). The Sanborn Fire Insurance maps show the residence on the subject property in 1928 through 1956, showing a consistent building footprint through that period (Attachment 2). On May 26, 2021, the Committee conducted a preliminary review a proposal for additions exterior alterations and an addition to the right side of the first floor of the existing pre-1941 Craftsman two-story residence (Attachment 4). The Committee discussed the proposal and recommended that the new doors on the rear elevation be French doors rather than sliders. The project has since evolved to include a second-story addition greater than 100 square feet, which requires approval of a Minor Residential Development application. This application was received by the Town on December 3, 2021. DISCUSSION: This applicant proposes exterior alterations and an addition to the existing pre-1941 Craftsman two-story residence (Attachment 5). The proposed first-floor addition is located on the right side of the residence and would accommodate a proposed interior remodel. The first-floor addition is approximately nine- to ten-feet wide and stretches the length of the residence from the front wall behind the front porch. The addition includes an expanded front porch with new support posts and a new deck at the rear of the residence. At the front elevation, the entry door would be relocated slightly left of its current location and the existing window to the right of the entry would be removed and new French doors would be introduced. The changes on the right side elevation include new double-hung windows and a new fixed window, as well as a new gable-end roof. The second-story addition would infill an existing balcony and would include new windows and a revised roof line to match the existing ridge height and incorporate a nesting gable. All new exterior materials would match the existing materials. CONCLUSION: The applicant is requesting approval for construction of exterior alterations and a second-story addition greater than 100 square feet to a pre-1941 single-family residence. Should the Committee find merit in the proposed project, it should make the following considerations and make a recommendation of approval to the Community Development Director. The project would not return to the Committee. PAGE 3 OF 3 SUBJECT: 320 Johnson Avenue DATE: January 21, 2022 N:\DEV\HISTORIC PRESERVATION\HPC Reports and Attachments\2022\01-26-22\Item 02 - 320 Johnson Ave\Staff Report.docx CONSIDERATIONS: A. Considerations Sec. 29.80.290. Standards for review. In evaluating applications, the deciding body shall consider the architectural style, design, arrangement, texture, materials and color, and any other pertinent factors. Applications shall not be granted unless: For pre-1941 structures, the proposed work will neither adversely affect the exterior architectural characteristics or other features of the property which is the subject of the application. B. Residential Design Guidelines Section 4.9 of the Town’s Residential Design Guidelines offers recommendations for additions to historic resources through reference to Section 3.9 (Attachment 3). ATTACHMENTS: 1. 1990 Bloomfield Survey 2. Sanborn Map Exhibit 3. Section 3.9, Residential Design Guidelines 4. Development Plans, preliminary review 5. Development Plans This Page Intentionally Left Blank 1908 320 Johnson Avenue ATTACHMENT 2 1928 320 Johnson Avenue 1956 320 Johnson Avenue This Page Intentionally Left Blank Residential Design Guidelines 33 Town of Los Gatos BUILDING DESIGN3 3.8.3 Use traditional detailing •Treat openings in walls as though they were constructed of the traditional material for the style. For example, be sure to provide substantial wall space above arches in stucco and stone walls. Traditionally, wall space above the arch would have been necessary to structurally span the opening, and to make the space too small is inconsistent with the archi- tectural style. •Openings in walls faced with stone, real or synthetic, should have defined lintels above the opening except in Mission or Spanish Eclectic styles. Lintels may be stone, brick or wood as suits the style of the house. •Treat synthetic materials as though they were authentic. For example, select synthetic stone patterns that place the individual stones in a horizontal plane as they would have been in a load bearing masonry wall. •Select roof materials that are consistent with the traditional architectural style (e.g., avoid concrete roof tiles on a Crafts- man Style house.) 3.8.4 Materials changes •Make materials and color changes at inside corners rather than outside corners to avoid a pasted on look. 3.9 ADDITIONS/ACCESSORY BUILDINGS/SECONDARY UNITS •Site additions in the least conspicuous place. In many cases this is a rear or side elevation - only rarely is it a rooftop. •The existing built forms, components and materials should be reinforced. Heights and proportions of additions and alterations should be consistent with and continue the original architectural style and design. •Additions should be subordinate, and compatible in scale and proportion to the historically significant portions of the existing structure. •When an addition or remodel requires the use of newly constructed exterior elements, they should be identical in size, dimension, shape and location as the original, and Use stone or wood lintels over openings in stone walls Additions, accessory buildings and secondary units should match the form, architectural style, and details of the original house ATTACHMENT 3 Residential Design Guidelines34 Town of Los Gatos BUILDING DESIGN3 should utilize the same materials as the existing protected exterior elements. •When an addition necessitates the removal of architectural materials, such as siding, windows, doors, and decorative elements, they should be carefully removed and reused in the addition where possible. •The introduction of window and door openings not char- acteristic in proportion, scale, or style with the original architecture is strongly discouraged (e.g., sliding windows or doors in a structure characterized by double hung windows and swinging doors). •The character of any addition or alteration should be in keeping with and subordinate to the integrity of the original structure. •The amount of foundation exposed on the addition should match that of the original building. •Do not add roof top additions where the roof is of historic significance. •Second floor additions are discouraged in neighborhoods with largely one story homes. If horizontal expansion of the house is not possible, consider incorporating a second floor addition within the roof form as shown in the example to the left. •Second floor additions which are not embedded within the roof form should be located to the rear of the structure. •The height and proportion of an addition or a second story should not dominate the original structure. •Deck additions should be placed to the rear of the struc- ture only, and should be subordinate in terms of scale and detailing. •New outbuildings, such as garages, should be clearly subor- dinate to the main structure in massing, and should utilize forms, materials and details which are similar to the main structure. •Garages should generally be located to the rear of the lot behind the rear wall of the residence. One car wide access driveways should be utilized. Original structure Addition incorporated into the roof successfully adds space while respecting the integrity of the existing house and the scale of the neighborhood Placing a two story addition to the rear can minimize its impact on the historic resource and the scale of the neighborhood E / LE / LN Cross Section 13 A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE.B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY.C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE.D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR.134.6444.01 42.34110PG&E CABLE TV SSCO W/M 25' FSB 8' SSB8' SSB20' RS B 9"dia T R E E TO R E M AI N 9"dia T R E E TO R E M AI N 6" di a T R E E TO R E M AI N 4"dia T R E E S TO B E REM O V E D 70 CONCRETE WALK 227 SF FIRST FLR ADDITION (ANGLE DOUBLE HATCHED) 7 SF FIRST FLR ADDITION (ANGLE DOUBLE HATCHED) (E) 1020 SF 2ND FLR (SHADED) 21 SF FIRST FLR AREA REMOVED (CROSS ANGLE HATCHED)3' ACCSRY SSBIF 5' SEPARATION(E) 1300 SF 1ST FLR WIDE ANLGE HATCH (E) PORCH (E) POTTING SHED PROPOSED 381 SF DECK8' SSBPROP'D 64 SF PORCH EXTENSION (N) FPL 320 JO H N S O N A V E 364 SF (E) GARAGE (HATCHED LINE) 23'10" (N) SIDE SETBACK 4" di a T R E E T O BE R E M O V E D TITLE SHEETCITY OF SARATOGA: CONSTRUCTION WORK HOURS: MONDAY - FRIDAY 7:30AM - 6:00PM SATURDAYS 9:00AM - 5:00PM SUNDAYS AND WEEKDAY HOLIDAYS PROHIBITED SITE MANAGEMENT: A. SITE SHALL BE MAINTAINED CLEAN AT ALL TIMES AND CONSTRUCTION DEBRIS HAULED OFF ON A REGULAR BASIS. B. "BEST MANAGEMENT PRACTICE" SHALL BE IN PLACE AND MAINTAINED DURING THIS PROJECT FOR PROTECTION OF ANY POLLUTANTS ENTERING THE EXISTING STORMWATER SYSTEM. COVERSHEET NOTES FOR SARATOGA RESPONSES TO PLAN CHECK COMMENTS SHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:09/18/15HPC SET 5/24/2021 T1DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-4784555/24/2021 Historic Preservation (HPC) | The Los Gatos CA Official Site! SHEET INDEX PROJECT DIRECTORY SCOPE OF WORK: SCOPE OF WORK: 230 JOHNSON AVE NET ADDITION OF 213 SF TO FIRST FLOOR OF EXISTING 2342 SF 2 STORY RESIDENCE RE-COMPARTMENTALIZE SOME OF FIRST FLOOR ADD 64 SF EXTENSION OF FRONT PORCH ADD 381 SF NEW REAR DECK MOVE FPL LOCATION TO LEFT SIDE TOWARD REAR N Scale: 1/8"=1'-0" SITE/ROOF PLAN PROJECT LOCATION ToDo:ToDo: 1. PLACE HOLDER, BECAUSE IT WON'T FORMAT WITHOUT IT. SHEET INDEX T1 TITLE SHEET A2.1 (E) FLOOR PLANS A2.2 PROPOSED FLOOR PLANS A2.3 (E) GAR FLR PLAN & ELEVATIONS A3.1 (E) ELEVATIONS A3.2 PROP'D ELEVATIONS P1 (E) HOUSE AND GARAGE PICTURES The drawings, plans, models, designs, specifications, reports, photographs, computer print-outs in association with the design development are intended for the use by the De Mattei Construction Inc. This work is intended solely for Owner. The contracted drawings are madeavailable for informational purposes only in relation to (Project). Drawings may not be copied, reproduced or distributed in anyway without written consent from De Mattei Construction Inc. De Mattei Construction Inc. cannot be held liable for any unauthorized use of the drawingsCONSTRUCTION SHALL CONFORM TO: 2016 California Building Code 2016 California Residential Code 2016 California Plumbing Code 2016 California Mechanical Code 2016 California Electrical Code 2016 Energy Code 2016 Green Building Code 2016 California Fire Code 2016 California Reference Standards Code PROPERTY OWNER: Steven and Gina Sprich 320 Johnson Ave, LG, Ca 95030 stevesprich@gmail.com gina.sprich@gmail.com DESIGNER/CONTRACTOR: Steven W Plyler, (408) 390-5971 steve@demattei.com DE MATTEI CONSTRUCTION, INC. 1794 the Alameda San Jose, Calif 95126 (408) 295-7516 PROPERTY OWNER: John and Carol Traub (408) 230-9568, (408) 472-5648 1741 University Ave, SJ, Ca 95126 4x ENGINEERING, INC 4340 Stevenscreek Blvd Suite #240 San Jose, Calif 95129 (408) 642-5464 DESIGNER/CONTRACTOR: Steven W Plyler, (408) 390-5971 steve@demattei.com DE MATTEI CONSTRUCTION, INC. 1794 the Alameda San Jose, Calif 95126 (408) 295-7516DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.SPRICH RESIDENCE REMODEL ASSESSOR'S PARCEL MAP RENDERING w/ PROPOSED ADDITION ATTACHMENT 4 E / LE / LE / LE / LE / L4x4 Post 4x4 Post 4x4 Post 4x4 Post4x4 Post 4x4 Post4x4 Post 4x4 Post4x4 Post 4x4 Post 10'-11 11/16"5'-8 1/2"26'-4 15/16"16'-0 13/16"6'-0 1/2"14'-0 1/2"40'-0 11/16"12'-4 3/16"17'-9 1/8"5'-8 1/2"6'-1"2'-8 7/8"46'-1 11/16"35'-9 13/16" 18'-4 1/2"18'-0 1/2"9'-11"3'-4"8'-5 1/2"21'-4 1/2"A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR. AT LEAST ONE FIXTURE IN EACH BATHRM, LAUNDRY, UTILITY RM AND GARAGE SHALL BE CONTROLLED BY A VACANCY SENSOR. CEC 150.0(k)2J LI VIN G ROOM DIN ING ROOM KITCHEN PORCH GARAGE 15' FSB 8' SSB3' ACCSRY SSBIF 5' SEPARATION4" di a T R E E S TO B E REM O V E D BEDROOM BEDROOM BEDROOM BATH CLOSET 9"dia T R E E TO R E M AI N 9"dia T R E E TO R E M AI N 4" di a T R E E TO B E REM O V E D 6" di a T R E E TO R E M AI N (E) POTTING SHED UP DN20'-5 3/4"34'-0 7/16"6'-8 11/16"6'-0 1/4"15'-4 1/8"8'-0 1/2"6'-0 1/4"22'-3 1/4"9'-7 9/16"11'-9 3/16"48 46 100 BEDROOM M. CLOSET M. BEDROOM BATH LAUNDRYCLOSETLINENBALCONY HALL DN OPEN AREA A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR. KEY WALL TO BE DEMOLISHED (E) WALL (E) FLOOR PLANSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:HPC SET 5/24/2021 A2.1DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-4784555/24/2021 X LINEAL FEET OF EAVE W/2X RAFTERS @ 16" O.C.: X'/16" = ±X AVAILABLE BLOCKS NEW UNDER FLOOR AREA TO BE VENTED = XXX SQ.FT. NEW ATTIC AREA TO BE VENTED = XXX SQ.FT. XXX/150(144) = XXX SQ.IN. NFVA REQUIRED EXISTING FLOOR AND DEMO PLANS XXX/150(144) = XXX SQ.IN. NFVA REQUIRED 1 FLOOR VENT UNIT: 13.5" X 7.5" = 101.25 SQ.IN NFVA 1 EAVE BLOCKING VENT UNIT: 14" x 5.5" = 77 SQ.IN NFVA X FLOOR VENTS PROVIDED, DISTRIBUTED EVENLY: (X) x XXX SQ.IN = XXX SQ.IN. NFVA XXX SQ.IN. NFVA PROVIDED > XXX SQ.IN. NFVA REQUIRED X EAVE VENTS PROVIDED, DISTRIBUTED EVENLY: (X) x X SQ.IN. = XXX SQ.IN. NFVA XXX SQ.IN. NFVA PROVIDED > XXX SQ.IN. NFVA REQUIRED LEGEND: EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED NEW INTERIOR CONSTRUCTION; 2x4 WD. STUD, 1/2" GYP. BD. EACH SIDE NEW EXTERIOR CONSTRUCTION; SEE 5/A3.2 NEW 1-HR FIRE RATED WALL; 2x4 WD. STUD, 5/8" TYPE "X" GYP. BD. EACH SIDE. SEE PLAN FOR LOCATIONS. LEGEND: EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED LEGEND: EXISTING CONSTRUCTION NEW CONSTRUCTION PLUMBING: A. ALL NEW TOILETS SHALL HAVE AN EFFECTIVE FLUSH VOLUME NOT TO EXCEED 1.28 GALLONS PER FLUSH. B. LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GPM AT 60 PSI (MIN. SHALL NOT BE LESS THAN 0.8 GPM AT 20 PSI). C. ALL NEW SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 PSI. D. ALL NEW KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. (TYP) STAIR NOTES STAIR GENERAL NOTE: -MAX RISE 7 3/4", MIN RUN 10", FOR TAPERED TREADS MIN. TREAD WIDTH REQUIRED 12" FROM NARROW END WHICH SHALL NOT BE LESS THAN 6" AT ANY POINT -MIN. HEADROOM IS 6'8" -MIN. CLEAR WIDTH IS 36" -HAND RAILS SHALL BE 34" TO 38" ABOVE TREADS AND RETURN TO WALLS PROTECT UNDERSTAIR WITH 1 HR CONSTRUCTION, 5/8" TYPE "X" SHEETROCK INSIDE WALLS AND CEILING HANDRAILS SHALL HAVE 1-1/4 - 2 INCH GRIPPABLE CROSS SECTION, NO SHARP CORNERS, EXTEND CONTINUOUSLY FROM TOP TO BOTTOM RISER, AND TERMINATE AT NEWEL POSTS OR RETURN TO WALLS. (TYP) HANDRAILS: "EXCEPTION #3 STAIRWAYS HAVING LESS THAN FOUR RISERS AND SERVING ON INDIVIDUAL DWELLING UNIT IN GROUP R, ......NEED NOT HAVE HANDRAILS" SPACE RAIL MEMBERS SUCH THAT A 4" dia SPHERE CANNOT PASS THROUGH GUARDRAILS, HEIGHT: "THE TOP OF GUARDRAILS SHALL NOT BE LESS THAN 42 INCHES IN HEIGHT. GUARDRAILS: " WHERE REQUIRED. ....LANDINGS,.. BALCONIES OR PORCHES,WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW,......SHALL BE PROTECTED BY A GUARD RAIL." LANDING: REQ'D 36" DEEP (IN THE DIRECTION OF TRAVEL) x WIDTH OF DOOR MAXIMUM DROP FROM TOP OF THRESHOLD IS 7.75" FOR IN SWINGING, 1/2" FOR OUT SWINGING DOORS, & 3/4" FOR SLIDING DOORS PER CBC 1008.1.5 - 1008.1.6 (TYP) ACCESS NOTES: A. EGRESS: (FOR NEW CONSTRUCTION AREAS) PER CBC 1026.1-1026.5. SLEEPING ROOMS MUST HAVE AN OPERABLE WINDOW OR EXTERIOR DOOR FOR EMERGENCY MEANS OF EGRESS WHICH OPENS DIRECTLY ONTO A PUBLIC STREET, ALLEY, YARD OR EXTERIOR COURT. PROVIDE SILL HEIGHT NOT OVER 44" ABOVE FLOOR, 5.7 SF OF OPERABLE AREA, 24" NET CLEAR OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH. B. ATTIC ACCESS: MIN 22" x 30" PER SECTION R807 CRC 2016 C. UNDERFLOOR ACCESS: 18" x 24" MIN. WATER HEATER TO BE INSTALLED ON 18" TALL STAND. USE 1 1/2" x 16ga STRAP w/ 3/8" dia X 3" LONG LAG AT POINTS WITH IN THE UPPER AND LOWER ONE THIRD OF ITS VERTICAL DIMENSION, THE LOWER ANCHOR STRAP LOCATED TO MAINTAIN A MINIMUM DISTANCE OF 4 INCHES ABOVE THE CONTROLS. MIN RECOVERY RATE OF WATER HEATER EQUIVALENT TO NOT LESS THAN THE FIRST HOUR RATING OF 67 GALLONS (TYP) GARAGE NOTES: A. PER TABLE 3-B UBC 302.4-GARAGE REQUIRES 1 HOUR OCCUPANCY SEPARATION CONSTRUCTION ON GARAGE SIDE ONLY WHERE GARAGE ADJOINS THE REST OF THE BUILDING. 5/8" TYPE X SHEETROCK ALL WALLS AND SURFACES BETWEEN GARAGE AND HOUSE (TYP)B. PER UBC 302.4, USE A 1 3/4" SOLID WOOD SELF-CLOSING DR w/ A FIRE RATING OF NOT LESS THAN 20 MIN. C. PER CBC 302.2 AND 302.4.3, FOR HABITABLE SPACES ABOVE GARAGE USE, 5/8" TYPE "X" GYP BD SHALL BE APPLIED TO GARAGE CEILING AND SUPPORTING MEMBERS (eg BEAMS COLUMNS AND BEARING WALLS). D. PER CBC 302.2 AND 302.4.3, FOR HABITABLE SPACES ABOVE GARAGE SPACING OF RAFTERS/CEILING JOISTS SHALL BE A MAXIMUM OF 16" o.c. (PER CBC TABLE 7-C) OR USE 2 LAYERS 5/8" TYPE "X" GYP BD APPLIED TO FRAMING @24" o.c. (TYP) WATER HEATER NOTES: PROVIDE 1 SF/2 KBTU COMBUSTION AIR AT BOTH WITHIN 12" OF FLOOR AND 12" OF CEILING BATHROOM: A. WATER CLOSETS SHALL BE LOCATED IN SPACES NOT LESS THAN 30" IN WIDTH AND 24" IN FRONT. B. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER. CRC 702.5.7.1 C. BACKER FOR SHOWER AND TUB SHOWER WALLS TO BE FIBER-CEMENT, FIBER REINFORCED CEMENTITIOUS BACKER UNITS, GLASS MAT GYPSUM BACKERS OR FIBER-REINFORCED GYPSUM BACKERS TO A MIN. HEIGHT OF 72" ABOVE THE FLOOR. D. USE 2X8 WOODEN BACKING IN ALL BATHROOM WALLS AT WATER CLOSET SHOWER AND BATHTUB, LOCATED AT 34" FROM FLOOR TO CENTER OF THE BACKING SUITABLE FOR THE ADDITION OF GRAB BARS. E. DOORS AND PANELS OF TUB AND SHOWER ENCLOSURES SHALL BE FULLY TEMPERED LAMINATED SAFETY GLASS OR APPROVED PLASTIC. F. SHOWER COMPARTMENTS SHALL HAVE MIN INTERIOR FLOOR AREA OF 1024 SQ IN AND ABLE TO CONTAIN A 30" DIA. CIRCLE. G. SHOWER AND TUB SHOWER COMBINATION IN ALL BUILDING SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. (TYP) WINDOW & DOOR NOTES:A. NEW WINDOWS SHALL HAVE A MAXIMUM U FACTOR OF 0.27 & SHADING COEFFICIENT SGHC OF 0.20 B. NEW DOORS SHALL HAVE A MAXIMUM U FACTOR OF 0.27 & SHADING COEFFICIENT SGHC OF 0.20 C. PROVIDE WEATHERSTRIPPING BETWEEN UNHEATED STORAGE OR ATTIC SAME AS EXTERIOR DOORS (TYP) D. FOR LIGHT REQUIREMENT PROVIDE A WINDOW AREA OF NOT LESS THAT 10% OF FLOOR AREA NOR LESS THAT 10 SF, FOR VENTILATION PROVIDE AN OPERABLE WINDOW AREA OF NOT LESS THAN 5% OF FLOOR AREA NOR LESS THAN 5 SF. E. WINDOW IN SHOWER LESS THAN 70" ABOVE THE DRAIN OUTLET TO BE TYPE NOT ADVERSELY AFFECTED BY MOISTURE (TYP) RECYCLE NOTES: MINIMUM OF 65% OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS WILL BE RECYCLED AND/OR SALVAGED FOR REUSE IN ACCORDANCE WITH SECTIONS 4,408.2, 4.408.3, OR 4.408.4. CGBSC SECTION 4.408.L (TYP) HVAC NOTES: A. PROVIDE 1 SF/2 KBTU COMBUSTION AIR AT BOTH WITHIN 12" OF FLOOR AND 12" OF CEILING B. PROVIDE 30"x30" MIN ACCESS TO FURNACE IN ATTIC w/30" x 30" MIN LEVEL SERVICE AREA IN FRONT OF FURNACE . FURNACE SHALL NOT BE LOCATED GREATER THAN 20' FROM ACCESS OPENING. PROVIDE SWITCHED LIGHT AND RECEPTACLE AT ATTIC SPACE ENTRANCE. PROVIDE 24" WIDE PLATFORM PATH TO FAU C. PROVIDE 30"x30" MIN ACCESS TO FURNACE IN CRAWL SPACE w/30" x 30" MIN LEVEL SERVICE AREA IN FRONT OF FURNACE IN CRAWL SPACE. FURNACE SHALL NOT BE LOCATED GREATER THAN 20' FROM ACCESS OPENING. PROVIDE SWITCHED LIGHT AND RECEPTICLE AT CRAWL SPACE ENTRANCE D. ATTIC ACCESS THROUGH BEDROOM OR BATHROOM TO HVAC NOT ALLOWED E. CENTRAL HEATING BOILERS AND FURNACES. LOCATION: CENTRAL HEATING FURNACE AND LOW PRESSURE BOILER INSTALLATIONS IN BEDROOMS OR BATHROOMS SHALL COMPLY WITH ONE OF THE FOLLOWING [NFPA 54:9.3.1] (1) CENTRAL HEATING FURNACES AND LOW-PRESSURE BOILERS MAY BE INSTALLED IN A CLOSET LOCATED IN THE BEDROOM OR BATHROOM, PROVIDED THE CLOSET IS EQUIPPED WITH A LISTED, GASKETED DOOR ASSEMBLY AND A LISTED SELF- CLOSING DEVICE. THE SELF-CLOSING DOOR ASSEMBLY SHALL BE THE REQUIREMENTS OF CODE. ALL COMBUSTION AIR FOR SUCH INSTALLATIONS SHALL BE OBTAINED FROM THE OUTDOORS. THE CLOSET SHALL BE FOR THE EXCLUSIVE USE OF THE CENTRAL HEATING FURNACE OR LOW-PRESSURE BOILER. (2) CENTRAL HEATING FURNACES AND LOW-PRESSURE BOILERS SHALL BE OF THE DIRECT-VENT TYPE. SELF-CLOSING DOORS. SELF-CLOSING DOORS SHALL SWING EASILY AND FREELY AND SHALL BE EQUIPPED WITH A SELF-CLOSING DEVICE TO CAUSE THE DOOR TO CLOSE AND LATCH EACH TIME IS OPENED. THE CLOSING MECHANISM SHALL NOT HAVE A HOLD-OPEN FEATURE. GASKETING: GASKETING ON GASKET DOORS OR FRAMES SHALL BE FURNISHED ONLY IN ACCORDANCE WITH THE PUBLISHED LISTING OF THE DOOR, FRAME, OR GASKETING MATERIAL MANUFACTURER. EXCEPTION: WHERE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, GASKETING OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIAL (SEE NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION) SHALL BE PERMITTED TO BE APPLIED TO THE FRAME, PROVIDED CLOSING AND LATCHING OF THE DOOR ARE NOT INHIBITED. DISHWASHER NOTE: NO DOMESTIC DISHWASHING MACHINE SHALL  BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD WASTE DISPOSER WITHOUT  THE USE OF  AN APPROVED DISHWASHER AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. LISTED AIRGAPS SHALL BE INSTALLED WITH THE FLOOD- LEVEL (FL) MARKING AT OR ABOVE THE FLOOD LEVEL OF THE SINK OR DRAIN BOARD, WHICHEVER IS HIGHER.  CPC SEC. 807.3 INSULATION NOTE: NOTE ON THE PLANS THAT FOR ALL REMODELS, INSULATION MEETING THE MANDATORY FEATURE REQUIREMENTS IN THE CAL IFORNIA ENERGY CODE SHALL BE INSTALLED AT CEILINGS, WALLS, FLOORS AND WATER PIPES, WHEN THESE AREAS ARE EXPOSED DURING REMODELING.  SCC CODE  12.10.250 BATHRM/LAUNDRY VENTILATION NOTES A. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED w/ ENERGY STAR COMPLIANT FANS AND DUCTED TO TERMINATE OUTSIDE THE BLDG (AT LEAST 3' AWAY FROM ANY OPENING). UNLESS FUNCTIONING AS WHOLE HOUSE FAN, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL (ADJUSTABLE RANGE 50% MIN, - 80% MAX.) B. EXHAUST FANS SHALL HAVE A MIN. OF 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION AND BE ENERGY STAR COMPLIANT AND BE EQUIPPED WITH A HUMIDISTAT AND HUMIDITY CONTROL C. PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF 5 AIR CHANGES/HR AND DISCHARGE TO EXTERIOR. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET FROM PROPERTY LINES OR ANY OPENINGS INTO THE BUILDING (i.e., DRYERS, BATH AND UTILITY FANS, ETC., MUST BE 3 FEET AWAY FROM DOORS WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS). BACK DRAFT DAMPER SHALL BE PROVIDED USE SMOOTH METAL D. EXHAUST FANS (EXCLUDES KITCHEN EXHAUST HOOD) SHALL BE SWITCHED SEPARATE FROM LIGHTING (OR UTILIZE A DEVICE WHERE LIGHTING CAN BE TURNED OFF WHILE FAN IS RUNNING) E. DUCT FOR DRYER EXHAUST USE A MAX DUCT LENGTH OF 14' TO OUTSIDE w/ BACKDRAFT DAMPER AND TWO 90 DEGREE ELBOWS AND A MIN. OF 4" DIA. R311.7.6 Landings for stairways. There shall be a floor or landing at the top and bottom of each stairway. The minimum width perpendicular to the direction of travel shall be no less than the width of the flight served… Exception: A floor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing over the stairs.DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.FIRST FLOOR PLANSECOND FLOOR PLAN Scale: 1/4"=1'-0" UP E / LE / LE / LE / LE / LS2 A3.2 20'-1 5/8" 5'-4"9'-8"8'-0" 10'-10"5'-8"2'-5" 5'-7 1/2" 3'-7 11/16"5'-0"5'-7"7'-0"13'-5"10'-10"17'-6"2'-5"6'-4 1/2"7'-3 1/2"5'-7"5'-6 3/4"12'-0 3/16"7'-9 1/4"11'-1 1/2"2'-3"2'-6"2'-6"1'-0"1'-0"6'-1"18'-4 1/2"18'-0 1/2"9'-11"3'-4"8'-5 1/2"21'-4 1/2"6'-0 1/4"46'-1 11/16"BEDROOM FAM ILY ROOM 48" PICKET FENCE 2.5, 5 OC PORCH B EDROOM KITCHEN PANTRY EXE RCISE R OOM BATH POW DER 9'-6" APPROX. 5'+ CONCRETE WALK HALL PROPOSED DECK (E) POTTING SHED ADDITION (E) GARAGE REPL (E) 4x4 POSTS w/ 9 1/4" SQ POSTS (N) 9 1/4" SQ PORCH POST RELOCATE (E) FRONT DR RELOCATED (E) WINDOW (N) WINDOW BEDROOM M. CLOSET M. BEDROOM BATH LINENBALCONY CLOSETOPEN AREALAUNDRYHALL PATCH WHERE WALLS REM'D PATCH WHERE 1/2 WALLS REM'D (N) WALL KEY (E) WALL PROPOSED FLOORPLANSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:HPC SET 5/24/2021 A2.2DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-4784555/24/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.FIRST FLOOR PLANSECOND FLOOR PLAN Scale: 1/4"=1'-0" PROPOSED FLOOR PLANS 9"A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR. KEY WALL TO BE DEMOLISHED (E) WALL 18'-4 1/2"18'-0 1/2"9'-11"3'-4"8'-5 1/2"21'-4 1/2"A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR. AT LEAST ONE FIXTURE IN EACH BATHRM, LAUNDRY, UTILITY RM AND GARAGE SHALL BE CONTROLLED BY A VACANCY SENSOR. CEC 150.0(k)2J GARAGE 134.64(E) GAR FLR PLAN &ELEVATIONSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:HPC SET 5/24/2021 A2.3DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-4784555/24/2021 GREEN BUILDING: FINISHES: A. USE LOW-VOC INTERIOR WALL/CEILING PAINTS (<50 GRAMS PER LETTER (GPL) VOCS REGARDLESS OF SHEEN) CGBSC 4.504.2.2 B. USE LOW-VOC COATINGS THAT MEET SCAQMD RULE 1113 (CGBSC 4.504.2.3) PLUMBING: ALL EXISTING NON-COMPLIANT PLUMBING FIXTURES SHALL BE UPGRADED: A. WATER CLOSETS WITH A FLOW RATE IN EXCESS OF 1.6 GPF WILL NEED TO BE REPLACED WITH WATER CLOSETS WITH A MAXIMUM FLOW RATE OF 1.28 GPF. B. SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 GPM WILL NEED TO BE REPLACED WITH A MAXIMUM 2.0 GPM SHOWER HEAD. C. LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 GPM WILL NEED TO BE REPLACED WITH A FAUCET WITH MAXIMUM FLOW RATE OF 1.5 GPM (OR 1.8 GPM FOR KITCHEN FAUCETS). SMOKE DETECTORS: A. SMOKE DETECTOR SYSTEM SHALL BE HARD WIRED AND RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING, BE INTERCONNECTED TO SOUND SIMULTANEOUSLY AND EQUIPPED WITH BATTERY BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR CURRENT PROTECTION. THE SMOKE ALARM SHALL EMIT A SIGNAL WHEN BATTERIES ARE LOW. B. INSTALL DETECTORS IN EACH BEDROOM, AT EACH CORRIDOR/AREA NEXT TO THE BEDROOM, AT THE TOP OF STAIRS AND EACH STORY AND BASEMENT. C. MULTIPLE SMOKE DETECTORS ARE REQUIRED WHEN CEILING LEVELS/ ELEVATIONS CHANGE OR ARE INTERRUPTED BY ARCHITECTURAL ELEMENTS (CASED OPENINGS, ARCHWAYS, SKYLIGHT WELLS, ETC.) . D. SMOKE DETECTORS SHALL BE LISTED AND COMPLY WITH UL 217 AND BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND MANUFACTURERS INSTRUCTIONS. CARBON MONOXIDE ALARMS: CARBON MONOXIDE ALARMS REQUIRED BY SECTION 420.6.2 SHALL BE INSTALLED AND MAINTAINED IN THE FOLLOWING LOCATIONS: A. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM (S). B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. C. IN GROUP R-1 OCCUPANCIES; ON THE CEILING OF EVERY SLEEPING UNIT OR OTHER LOCATIONS WITHIN THE SLEEPING UNIT IN COMPLIANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. D. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH BATTERY BACK-UP. ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION. E. WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. F. CARBON MONOXIDE ALARMS SHALL BE LISTED AND COMPLY WITH UL 2034 AND BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND MANUFACTURERS INSTRUCTIONS. ATTIC AND UNDERFLR INSTALLED FAU: A. UNIT SHALL BE ACCESSIBLE THROUGH AN OPENING AND PASSAGEWAY NOT LESS THAN THE LARGEST COMPONENT OF THE UNIT AND NOT LESS THAN 22"x30" B. THE DISTANCE FROM THE PASSAGEWAY ACCESS TO THE UNIT SHALL NOT EXCEED 20' C. THE WIDTH OF THE PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE SOLID FLOORING NOT LESS THAN 24" WIDE FROM THE ENTRANCE OPENING TO THE UNIT. D. A LEVEL WORKING PLATFORM NOT LESS THAN 30" BY 30" SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE UNIT. E. A PERMANENT 120V RECEPTACLE OUTLET AND A LIGHTING FIXTURE SHALL BE INSTALLED NEAR THE UNIT. THE SWITCH CONTROLLING THE LIGHTING FIXTURE SHALL BE LOCATED AT THE ENTRANCE TO THE PASSAGEWAY. F. PROVIDE 30"x30" MIN ACCESS TO FURNACE IN CRAWL SPACE w/30" x 30" MIN LEVEL SERVICE AREA IN FRONT OF FURNACE IN CRAWL SPACE. FURNACE SHALL NOT BE LOCATED GREATER THAN 20' FROM ACCESS OPENING. PROVIDE SWITCHED LIGHT AND RECEPTICLE AT CRAWL SPACE ENTRANCE G. ATTIC ACCESS THROUGH BEDROOM OR BATHROOM TO HVAC NOT ALLOWED GENERAL ELECTRICAL NOTES: A. RECESS LIGHTS INSTALLED IN INSULATED AREAS SHALL BE IC RATED B. ALL ELECTRICAL EQUIPMENT SHALL BE UL LISTED AND INSTALLED PER LISTING C. ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLES, CONDUITS, ETC. WILL NEED TO BE FILLED TO PREVENT RODENT INTRUSION (4.406.1) D. ALL125 -VOLT, 15 AND 20 AMPERE OUTLETS SHALL BE TAMPER RESISTANT (CEC 406.11) STAIRWAY ILLUMINATION NOTES: A. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. B. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT- CANDLE (11 LUX) MEASURED AT THE CENTER OF TREADS AND LANDINGS. C. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. EXTERIOR LIGHTING: ALL OUTDOOR LIGHTING ATTACHED TO THE BUILDING SHALL BE HIGH EFFICACY OR CONTROLLED BY BOTH A MOTION SENSOR AND PHOTO CONTROL PRIOR TO FINAL INSPECTION: COMPLETED CF2R-LTG-OL-E FORM MUST BE PROVIDED TO THE TOWN BUILDING INSPECTOR, PRIOR TO FINAL INSPECTION KITCHEN ELECTRICAL: A. PROVIDE GFCI PROTECTION AT ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS . B. AT EACH KITCHEN AND DINING AREA COUNTER SPACE WIDER THAN 12", LOCATE A RECEPTACLE SO THAT NO POINT ALONG THE COUNTER WALL IS OVER 24" FROM A RECEPTACLE. COUNTERTOP RECEPTACLES REQUIRED WITHIN 24" EACH SIDE OF A BREAK IN THE CONTINUOUS COUNTERTOP SURFACE (SINKS-STOVES). C. REQ'D RECEPTACLES MOUNTED ON THE SIDES OF CABINETS SHALL BE A MAXIMUM OF 12" BELOW THE COUNTERTOP SURFACE WITH A MAXIMUM OF 6" COUNTERTOP OVERHANG. D. PROVIDE AT LEAST TWO (2) 20 AMP CIRCUITS FOR COUNTER RECEPTACLES. E. USE SEPARATE SWITCHING FOR ANY UNDER CABINET LIGHTING (INCLUDING KITCHEN LIGHTING) FROM OTHER LIGHTING SYSTEMS BATHROOM ELECTRICAL: A. PROVIDE 20AMP DEDICATED BRANCH CIRCUIT TO SUPPLY THE BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC. (EXCEPTION-WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED TO BE SUPPLIED). BATHRM/LAUNDRY VENTILATION NOTES A. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED w/ ENERGY STAR COMPLIANT FANS AND DUCTED TO TERMINATE OUTSIDE THE BLDG (AT LEAST 3' AWAY FROM ANY OPENING). UNLESS FUNCTIONING AS WHOLE HOUSE FAN, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL (ADJUSTABLE RANGE 50% MIN, - 80% MAX.) B. EXHAUST FANS SHALL HAVE A MIN. OF 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION AND BE ENERGY STAR COMPLIANT AND BE EQUIPPED WITH A HUMIDISTAT AND HUMIDITY CONTROL C. PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF 5 AIR CHANGES/HR AND DISCHARGE TO EXTERIOR. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET FROM PROPERTY LINES OR ANY OPENINGS INTO THE BUILDING (i.e., DRYERS, BATH AND UTILITY FANS, ETC., MUST BE 3 FEET AWAY FROM DOORS WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS). BACK DRAFT DAMPER SHALL BE PROVIDED USE SMOOTH METAL D. EXHAUST FANS (EXCLUDES KITCHEN EXHAUST HOOD) SHALL BE SWITCHED SEPARATE FROM LIGHTING (OR UTILIZE A DEVICE WHERE LIGHTING CAN BE TURNED OFF WHILE FAN IS RUNNING) E. DUCT FOR DRYER EXHAUST USE A MAX DUCT LENGTH OF 14' TO OUTSIDE w/ BACKDRAFT DAMPER AND TWO 90 DEGREE ELBOWS AND A MIN. OF 4" DIA. BEDROOM ELECTRICAL: A. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT SINGLE PHASE, (N)15 AND 20 AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER(S) B. LIGHTING IN BEDROOMS, STUDY AND EXERCISE ROOMS SHALL BE HIGH EFFICACY OR CONTROLLED BY MANUEL ON MOTION SENSOR OR A DIMMER. C. NO POINT ALONG WALL MORE THAN 6'-0" TO OUTLET IN HABITABLE ROOMS LAUNDRY ELECTRICAL: A. PROVIDE 20AMP DEDICATED BRANCH CIRCUIT TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET. B. MINIMUM 30 AMP DEDICATED CIRCUIT FOR DRYER PER CEC 220.54. HIGH EFFICACY LIGHTING: A. KITCHEN LIGHTING: A MINIMUM OF 50% OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING SHALL BE HIGH EFFICACY B. BATHROOM LIGHTING: ALL SHALL BE HIGH EFFICACY LIGHTS, ONE SHALL BE CONTROLLED BY OCCUPANCY SENSOR AND ALL OTHER LIGHTING SHALL BE CONTROLLED BY VACANCY SENSORS OR DIMMERS C. GARAGE, LAUNDRY, AND UTILITY ROOMS: LIGHTING INSTALLED IN GARAGES, LAUNDRY, AND UTILITY ROOMS SHALL BE HIGH EFFICACY AND CONTROLLED BY VACANCY SENSORS. D. ALL OTHER ROOMS: LIGHTING INSTALLED IN ALL OTHER ROOMS SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY EITHER DIMMERS OR VACANCY SENSORS. E. HIGH EFFICACY LIGHTING IS NOT REQUIRED IN HALLWAYS OR SMALL CLOSETS OF LESS THAN 70 SF. F. HIGH EFFICACY LIGHTING IS NOT REQUIRED IN ACCESSORY BUILDINGS OF LESS THAN 1000 SF. G. RESIDENTIAL OUTDOOR LIGHTING: OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING SHALL BE HIGH EFFICACY AND BE CONTROLLED BY MANUAL SWITCH THAT DOES NOT OVERRIDE TO ON, AND BY A MOTION SENSOR WITHOUT AN OVERRIDE, AND A PHOTOCONTROL WITHOUT AN OVERRIDE. GARAGE ELECTRICAL: A. PER CEC 210-52(g). PROVIDE AT LEAST ONE GARAGE OUTLET. PER CEC 210-8 GFCI OUTLET IS REQUIRED AT GARAGE B. LIGHT FIXTURES IN GARAGES SHALL BE HIGH EFFICACY AND CONTROLLED BY VACANCY SENSORS EXTERIOR RECEPTICAL: A. PROVIDE EXT. GFCI WATERPROOF RECEPTICLES AT THE FRONT & REAR OF RESIDENCE WITHIN 6'6" OF GRADE. 2016 CALIFORNIA ENERGY CODE NOTES: LOW RISE MANDATORY MEASURES: *LUMINAIRE EFFICACY: ALL INSTALLED LUMINARIES SHALL BE HIGH EFFICACY IN ACCORDANCE WITH TABLE 150.0-A *ALL RECESSED DOWNLIGHT LUMINARIES IN CEILINGS. LUMINARIES RECESSED INTO CEILINGS SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: **BE LISTED, AS DEFINED IN SECTION 100.1, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LAB; AND **HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SHALL NOT BE REQUIRED TO BE CERTIFIED AIRTIGHT; AND **BE SEALED WITH A GASKET OR CAULK BETWEEN LUMINAIRE HOUSING AND CEILING AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK; AND **FOR LUMINARIES WITH HARDWIRED BALLASTS OR DRIVERS, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BLDG. OCCUPANTS FROM BELOW CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING; AND **SHALL NOT CONTAIN SCREW BASE SOCKETS; AND **SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX JA8, INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED "JA8-2016-E" AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8 9/12/18 FROM KRACH DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.Scale: 1/4"=1'-0" EXISTING ELEVATIONS Scale: 1/4"=1'-0" (E) GARAGE FLR PLAN Scale: 1/4"=1'-0" EXISTING ELEVATIONS FRONT REAR LEFT RIGHT (E) SIDING SECTION Scale: 6"=1'-0" 30' MAX HT 30' MAX HT (E) ELEVATIONSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:HPC SET 5/24/2021 A3.1DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-4784555/24/2021 R806.2 Minimum vent area The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met: 1. In Climate Zones 14 and 16, a Class I or II vapor retarder is installed on the warm-in-winter side of the ceiling. 2. Not less than 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located not more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by eave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted. ATTIC VENTILATION NOTE: 687 SF / 300 = 2.29 SF = 330 SQ IN AT BOTTOM: 330 SQ IN / 2 = 165 SQ IN REQ'D 5.5 x 14 EAVE VENT = 42 SQ IN. 165 SQ IN REQ'D / 42 SQ IN/VENT = 3.929 VENTS USE 4 EA 4 x 14 EAVE VENTS (3 EXISTING) SEE SPEC SHT ON A8.2 PLAN SYMBOL= AT TOP: 330 SQ IN / 2 = 165 SQ IN REQ'D EYEBROW VENT = 72 SQ IN 165 SQ IN REQ'D / 72 SQ IN/VENT = 2.29 ea USE 3 ea ATTIC VENTS SEE SPEC SHT A8.2 NOTE: ALL AREAS 'NET FREE FLOW AREA' roof plan 2nd FLR ATTIC AREA 2619 sf 2nd flr living area 190 plus open flr area 2709 total 2nd flr attic 746 vaulted ceilings w/o attic 2663 sf net 2nd flr attic ATTIC VENT AREA REQUIRED 2663 sf / 300 = 8.88 sf = 1278 sq in vent required ATTIC VENT AREA REQUIRED AT EAVE 1/2 of 1278 sq in req'd at eave = 639 sq in 167 LF of eave w/ 2ea 2" dia holes/ lf = 334 holes 334 holes x 1^2 x 3.14 = 1049 sq in 1049 sq in > 639 req'd OK ATTIC VENT AREA REQUIRED AT TOP 1/2 of 1278 sq in req'd at TOP = 639 sq in use 4 ea eyebrow vents @ 170 sq in vent area ea 4ea x 170 sq in ea = 680 sq in > 639 req'd OK all areas "free flow area"DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.Scale: 1/4"=1'-0" EXISTING ELEVATIONS FRONT REAR LEFT RIGHT (E) SIDING IS ALTERNATING 7" & 2" COURSES OF PAINTED WOOD SHINGLES SEE SHT P1 FOR PICTURE OF FRONT DR TO BE REUSED 30' MAX HT 30' MAX HT PROP'D ELEVATIONSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:HPC SET 5/24/2021 A3.2DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-4784555/24/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.Scale: 1/4"=1'-0" PROPOSED ELEVATIONS FRONT REAR LEFT RIGHT (N) EXTERIOR SIDING TO MATCH (E) ALTERNATING 7" & 2" COURSES OF PAINTED WOOD SHINGLES ALL (N) EXTERIOR FINISHES TO MATCH EXISTING SEE SHT P1 FOR PICTURE OF FRONT DR TO BE REUSED 8' ADDITION 8' ADDITION NEW DECK ACROSS REAR OF HOUSE AND ADDITION8' 1st FLR ADDITION IN FOREGROUND NEW DECK ACROSS REAR OF HOUSE AND ADDITION MAKE ALL FRONT COLUMNS 9 1/4" SQNO CHANGES 16'9"29' (E) HOUSE AND GARAGEPICTURESSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:HPC SET 5/24/2021 P1DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-4784555/24/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.(E) RESIDENCE PICTURES FRONTREARRIGHT FRONTREARLEFT (E) GARAGE PICTURES This Page Intentionally Left Blank N DINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE.B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY.C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE.D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR.134.6444.01 42.34110PG&E CABLE TV SSCO W/M 25' FSB 8' SSB8' SSB20' RS B 9"dia T R E E TO R E M AI N 9"dia T R E E T O BE R E M O V E D 6" di a T R E E TO R E M AI N 4"dia T R E E S TO B E REM O V E D 70 CONCRETE WALK 227 SF FIRST FLR ADDITION (ANGLE DOUBLE HATCHED) 12 SF FIRST FLR ADDITION (ANGLE DOUBLE HATCHED) (E) 933 SF 2ND FLR (UNDERLYING SHADING) 7 SF FIRST FLR AREA REMOVED (CROSS ANGLE HATCHED)3' ACCSRY SSBIF 5' SEPARATION (E) 1300 SF 1ST FLR WIDE ANLGE HATCH (E) PORCH (E) POTTING SHED PROPOSED 344 SF DECK8' SSBPROP'D 72 SF PORCH EXTENSION (N) FPL 364 SF (E) GARAGE (SOLID LINE) 23'2" (N) PORCH SIDE SETBACK 75 SF ADDITION (N) CONVERT (E) 113 SF 2nd FLR BALCONY TO LIVING AREA (OPPOSITE ANGLE HATCH) 2ND FLR 9+18=27 SF w/ CLG > 5' NOT COUNTED AS FLR AREA (OPPOSITE ANGLE HATCH) 9 SF 18 SF 60 SF STAIR AREA DOES NOT COUNT AT 2nd FLR (OPPOSITE ANGLE HATCH) 6'5" SIDE SETBACK FOR ADD'N TO REAR OF GREAT RM6'6" SIDE SETBACK FOR (E) 2ND FLR BALCONY & (E) LIVING RM NOTE: *(E) 1st FLR SHOWN ANGLE HATCHED *1st FLR ADDITIONS SHOWN TIGHTER ANGLE HATCH *2nd FLR SHOWN SHADED *2nd FLR ADDITIONS SHOWN SHADED & OPPOSITE ANGLE HATCHED 266 SF FIRST FLR ADDITION (ANGLE DOUBLE HATCHED) 23'5" SIDE SETBACK AT ADDITION74'9" (N) REARSETBACK17'4" (E) FRONTSETBACK24'3" (E) FRONT SETBACK AT ADDITION8" SIDE SETBACK @ PRE 1940's LOT SPLIT (E) POTTING SHED 324 JOHNSO N A V E 4" di a T R E E T O BE R E M O V E D T1 TITLE SHEET A2.1 (E) FLOOR PLANS A2.2 PROPOSED FLOOR PLANS A2.5 ROOF PLAN, (E) GAR FLR PLAN & ELEVATIONS A3.1 (E) ELEVATIONS A3.2 PROP'D ELEVATIONS A3.4 SECTIONS P1 (E) HOUSE AND GARAGE PICTURES ST SCAPE STREET SCAPES SHDW1 SHADOW STUDY PG 1 OF 3 SHDW2 SHADOW STUDY PG 2 OF 3 SHDW3 SHADOW STUDY PG 3 OF 3 TITLE SHEETCITY OF SARATOGA: CONSTRUCTION WORK HOURS: MONDAY - FRIDAY 7:30AM - 6:00PM SATURDAYS 9:00AM - 5:00PM SUNDAYS AND WEEKDAY HOLIDAYS PROHIBITED SITE MANAGEMENT: A. SITE SHALL BE MAINTAINED CLEAN AT ALL TIMES AND CONSTRUCTION DEBRIS HAULED OFF ON A REGULAR BASIS. B. "BEST MANAGEMENT PRACTICE" SHALL BE IN PLACE AND MAINTAINED DURING THIS PROJECT FOR PROTECTION OF ANY POLLUTANTS ENTERING THE EXISTING STORMWATER SYSTEM. COVERSHEET NOTES FOR SARATOGA RESPONSES TO PLAN CHECK COMMENTS SHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:09/18/15PLANNING SET 12/2/2021 T1DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021 Historic Preservation (HPC) | The Los Gatos CA Official Site! SHEET INDEX PROJECT DIRECTORY SCOPE OF WORK: SCOPE OF WORK: 320 JOHNSON AVE NET ADDITION OF 346 SF TO FIRST FLOOR OF EXISTING 2233 SF 2 STORY RESIDENCE CONVERT (E) 2nd FLOOR BALCONY INTO LIVING SPACE RE-COMPARTMENTALIZE SOME OF FIRST AND SECOND FLOOR ADD 72 SF EXTENSION OF FRONT PORCH ADD 344 SF NEW REAR DECK MOVE FPL LOCATION TO LEFT SIDE TOWARD REAR N Scale: 1/8"=1'-0" SITE/ROOF PLAN PROJECT LOCATION ToDo:ToDo: 1. PLACE HOLDER, BECAUSE IT WON'T FORMAT WITHOUT IT.The drawings, plans, models, designs, specifications, reports, photographs, computer print-outs in association with the design development are intended for the use by the De Mattei Construction Inc. This work is intended solely for Owner. The contracted drawings are madeavailable for informational purposes only in relation to (Project). Drawings may not be copied, reproduced or distributed in anyway without written consent from De Mattei Construction Inc. De Mattei Construction Inc. cannot be held liable for any unauthorized use of the drawingsPROPERTY OWNER: Steven and Gina Sprich 320 Johnson Ave, LG, Ca 95030 stevesprich@gmail.com gina.sprich@gmail.com DESIGNER/CONTRACTOR: Steven W Plyler, (408) 390-5971 steve@demattei.com DE MATTEI CONSTRUCTION, INC. 1794 the Alameda San Jose, Calif 95126 (408) 295-7516 PROPERTY OWNER: John and Carol Traub (408) 230-9568, (408) 472-5648 1741 University Ave, SJ, Ca 95126 4x ENGINEERING, INC 4340 Stevenscreek Blvd Suite #240 San Jose, Calif 95129 (408) 642-5464 DESIGNER/CONTRACTOR: Steven W Plyler, (408) 390-5971 steve@demattei.com DE MATTEI CONSTRUCTION, INC. 1794 the Alameda San Jose, Calif 95126 (408) 295-7516DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.SPRICH RESIDENCE REMODEL ASSESSOR'S PARCEL MAP RENDERING w/ PROPOSED ADDITION S1.0 STRUCTURAL TITLE SHT S2.1 FDN FIRST LEVEL FLR FRMG PLAN S2.2 SECOND LEVEL FLR/FIST LEVEL CLG FMG PLAN S2.3 LOW ROOF FRMG PLAN S2.4 GARAGE PLANS S5.1 FOUNDATION DETAILS S5.2 FOUNDATION DETAILS S5.3 FOUNDATION DETAILS S5.4 SIMPSON WSW STRONG WALL DETAILS S7.1 STEEL DETAILS S8.1 FRAMING DETAILS S8.2 FRAMING DETAILS S8.3 FRAMING DETAILS S8.4 FRAMING DETAILS (REVISED FROM RECENT BUILDING SUBMITTAL) E ATTACHMENT 5 E / LE / LE / LE / LE / L10'-11 11/16"5'-8 1/2"26'-4 15/16"16'-0 13/16"6'-0 1/2"14'-0 1/2"40'-0 11/16"12'-4 3/16"17'-9 1/8"5'-8 1/2"6'-1"2'-8 7/8"46'-1 11/16"35'-9 13/16" 18'-4 1/2"18'-0 1/2"9'-11"3'-4"8'-5 1/2"21'-4 1/2"A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR. AT LEAST ONE FIXTURE IN EACH BATHRM, LAUNDRY, UTILITY RM AND GARAGE SHALL BE CONTROLLED BY A VACANCY SENSOR. CEC 150.0(k)2J LI VING ROOM DIN ING ROOM KITCHEN PORCH 15' FSB 8' SSB3' ACCSRY SSBIF 5' SEPARATION4" di a T R E E S TO B E REM O V E D BEDROOM BEDROOM BEDROOM BATH CLOSET 9"dia T R E E TO R E M AI N 9"dia T R E E TO R E M AI N 4" di a T R E E TO B E REM O V E D 6" di a T R E E TO R E M AI N (E) POTTING SHED UP DN(E) GAR AGE 8' SSB20'-5 3/4"34'-0 7/16"6'-8 11/16"6'-0 1/4"15'-4 1/8"8'-0 1/2"6'-0 1/4"22'-3 1/4"9'-7 9/16"11'-9 3/16"48 46 100 BEDROOM M. CLOSET M. BEDROOM BATH LAUNDRYCLOSETLINENBALCONY HALL DN OPEN AREA (E) SOLID RAIL (E) SOLID RAIL25' FSB8' SSBDINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR.(E) FLOOR PLANSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 A2.1DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021 X LINEAL FEET OF EAVE W/2X RAFTERS @ 16" O.C.: X'/16" = ±X AVAILABLE BLOCKS NEW UNDER FLOOR AREA TO BE VENTED = XXX SQ.FT. NEW ATTIC AREA TO BE VENTED = XXX SQ.FT. XXX/150(144) = XXX SQ.IN. NFVA REQUIRED EXISTING FLOOR AND DEMO PLANS XXX/150(144) = XXX SQ.IN. NFVA REQUIRED 1 FLOOR VENT UNIT: 13.5" X 7.5" = 101.25 SQ.IN NFVA 1 EAVE BLOCKING VENT UNIT: 14" x 5.5" = 77 SQ.IN NFVA X FLOOR VENTS PROVIDED, DISTRIBUTED EVENLY: (X) x XXX SQ.IN = XXX SQ.IN. NFVA XXX SQ.IN. NFVA PROVIDED > XXX SQ.IN. NFVA REQUIRED X EAVE VENTS PROVIDED, DISTRIBUTED EVENLY: (X) x X SQ.IN. = XXX SQ.IN. NFVA XXX SQ.IN. NFVA PROVIDED > XXX SQ.IN. NFVA REQUIRED LEGEND: EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED NEW INTERIOR CONSTRUCTION; 2x4 WD. STUD, 1/2" GYP. BD. EACH SIDE NEW EXTERIOR CONSTRUCTION; SEE 5/A3.2 NEW 1-HR FIRE RATED WALL; 2x4 WD. STUD, 5/8" TYPE "X" GYP. BD. EACH SIDE. SEE PLAN FOR LOCATIONS. LEGEND: EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED LEGEND: EXISTING CONSTRUCTION NEW CONSTRUCTION PLUMBING: A. ALL NEW TOILETS SHALL HAVE AN EFFECTIVE FLUSH VOLUME NOT TO EXCEED 1.28 GALLONS PER FLUSH. B. LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GPM AT 60 PSI (MIN. SHALL NOT BE LESS THAN 0.8 GPM AT 20 PSI). C. ALL NEW SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 PSI. D. ALL NEW KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. (TYP) STAIR NOTES STAIR GENERAL NOTE: -MAX RISE 7 3/4", MIN RUN 10", FOR TAPERED TREADS MIN. TREAD WIDTH REQUIRED 12" FROM NARROW END WHICH SHALL NOT BE LESS THAN 6" AT ANY POINT -MIN. HEADROOM IS 6'8" -MIN. CLEAR WIDTH IS 36" -HAND RAILS SHALL BE 34" TO 38" ABOVE TREADS AND RETURN TO WALLS PROTECT UNDERSTAIR WITH 1 HR CONSTRUCTION, 5/8" TYPE "X" SHEETROCK INSIDE WALLS AND CEILING HANDRAILS SHALL HAVE 1-1/4 - 2 INCH GRIPPABLE CROSS SECTION, NO SHARP CORNERS, EXTEND CONTINUOUSLY FROM TOP TO BOTTOM RISER, AND TERMINATE AT NEWEL POSTS OR RETURN TO WALLS. (TYP) HANDRAILS: "EXCEPTION #3 STAIRWAYS HAVING LESS THAN FOUR RISERS AND SERVING ON INDIVIDUAL DWELLING UNIT IN GROUP R, ......NEED NOT HAVE HANDRAILS" SPACE RAIL MEMBERS SUCH THAT A 4" dia SPHERE CANNOT PASS THROUGH GUARDRAILS, HEIGHT: "THE TOP OF GUARDRAILS SHALL NOT BE LESS THAN 42 INCHES IN HEIGHT. GUARDRAILS: " WHERE REQUIRED. ....LANDINGS,.. BALCONIES OR PORCHES,WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW,......SHALL BE PROTECTED BY A GUARD RAIL." LANDING: REQ'D 36" DEEP (IN THE DIRECTION OF TRAVEL) x WIDTH OF DOOR MAXIMUM DROP FROM TOP OF THRESHOLD IS 7.75" FOR IN SWINGING, 1/2" FOR OUT SWINGING DOORS, & 3/4" FOR SLIDING DOORS PER CBC 1008.1.5 - 1008.1.6 (TYP) ACCESS NOTES: A. EGRESS: (FOR NEW CONSTRUCTION AREAS) PER CBC 1026.1-1026.5. SLEEPING ROOMS MUST HAVE AN OPERABLE WINDOW OR EXTERIOR DOOR FOR EMERGENCY MEANS OF EGRESS WHICH OPENS DIRECTLY ONTO A PUBLIC STREET, ALLEY, YARD OR EXTERIOR COURT. PROVIDE SILL HEIGHT NOT OVER 44" ABOVE FLOOR, 5.7 SF OF OPERABLE AREA, 24" NET CLEAR OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH. B. ATTIC ACCESS: MIN 22" x 30" PER SECTION R807 CRC 2016 C. UNDERFLOOR ACCESS: 18" x 24" MIN. WATER HEATER TO BE INSTALLED ON 18" TALL STAND. USE 1 1/2" x 16ga STRAP w/ 3/8" dia X 3" LONG LAG AT POINTS WITH IN THE UPPER AND LOWER ONE THIRD OF ITS VERTICAL DIMENSION, THE LOWER ANCHOR STRAP LOCATED TO MAINTAIN A MINIMUM DISTANCE OF 4 INCHES ABOVE THE CONTROLS. MIN RECOVERY RATE OF WATER HEATER EQUIVALENT TO NOT LESS THAN THE FIRST HOUR RATING OF 67 GALLONS (TYP) GARAGE NOTES: A. PER TABLE 3-B UBC 302.4-GARAGE REQUIRES 1 HOUR OCCUPANCY SEPARATION CONSTRUCTION ON GARAGE SIDE ONLY WHERE GARAGE ADJOINS THE REST OF THE BUILDING. 5/8" TYPE X SHEETROCK ALL WALLS AND SURFACES BETWEEN GARAGE AND HOUSE (TYP)B. PER UBC 302.4, USE A 1 3/4" SOLID WOOD SELF-CLOSING DR w/ A FIRE RATING OF NOT LESS THAN 20 MIN. C. PER CBC 302.2 AND 302.4.3, FOR HABITABLE SPACES ABOVE GARAGE USE, 5/8" TYPE "X" GYP BD SHALL BE APPLIED TO GARAGE CEILING AND SUPPORTING MEMBERS (eg BEAMS COLUMNS AND BEARING WALLS). D. PER CBC 302.2 AND 302.4.3, FOR HABITABLE SPACES ABOVE GARAGE SPACING OF RAFTERS/CEILING JOISTS SHALL BE A MAXIMUM OF 16" o.c. (PER CBC TABLE 7-C) OR USE 2 LAYERS 5/8" TYPE "X" GYP BD APPLIED TO FRAMING @24" o.c. (TYP) WATER HEATER NOTES: PROVIDE 1 SF/2 KBTU COMBUSTION AIR AT BOTH WITHIN 12" OF FLOOR AND 12" OF CEILING BATHROOM: A. WATER CLOSETS SHALL BE LOCATED IN SPACES NOT LESS THAN 30" IN WIDTH AND 24" IN FRONT. B. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER. CRC 702.5.7.1 C. BACKER FOR SHOWER AND TUB SHOWER WALLS TO BE FIBER-CEMENT, FIBER REINFORCED CEMENTITIOUS BACKER UNITS, GLASS MAT GYPSUM BACKERS OR FIBER-REINFORCED GYPSUM BACKERS TO A MIN. HEIGHT OF 72" ABOVE THE FLOOR. D. USE 2X8 WOODEN BACKING IN ALL BATHROOM WALLS AT WATER CLOSET SHOWER AND BATHTUB, LOCATED AT 34" FROM FLOOR TO CENTER OF THE BACKING SUITABLE FOR THE ADDITION OF GRAB BARS. E. DOORS AND PANELS OF TUB AND SHOWER ENCLOSURES SHALL BE FULLY TEMPERED LAMINATED SAFETY GLASS OR APPROVED PLASTIC. F. SHOWER COMPARTMENTS SHALL HAVE MIN INTERIOR FLOOR AREA OF 1024 SQ IN AND ABLE TO CONTAIN A 30" DIA. CIRCLE. G. SHOWER AND TUB SHOWER COMBINATION IN ALL BUILDING SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. (TYP) WINDOW & DOOR NOTES:A. NEW WINDOWS SHALL HAVE A MAXIMUM U FACTOR OF 0.27 & SHADING COEFFICIENT SGHC OF 0.20 B. NEW DOORS SHALL HAVE A MAXIMUM U FACTOR OF 0.27 & SHADING COEFFICIENT SGHC OF 0.20 C. PROVIDE WEATHERSTRIPPING BETWEEN UNHEATED STORAGE OR ATTIC SAME AS EXTERIOR DOORS (TYP) D. FOR LIGHT REQUIREMENT PROVIDE A WINDOW AREA OF NOT LESS THAT 10% OF FLOOR AREA NOR LESS THAT 10 SF, FOR VENTILATION PROVIDE AN OPERABLE WINDOW AREA OF NOT LESS THAN 5% OF FLOOR AREA NOR LESS THAN 5 SF. E. WINDOW IN SHOWER LESS THAN 70" ABOVE THE DRAIN OUTLET TO BE TYPE NOT ADVERSELY AFFECTED BY MOISTURE (TYP) RECYCLE NOTES: MINIMUM OF 65% OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS WILL BE RECYCLED AND/OR SALVAGED FOR REUSE IN ACCORDANCE WITH SECTIONS 4,408.2, 4.408.3, OR 4.408.4. CGBSC SECTION 4.408.L (TYP) HVAC NOTES: A. PROVIDE 1 SF/2 KBTU COMBUSTION AIR AT BOTH WITHIN 12" OF FLOOR AND 12" OF CEILING B. PROVIDE 30"x30" MIN ACCESS TO FURNACE IN ATTIC w/30" x 30" MIN LEVEL SERVICE AREA IN FRONT OF FURNACE . FURNACE SHALL NOT BE LOCATED GREATER THAN 20' FROM ACCESS OPENING. PROVIDE SWITCHED LIGHT AND RECEPTACLE AT ATTIC SPACE ENTRANCE. PROVIDE 24" WIDE PLATFORM PATH TO FAU C. PROVIDE 30"x30" MIN ACCESS TO FURNACE IN CRAWL SPACE w/30" x 30" MIN LEVEL SERVICE AREA IN FRONT OF FURNACE IN CRAWL SPACE. FURNACE SHALL NOT BE LOCATED GREATER THAN 20' FROM ACCESS OPENING. PROVIDE SWITCHED LIGHT AND RECEPTICLE AT CRAWL SPACE ENTRANCE D. ATTIC ACCESS THROUGH BEDROOM OR BATHROOM TO HVAC NOT ALLOWED E. CENTRAL HEATING BOILERS AND FURNACES. LOCATION: CENTRAL HEATING FURNACE AND LOW PRESSURE BOILER INSTALLATIONS IN BEDROOMS OR BATHROOMS SHALL COMPLY WITH ONE OF THE FOLLOWING [NFPA 54:9.3.1] (1) CENTRAL HEATING FURNACES AND LOW-PRESSURE BOILERS MAY BE INSTALLED IN A CLOSET LOCATED IN THE BEDROOM OR BATHROOM, PROVIDED THE CLOSET IS EQUIPPED WITH A LISTED, GASKETED DOOR ASSEMBLY AND A LISTED SELF- CLOSING DEVICE. THE SELF-CLOSING DOOR ASSEMBLY SHALL BE THE REQUIREMENTS OF CODE. ALL COMBUSTION AIR FOR SUCH INSTALLATIONS SHALL BE OBTAINED FROM THE OUTDOORS. THE CLOSET SHALL BE FOR THE EXCLUSIVE USE OF THE CENTRAL HEATING FURNACE OR LOW-PRESSURE BOILER. (2) CENTRAL HEATING FURNACES AND LOW-PRESSURE BOILERS SHALL BE OF THE DIRECT-VENT TYPE. SELF-CLOSING DOORS. SELF-CLOSING DOORS SHALL SWING EASILY AND FREELY AND SHALL BE EQUIPPED WITH A SELF-CLOSING DEVICE TO CAUSE THE DOOR TO CLOSE AND LATCH EACH TIME IS OPENED. THE CLOSING MECHANISM SHALL NOT HAVE A HOLD-OPEN FEATURE. GASKETING: GASKETING ON GASKET DOORS OR FRAMES SHALL BE FURNISHED ONLY IN ACCORDANCE WITH THE PUBLISHED LISTING OF THE DOOR, FRAME, OR GASKETING MATERIAL MANUFACTURER. EXCEPTION: WHERE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, GASKETING OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIAL (SEE NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION) SHALL BE PERMITTED TO BE APPLIED TO THE FRAME, PROVIDED CLOSING AND LATCHING OF THE DOOR ARE NOT INHIBITED. DISHWASHER NOTE: NO DOMESTIC DISHWASHING MACHINE SHALL  BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD WASTE DISPOSER WITHOUT  THE USE OF  AN APPROVED DISHWASHER AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. LISTED AIRGAPS SHALL BE INSTALLED WITH THE FLOOD- LEVEL (FL) MARKING AT OR ABOVE THE FLOOD LEVEL OF THE SINK OR DRAIN BOARD, WHICHEVER IS HIGHER.  CPC SEC. 807.3 INSULATION NOTE: NOTE ON THE PLANS THAT FOR ALL REMODELS, INSULATION MEETING THE MANDATORY FEATURE REQUIREMENTS IN THE CAL IFORNIA ENERGY CODE SHALL BE INSTALLED AT CEILINGS, WALLS, FLOORS AND WATER PIPES, WHEN THESE AREAS ARE EXPOSED DURING REMODELING.  SCC CODE  12.10.250 BATHRM/LAUNDRY VENTILATION NOTES A. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED w/ ENERGY STAR COMPLIANT FANS AND DUCTED TO TERMINATE OUTSIDE THE BLDG (AT LEAST 3' AWAY FROM ANY OPENING). UNLESS FUNCTIONING AS WHOLE HOUSE FAN, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL (ADJUSTABLE RANGE 50% MIN, - 80% MAX.) B. EXHAUST FANS SHALL HAVE A MIN. OF 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION AND BE ENERGY STAR COMPLIANT AND BE EQUIPPED WITH A HUMIDISTAT AND HUMIDITY CONTROL C. PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF 5 AIR CHANGES/HR AND DISCHARGE TO EXTERIOR. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET FROM PROPERTY LINES OR ANY OPENINGS INTO THE BUILDING (i.e., DRYERS, BATH AND UTILITY FANS, ETC., MUST BE 3 FEET AWAY FROM DOORS WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS). BACK DRAFT DAMPER SHALL BE PROVIDED USE SMOOTH METAL D. EXHAUST FANS (EXCLUDES KITCHEN EXHAUST HOOD) SHALL BE SWITCHED SEPARATE FROM LIGHTING (OR UTILIZE A DEVICE WHERE LIGHTING CAN BE TURNED OFF WHILE FAN IS RUNNING) E. DUCT FOR DRYER EXHAUST USE A MAX DUCT LENGTH OF 14' TO OUTSIDE w/ BACKDRAFT DAMPER AND TWO 90 DEGREE ELBOWS AND A MIN. OF 4" DIA. R311.7.6 Landings for stairways. There shall be a floor or landing at the top and bottom of each stairway. The minimum width perpendicular to the direction of travel shall be no less than the width of the flight served… Exception: A floor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing over the stairs.DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.FIRST FLOOR PLANSECOND FLOOR PLAN Scale: 1/4"=1'-0" TO BE REPLACED, CURRENTLY IN PLANNING FOR 3' SIDE SETBACK MINOR EXCEPTION Vertical Cylinder (small)UP UP E / LE / LE / LE / LE / LDINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat 5'-6" 9'-0" 5'-6 1/8"8'-7"9'-9 1/8"1'-0"1'-5"6'-0 1/4"46'-1 11/16"4'-0"4'-0"7'-9"4'-10 1/2"3'-11 7/16"4'-8 13/16"4'-0"8'-8 1/2"18'-4 1/2"18'-0 1/2"9'-11"3'-4"8'-5 1/2"21'-4 1/2"11'-9 13/16"9'-2 1/8"9'-11 5/16" 3'-9 7/8" 4'-10 11/16" 9'-11 3/8" 5'-3" 4'-11 3/8"5'-10 5/8"3'-2 11/16"3'-2 11/16"3'-6"1'-6"1'-6"1'-6" 7'-4 7/8"23'-5 1/2"40'-2 13/16" 1'-0" A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR. BEDROOM FAM ILY ROOM PORCH 25' FSB 8' SSBK ITCHEN PANTRY GUE ST SUITE POWDER 5'+ PROPOSED 332sf DECK (E) POTTING SHED 320 JOHNSON AVE COVER (E) 4x4 POSTS w/ 7 1/4" SQ COLUMN COVER (N) 4x4 POST w/ 7 1/4" SQ COLUMN COVER RELOCATE A (N) FRONT DR (N) METAL RAIL (N) TREX DECK 30" MIN. CLR. TTL15" MIN.15" MIN.42" REF 48" STOVE FOYER 3'6"DIN ING P ARLOR (N) WALL LOCATION (N) WALL LOCATION (E) GAR AGE 8' SSBUP 310 JOHNSON AVE (N) WALL KEY (E) WALL VITREOUS CHINALAVATORYESCALEK-19029-1BRASSF AUCETSPURISTK-14407-3VITREOUS CHINAL AVATORYESCALEK-19029-1BRASSF AUCETSPURISTK-14407-3 MASTER BED GUEST BATH GUEST BEDROOM MASTER CLOSET 82.5" X 109" 72" DRESSER Bench60"x15"King MattressVITREOUS CHINALAVATORYESCALEK-19029-1BRASSF AUCETSPURISTK-14407-3VITREOUS CHINAL AVATORYESCALEK-19029-1BRASSF AUCETSPURISTK-14407-3VITREOUS CHINAL AVATORYESCALEK-19029-1BRASSF AUCETSPURISTK-14407-3VITREOUS CHINAL AVATORYESCALEK-19029-1BRASSF AUCETSPURISTK-14407-3 WORK OUT ROOM 109" X 120" 42" linen closet LAUNDRY ROOM TREADMILL PELATON access door to storage brhind laundry here aces door to be moved up access door to attic here 4'-8 1/4"13'-4 5/8"BEDROOM M. BATH M. BEDROOM BATH W/C GYM CLOSET M. CLOSET LAUNDRY HALL NEW 2ND FLR FURNACE AND A/C 42" LINENELNCLOSE (E) BALCONY 25' FSB8' SSB110DN PROPOSED FLOORPLANSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 A2.2DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.PROP'D SECOND FLOOR PLAN PROP'D FIRST FLOOR PLAN PROPOSED FLOOR PLANS Scale: 1/4"=1'-0" 9"DINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR. 18'-4 1/2"18'-0 1/2"9'-11"3'-4"8'-5 1/2"21'-4 1/2"A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR. AT LEAST ONE FIXTURE IN EACH BATHRM, LAUNDRY, UTILITY RM AND GARAGE SHALL BE CONTROLLED BY A VACANCY SENSOR. CEC 150.0(k)2J GARAGE DINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat 6:12 6:12 6:12 8:12 8:12 3 1/2:123 1/2:123 1/2:121:12 (N) 2ND ROOF AREA (OPPOSITE ANGLE HATCH) (N) 1ST ROOF AREA (HATCHED)ROOF PLAN, (E) GAR FLRPLAN & ELEVATIONSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 A2.5DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021 GREEN BUILDING: FINISHES: A. USE LOW-VOC INTERIOR WALL/CEILING PAINTS (<50 GRAMS PER LETTER (GPL) VOCS REGARDLESS OF SHEEN) CGBSC 4.504.2.2 B. USE LOW-VOC COATINGS THAT MEET SCAQMD RULE 1113 (CGBSC 4.504.2.3) PLUMBING: ALL EXISTING NON-COMPLIANT PLUMBING FIXTURES SHALL BE UPGRADED: A. WATER CLOSETS WITH A FLOW RATE IN EXCESS OF 1.6 GPF WILL NEED TO BE REPLACED WITH WATER CLOSETS WITH A MAXIMUM FLOW RATE OF 1.28 GPF. B. SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 GPM WILL NEED TO BE REPLACED WITH A MAXIMUM 2.0 GPM SHOWER HEAD. C. LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 GPM WILL NEED TO BE REPLACED WITH A FAUCET WITH MAXIMUM FLOW RATE OF 1.5 GPM (OR 1.8 GPM FOR KITCHEN FAUCETS). SMOKE DETECTORS: A. SMOKE DETECTOR SYSTEM SHALL BE HARD WIRED AND RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING, BE INTERCONNECTED TO SOUND SIMULTANEOUSLY AND EQUIPPED WITH BATTERY BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR CURRENT PROTECTION. THE SMOKE ALARM SHALL EMIT A SIGNAL WHEN BATTERIES ARE LOW. B. INSTALL DETECTORS IN EACH BEDROOM, AT EACH CORRIDOR/AREA NEXT TO THE BEDROOM, AT THE TOP OF STAIRS AND EACH STORY AND BASEMENT. C. MULTIPLE SMOKE DETECTORS ARE REQUIRED WHEN CEILING LEVELS/ ELEVATIONS CHANGE OR ARE INTERRUPTED BY ARCHITECTURAL ELEMENTS (CASED OPENINGS, ARCHWAYS, SKYLIGHT WELLS, ETC.) . D. SMOKE DETECTORS SHALL BE LISTED AND COMPLY WITH UL 217 AND BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND MANUFACTURERS INSTRUCTIONS. CARBON MONOXIDE ALARMS: CARBON MONOXIDE ALARMS REQUIRED BY SECTION 420.6.2 SHALL BE INSTALLED AND MAINTAINED IN THE FOLLOWING LOCATIONS: A. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM (S). B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. C. IN GROUP R-1 OCCUPANCIES; ON THE CEILING OF EVERY SLEEPING UNIT OR OTHER LOCATIONS WITHIN THE SLEEPING UNIT IN COMPLIANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. D. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH BATTERY BACK-UP. ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION. E. WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. F. CARBON MONOXIDE ALARMS SHALL BE LISTED AND COMPLY WITH UL 2034 AND BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND MANUFACTURERS INSTRUCTIONS. ATTIC AND UNDERFLR INSTALLED FAU: A. UNIT SHALL BE ACCESSIBLE THROUGH AN OPENING AND PASSAGEWAY NOT LESS THAN THE LARGEST COMPONENT OF THE UNIT AND NOT LESS THAN 22"x30" B. THE DISTANCE FROM THE PASSAGEWAY ACCESS TO THE UNIT SHALL NOT EXCEED 20' C. THE WIDTH OF THE PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE SOLID FLOORING NOT LESS THAN 24" WIDE FROM THE ENTRANCE OPENING TO THE UNIT. D. A LEVEL WORKING PLATFORM NOT LESS THAN 30" BY 30" SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE UNIT. E. A PERMANENT 120V RECEPTACLE OUTLET AND A LIGHTING FIXTURE SHALL BE INSTALLED NEAR THE UNIT. THE SWITCH CONTROLLING THE LIGHTING FIXTURE SHALL BE LOCATED AT THE ENTRANCE TO THE PASSAGEWAY. F. PROVIDE 30"x30" MIN ACCESS TO FURNACE IN CRAWL SPACE w/30" x 30" MIN LEVEL SERVICE AREA IN FRONT OF FURNACE IN CRAWL SPACE. FURNACE SHALL NOT BE LOCATED GREATER THAN 20' FROM ACCESS OPENING. PROVIDE SWITCHED LIGHT AND RECEPTICLE AT CRAWL SPACE ENTRANCE G. ATTIC ACCESS THROUGH BEDROOM OR BATHROOM TO HVAC NOT ALLOWED GENERAL ELECTRICAL NOTES: A. RECESS LIGHTS INSTALLED IN INSULATED AREAS SHALL BE IC RATED B. ALL ELECTRICAL EQUIPMENT SHALL BE UL LISTED AND INSTALLED PER LISTING C. ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLES, CONDUITS, ETC. WILL NEED TO BE FILLED TO PREVENT RODENT INTRUSION (4.406.1) D. ALL125 -VOLT, 15 AND 20 AMPERE OUTLETS SHALL BE TAMPER RESISTANT (CEC 406.11) STAIRWAY ILLUMINATION NOTES: A. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. B. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT- CANDLE (11 LUX) MEASURED AT THE CENTER OF TREADS AND LANDINGS. C. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. EXTERIOR LIGHTING: ALL OUTDOOR LIGHTING ATTACHED TO THE BUILDING SHALL BE HIGH EFFICACY OR CONTROLLED BY BOTH A MOTION SENSOR AND PHOTO CONTROL PRIOR TO FINAL INSPECTION: COMPLETED CF2R-LTG-OL-E FORM MUST BE PROVIDED TO THE TOWN BUILDING INSPECTOR, PRIOR TO FINAL INSPECTION KITCHEN ELECTRICAL: A. PROVIDE GFCI PROTECTION AT ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS . B. AT EACH KITCHEN AND DINING AREA COUNTER SPACE WIDER THAN 12", LOCATE A RECEPTACLE SO THAT NO POINT ALONG THE COUNTER WALL IS OVER 24" FROM A RECEPTACLE. COUNTERTOP RECEPTACLES REQUIRED WITHIN 24" EACH SIDE OF A BREAK IN THE CONTINUOUS COUNTERTOP SURFACE (SINKS-STOVES). C. REQ'D RECEPTACLES MOUNTED ON THE SIDES OF CABINETS SHALL BE A MAXIMUM OF 12" BELOW THE COUNTERTOP SURFACE WITH A MAXIMUM OF 6" COUNTERTOP OVERHANG. D. PROVIDE AT LEAST TWO (2) 20 AMP CIRCUITS FOR COUNTER RECEPTACLES. E. USE SEPARATE SWITCHING FOR ANY UNDER CABINET LIGHTING (INCLUDING KITCHEN LIGHTING) FROM OTHER LIGHTING SYSTEMS BATHROOM ELECTRICAL: A. PROVIDE 20AMP DEDICATED BRANCH CIRCUIT TO SUPPLY THE BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC. (EXCEPTION-WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED TO BE SUPPLIED). BATHRM/LAUNDRY VENTILATION NOTES A. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED w/ ENERGY STAR COMPLIANT FANS AND DUCTED TO TERMINATE OUTSIDE THE BLDG (AT LEAST 3' AWAY FROM ANY OPENING). UNLESS FUNCTIONING AS WHOLE HOUSE FAN, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL (ADJUSTABLE RANGE 50% MIN, - 80% MAX.) B. EXHAUST FANS SHALL HAVE A MIN. OF 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION AND BE ENERGY STAR COMPLIANT AND BE EQUIPPED WITH A HUMIDISTAT AND HUMIDITY CONTROL C. PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF 5 AIR CHANGES/HR AND DISCHARGE TO EXTERIOR. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET FROM PROPERTY LINES OR ANY OPENINGS INTO THE BUILDING (i.e., DRYERS, BATH AND UTILITY FANS, ETC., MUST BE 3 FEET AWAY FROM DOORS WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS). BACK DRAFT DAMPER SHALL BE PROVIDED USE SMOOTH METAL D. EXHAUST FANS (EXCLUDES KITCHEN EXHAUST HOOD) SHALL BE SWITCHED SEPARATE FROM LIGHTING (OR UTILIZE A DEVICE WHERE LIGHTING CAN BE TURNED OFF WHILE FAN IS RUNNING) E. DUCT FOR DRYER EXHAUST USE A MAX DUCT LENGTH OF 14' TO OUTSIDE w/ BACKDRAFT DAMPER AND TWO 90 DEGREE ELBOWS AND A MIN. OF 4" DIA. BEDROOM ELECTRICAL: A. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT SINGLE PHASE, (N)15 AND 20 AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER(S) B. LIGHTING IN BEDROOMS, STUDY AND EXERCISE ROOMS SHALL BE HIGH EFFICACY OR CONTROLLED BY MANUEL ON MOTION SENSOR OR A DIMMER. C. NO POINT ALONG WALL MORE THAN 6'-0" TO OUTLET IN HABITABLE ROOMS LAUNDRY ELECTRICAL: A. PROVIDE 20AMP DEDICATED BRANCH CIRCUIT TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET. B. MINIMUM 30 AMP DEDICATED CIRCUIT FOR DRYER PER CEC 220.54. HIGH EFFICACY LIGHTING: A. KITCHEN LIGHTING: A MINIMUM OF 50% OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING SHALL BE HIGH EFFICACY B. BATHROOM LIGHTING: ALL SHALL BE HIGH EFFICACY LIGHTS, ONE SHALL BE CONTROLLED BY OCCUPANCY SENSOR AND ALL OTHER LIGHTING SHALL BE CONTROLLED BY VACANCY SENSORS OR DIMMERS C. GARAGE, LAUNDRY, AND UTILITY ROOMS: LIGHTING INSTALLED IN GARAGES, LAUNDRY, AND UTILITY ROOMS SHALL BE HIGH EFFICACY AND CONTROLLED BY VACANCY SENSORS. D. ALL OTHER ROOMS: LIGHTING INSTALLED IN ALL OTHER ROOMS SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY EITHER DIMMERS OR VACANCY SENSORS. E. HIGH EFFICACY LIGHTING IS NOT REQUIRED IN HALLWAYS OR SMALL CLOSETS OF LESS THAN 70 SF. F. HIGH EFFICACY LIGHTING IS NOT REQUIRED IN ACCESSORY BUILDINGS OF LESS THAN 1000 SF. G. RESIDENTIAL OUTDOOR LIGHTING: OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING SHALL BE HIGH EFFICACY AND BE CONTROLLED BY MANUAL SWITCH THAT DOES NOT OVERRIDE TO ON, AND BY A MOTION SENSOR WITHOUT AN OVERRIDE, AND A PHOTOCONTROL WITHOUT AN OVERRIDE. GARAGE ELECTRICAL: A. PER CEC 210-52(g). PROVIDE AT LEAST ONE GARAGE OUTLET. PER CEC 210-8 GFCI OUTLET IS REQUIRED AT GARAGE B. LIGHT FIXTURES IN GARAGES SHALL BE HIGH EFFICACY AND CONTROLLED BY VACANCY SENSORS EXTERIOR RECEPTICAL: A. PROVIDE EXT. GFCI WATERPROOF RECEPTICLES AT THE FRONT & REAR OF RESIDENCE WITHIN 6'6" OF GRADE. 2016 CALIFORNIA ENERGY CODE NOTES: LOW RISE MANDATORY MEASURES: *LUMINAIRE EFFICACY: ALL INSTALLED LUMINARIES SHALL BE HIGH EFFICACY IN ACCORDANCE WITH TABLE 150.0-A *ALL RECESSED DOWNLIGHT LUMINARIES IN CEILINGS. LUMINARIES RECESSED INTO CEILINGS SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: **BE LISTED, AS DEFINED IN SECTION 100.1, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LAB; AND **HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SHALL NOT BE REQUIRED TO BE CERTIFIED AIRTIGHT; AND **BE SEALED WITH A GASKET OR CAULK BETWEEN LUMINAIRE HOUSING AND CEILING AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK; AND **FOR LUMINARIES WITH HARDWIRED BALLASTS OR DRIVERS, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BLDG. OCCUPANTS FROM BELOW CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING; AND **SHALL NOT CONTAIN SCREW BASE SOCKETS; AND **SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX JA8, INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED "JA8-2016-E" AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8 9/12/18 FROM KRACH DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.Scale: 1/4"=1'-0" EXISTING ELEVATIONS Scale: 1/4"=1'-0" (E) GARAGE FLR PLAN Scale: 1/4"=1'-0" EXISTING ELEVATIONS FRONT REAR LEFT RIGHT (E) SIDING SECTION Scale: 6"=1'-0" Scale: 1/4"=1'-0" ROOF PLAN (N) ROOF PLANS (ANGLE HATCHED FILL) 30' MAX HT 30' MAX HT (E) ELEVATIONSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 A3.1DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021 R806.2 Minimum vent area The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met: 1. In Climate Zones 14 and 16, a Class I or II vapor retarder is installed on the warm-in-winter side of the ceiling. 2. Not less than 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located not more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by eave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted. ATTIC VENTILATION NOTE: 687 SF / 300 = 2.29 SF = 330 SQ IN AT BOTTOM: 330 SQ IN / 2 = 165 SQ IN REQ'D 5.5 x 14 EAVE VENT = 42 SQ IN. 165 SQ IN REQ'D / 42 SQ IN/VENT = 3.929 VENTS USE 4 EA 4 x 14 EAVE VENTS (3 EXISTING) SEE SPEC SHT ON A8.2 PLAN SYMBOL= AT TOP: 330 SQ IN / 2 = 165 SQ IN REQ'D EYEBROW VENT = 72 SQ IN 165 SQ IN REQ'D / 72 SQ IN/VENT = 2.29 ea USE 3 ea ATTIC VENTS SEE SPEC SHT A8.2 NOTE: ALL AREAS 'NET FREE FLOW AREA' roof plan 2nd FLR ATTIC AREA 2619 sf 2nd flr living area 190 plus open flr area 2709 total 2nd flr attic 746 vaulted ceilings w/o attic 2663 sf net 2nd flr attic ATTIC VENT AREA REQUIRED 2663 sf / 300 = 8.88 sf = 1278 sq in vent required ATTIC VENT AREA REQUIRED AT EAVE 1/2 of 1278 sq in req'd at eave = 639 sq in 167 LF of eave w/ 2ea 2" dia holes/ lf = 334 holes 334 holes x 1^2 x 3.14 = 1049 sq in 1049 sq in > 639 req'd OK ATTIC VENT AREA REQUIRED AT TOP 1/2 of 1278 sq in req'd at TOP = 639 sq in use 4 ea eyebrow vents @ 170 sq in vent area ea 4ea x 170 sq in ea = 680 sq in > 639 req'd OK all areas "free flow area"DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.Scale: 1/4"=1'-0" EXISTING ELEVATIONS FRONT REAR LEFT RIGHT (E) SIDING IS ALTERNATING 7" & 2" COURSES OF PAINTED WOOD SHINGLES SEE SHT P1 FOR PICTURE OF FRONT DR TO BE REUSED 30' MAX HT 30' MAX HT PROP'D ELEVATIONSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 A3.2DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.Scale: 1/4"=1'-0" PROPOSED ELEVATIONS FRONT REAR LEFT RIGHT (N) EXTERIOR SIDING TO MATCH (E) ALTERNATING 7" & 2" COURSES OF PAINTED WOOD SHINGLES ALL (N) EXTERIOR FINISHES TO MATCH EXISTING FRONT DR TO BE MOVED 9' ADDITION 10' ADDITION NEW DECK ACROSS REAR OF HOUSE AND ADDITION9' WIDE 1st FLR ADDITION IN FOREGROUND NEW DECK ACROSS REAR OF HOUSE AND ADDITION MAKE ALL FRONT COLUMNS 7 1/4" SQNO CHANGES 16'9"29'EXTERIOR MAT'LS OF BLDG W/ < 6" TO GROUND OR < 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS & SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER (ANYTHING EXTERIOR IS CONSIDERED EXPOSED TO THE WEATHER) MUST BE PRESSURE TREATED FRAMING WALL FRAMING, SHEATHING & FLR JOISTS DUE TO LACK OF VERTICAL SEPARATION, MUST BE PRESSURE TREATED REGARDLESS OF ANY PROP'D FLASHING AND WATERPROOFING. NATURALLY DURABLE WOOD OR WOOD THAT IS LISTED PRESERVATIVE-TREATED FOR WOOD SIDING, SHEATHING, & WALL FRAMING. 2. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 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 M M ). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM 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 *EXTERIOR LIGHTING SHALL BE KEPT TO A MINIMUM, AND SHALL BE DOWN DIRECTED FIXTURES THAT WILL NOT REFLECT OR ENCROACH ONTO ADJACENT PROPERTIES. NO FLOOD LIGHTS SHALL BE USED UNLESS IT CAN BE DEMONSTRATED THAT THEY ARE NEEDED FOR SAFETY OR SECURITY. *A TREE REMOVAL PERMIT SHALL BE OBTAINED FOR ANY TREES TO BE REMOVED, PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. *ALL EXISTING TREES SHOWN ON THE PLAN AND TREES REQUIRED TO REMAIN OR TO BE PLANTED ARE SPECIFIC SUBJECTS OF APPROVAL OF THIS PLAN, AND MUST REMAIN ON THE SITE. *PROTECTIVE TREE FENCING AND OTHER PROTECTION MEASURES SHALL BE PLACED AT THE DRIP LINE OF EXISTING TREES PRIOR TO ISSUANCE OF DEMOLITION AND BUILDING PERMITS AND SHALL REMAIN THROUGH ALL PHASES OF CONSTRUCTION. INCLUDE A TREE PROTECTION PLAN WITH THE CONSTRUCTION PLANS. 10' WIDE 1st FLR ADDITION IN FOREGROUND (N)ENCLOSE (E)BALCONY (N)ENCLOSE (E)BALCONY (N)ADD'N ACROSS REAR 9'-4 3/8"8'-1 1/8"SECTIONSSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 A3.4DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.SECTION SIDE TO SIDE LOOKING BACK SECTION FRONT TO BACK LOOKING LEFT (E) HOUSE AND GARAGEPICTURESSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 P1DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.(E) RESIDENCE PICTURES FRONTREARRIGHT FRONTREARLEFT (E) GARAGE PICTURES STREET SCAPESSHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 ST SCAPEDESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.320324 310 331 STREETSCAPE SUBJECT PPTY SUBJECT PPTY ASBUILT 320 321315 325 325 321 315 310 331 324 Vertical Cylinder (small)N DINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR.134.64320 JOHNSON AVE FOSTER R O A D 324 JOHNSON AVE 310 JOHNSON AVE 9:00 A M 6/21/ 2 0 2 1 Vertical Cylinder (small)N DINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat 12:00 PM 6/21/2021 A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR.134.64320 JOHNSON AVE FOSTER R O A D 324 JOHNSON AVE 310 JOHNSON AVE SHADOW STUDY PG 1 of3SHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 SHDW1DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.LAT-LONG USED: 37.229 N 121.976 W JUNE 21 9am JUNE 21 12pm SCALE: 1" = 16'-0" SHADOW STUDY SCALE: 1" = 16'-0" Vertical Cylinder (small)N DINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat 3:00 PM 6/21/2021A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR.134.64320 JOHNSON AVE FOSTER R O A D 324 JOHNSON AVE 310 JOHNSON AVE Vertical Cylinder (small)N DINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat 9:00 AM 12/2 1 / 2 0 2 1 A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR.134.64320 JOHNSON AVE FOSTER R O A D 324 JOHNSON AVE 310 JOHNSON AVE SHADOW STUDY PG 2 of3SHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 SHDW2DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.LAT-LONG USED: 37.229 N 121.976 W JUNE 21 3pm DEC 21 9am SCALE: 1" = 16'-0" SHADOW STUDY SCALE: 1" = 16'-0" Vertical Cylinder (small)N DINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat 1 2 : 0 0 PM 1 2 /2 1 / 2 0 21 A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR.134.64320 JOHNSON AVE FOSTER R O A D 324 JOHNSON AVE 310 JOHNSON AVE Vertical Cylinder (small)N DINING ROOM OFFICE FAMILY ROOM KITCHEN FOYER 36" RANGE 42" REF SPRICH 1ST FLOOR PROPOSED 18" PREP SINK POWDER36" SINK 24" DW 24" MICRO 30" DBL OVEN 28" FULL HEIGHT 28" FULL HEIGHT PANTRY NOOK GUEST SUITE LIVING ROOM 18" STOOL 18" STOOL 36" FIREPIT use this one bar built in area coat 3:00 PM 12/21/2021A. A SIGN SHALL BE POSTED STATING THAT THE TOWN OF WOODSIDE CONSTRUCTIONHOURS ARE LIMITED TO MONDAY THROUGH FRIDAY BETWEEN 7:30 A.M. AND 5:30 P.M.;SATURDAY BETWEEN 8:00 A.M. AND 1:00 P.M.;SUNDAY; NO CONSTRUCTION ALLOWED.THERE SHALL BE NO DELIVERIES OR RUNNING OF EQUIPMENT PRIOR TO THESE TIMES.FAILURE TO COMPLY WITH TOWN CONSTRUCTION HOURS MAY RESULT IN A STOPWORK NOTICE. B. AT NO TIME SHALL THE STREET BE CLOSED OR BLOCKED. FLAGMEN SHALL BE USEDAT ALL TIMES WHEN DELIVERIES OR CONSTRUCTION RESTRICT ANY PORTION OF THERIGHT OF WAY. C. ON-STREET PARKING IS NOT ALLOWED. ALL CONSTRUCTION PARKING MUST BE ON-SITE. D. ALL PROTECTIVE FENCING SHALL BE MAINTAINED IN PLACE THROUGHOUT THEDURATION OF CONSTRUCTION.E. NO DEMOLITION OR CONSTRUCTION MAY COMMENCE UNTIL THE PROTECTIVEFENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE PORTOLA VALLEYPUBLIC WORKS INSPECTOR.134.64320 JOHNSON AVE FOSTER R O A D 324 JOHNSON AVE 310 JOHNSON AVE SHADOW STUDY PG 3 of3SHEET: SCALE: DRAWN BY:DRAWINGS PROVIDED BY:PLANNING SET 12/2/2021 SHDW3DESCRIPTIONDATE:PROJECT DESCRIPTION:SPRICH RESIDENCE320 JOHNSON AVELOS GATOS, CALIFORNIABY DATENO.SHEET TITLE:DeMattei Construction, Inc.DeMattei Construction, Inc.1794 The Alameda, San Jose,CA. 95126P: (408) 295-7516F: (408) 286-6589LIC.# B-47845512/2/2021DISCLAIMER:THIS DOCUMENT CONTAINSCONFIDENTIAL AND PROPRIETARYINFORMATION THAT IS INTENDED FORTHE USE OF "De Mattei Construction Inc."DRAWINGS SHOULD NOT BEREPRODUCED OR DIVULGED, INWHOLE OR IN PART, WITHOUT WRITTENAUTHORIZATION FROM "De MatteiConstruction Inc." "De Mattei ConstructionInc." CANNOT BE HELD LIABLE IN THEEVENT THE DRAWINGS AREREPRODUCED OR DIVULGED WITHOUTWRITTEN AUTHORIZATION.LAT-LONG USED: 37.229 N 121.976 W DEC 21 12pm DEC 21 3pm SHADOW STUDY SCALE: 1" = 16'-0"