Item 05 - 218 Forrester Rd - Staff Report Exh.8INDEXThe following codes are currently in effect:2013 California Building Code2013 California Residential Code2013 California Plumbing Code2013 California Mechanical Code2013 California Electrical Code2013 California Existing Building Code2012 International Existing Building Code2013 California Energy CodeThis project is an update to an existing home to allow it to be functional for a modernlarge family, including additions on existing lower and existing upper levels. Home will get acosmetic upgrade on the exterior to update its look, and to make it more consistent with thequality of homes in the neighborhood. Existing pool house is partially demo-ed to createcovered porch outdoor space. A new basement with no countable sq ft is built below.Landscape is also upgraded.LOCATION MAPCODES USEDPROJECT DESCRIPTIONExisting + Proposed Rear Exterior ElevationsOwner:Chad and Erica Dyer218 Forrester Rd.Los Gatos , CA 95032ph: 925-518-3141A2.2Existing + Demo 1st Floor PlanA2.1Cover Sheet: General Notes + Information A1.1A3.3PROJECT INFO.GENERAL NOTESEnergy Calculation Company45 Mitchell Blvd., Suite 16San Rafael, California 94903ph: (415) 457-0990fax: (415) 457-1986Title 24 Documents:PROJECT DATAPARCEL MAPA3.2Existing + Proposed Front Exterior ElevationsExisting + Proposed Right Exterior ElevationsStructural Engineer:Duquette EngineersSteve Duquette4340 Stevens Creek Blvd. #200San Jose, CA 95129ph: (408)615-9200fax: (408)615-9900A3.1Existing Architectural Site + Landscape Plan1. The contractor shall furnish all materials, labor and equipment required for the full performance ofthe work herein, unless specifically noted otherwise. All work shall be performed in a good andworkman-like manner and conform to all pertinent regulations and instructions.2. Before starting any portion of work, the Contractor shall verify any and all existing conditions asshown on the drawings against the actual existing conditions at the site. Any discrepancies shall bebrought to the attention of the Designer. If the Contractor proceeds with the work without verifyingexisting conditions and discovers after the work has started any discrepancies, he shall proceed toperform whatever work is required to correct the discrepancies and bring about the proper executionof the project to the satisfaction of the Designer, at no extra cost to the owner.3. The Contractor shall be responsible for cutting, fitting and patching as required to make theseveral parts fit together properly.4. All work shall be in accordance with all applicable Local or State codes and regulations.5. All material, equipment and products shall be installed in accordance with the respectivemanufacturer's latest printed instructions.6. All dimensions are rough unless otherwise noted. All cabinetry, tile and the like need to be fieldverified prior to installation.7. Do not scale the drawings. All dimensional discrepancies shall be brought to the attention of theDesigner as soon as they are discovered.A1.3TREE CHARTNumber:Diameter:Species:Status:18-10"Paper BirchRemaining24-6"Paper BirchRemaining310"Sweetgum (Pine)Remaining410"Sweetgum (Pine)Remaining512"Sweetgum (Pine)Remaining66"Paper BirchRemaining76-8"Paper BirchRemaining820"PineRemaining96-12"Paper BirchRemaining1020"PineRemainingContractor:Jeff JunckerMehus Construction, Inc.LIC.#369370211 San Mateo AvenueLos Gatos, CA 95030ph: (408) 395-2388Existing + Proposed Left Exterior ElevationsA3.4A2.3Civil Engineer:SMP EngineersSaeid Razvi1534 Carob LaneLos Altos, California 94024ph: (650) 941-8055fax: (650) 941-8755NEIGHBORHOOD COMPARISONCOVER SHEET:GENERAL NOTES +INFORMATIONstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA1.1SCALE 18" : 1'SectionsA4.1STREET SCAPEDesigner:Studio 3 DesignContact: Bess Wiersema1585 The Alameda #200San Jose, California 95125ph: (408) 292-3252fax: (253) 399-1125A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA95032A.P.N.537-29-004LOT AREA (FROM PARCEL MAP)43,560.25 SF (GROSS + NET)ZONING = HILLSIDEYEAR BUILT=SLOPE=(AT BUILDING EDGE)2%SLOPE=(FOR SITE)13% (AVERAGE)FLOOD ZONE= NONEHISTORIC ZONE= NONEOCCUPANCY= R3/U - SINGLE FAMILY DWELLINGCONSTRUCTION TYPE= V-BREQUIRED PARKING:2 COVERED GARAGE SPACES (3 EXISTING)ALLOWEDEXISTINGPROPOSEDSETBACKS:FRONT SETBACK: 30'-0"38'32'11"RIGHT SIDE SETBACK:20'-0"21'-0"21'-0"LEFT SIDE SETBACK:20'-0"22'-3"22'-3"REAR SETBACK: 25'-0"XXX'-X"XXX'-X"BUILDING HEIGHT:25'-0"26'-1.5"26'-1.5"(BUILDING HEIGHT DERIVED FROM LOWEST GRADE ELEVATIONALONG BUILDING EDGE AND RIDGE ELEVATION)HOA/ CCR: NONEEXISTING HOUSE1ST LEVELHABITABLE2,638 SF2ND LEVELHABITABLE2,287 SFPOOL HOUSEHABITABLE712 SFGARAGE827 SFPROPOSED HOUSE1ST LEVELHABITABLE3,160 SFNON-HABITABLE174 SF(covered porch)2ND LEVELHABITABLE2,729 SFNON-HABITABLE0POOL HOUSEHABITABLE160 SFNON-COUNTING531 SF (covered porch)GARAGE815 SF - 400 SF per hillside guidelines town of LG codeTOTAL F.A.R.6,449 SF(6,614 SF Approved, Max.)ALLOWED F.A.R.6,000 SFALLOWED F.A.R. CALCULATIONA=43,560.25 - 13% (AVE. SLOPE GREATER THAN 10%, SUBTRACT 13% FOR SLOPE) = 37,897MAX F.A.R. = 6,000 FOR LOTS GREATER THAN 36,000 SQ FT28 AUGUST 2015STREET SCAPE218 FORRESTER222 FORRESTER226 FORRESTER214 FORRESTER225 FORRESTER210 FORRESTER221 FORRESTER217 FORRESTER209 FORRESTER213 FORRESTER209 FORRESTER104,980 SF LOT3,589 SF HOUSE3.4%213 FORRESTER104,544 SF LOT4,979 SF HOUSE4.8%217 FORRESTER100,188 SF LOT5,877 SF HOUSE5.9%221 FORRESTER100,188 SF LOT6,070 SF HOUSE6%225 FORRESTER100,188 SF LOT3,943 SF HOUSE3.9%226 FORRESTER43,560 SF LOT5,122 SF HOUSE11.8%222 FORRESTER43,560 SF LOT4,153 SF HOUSE9.5%218 FORRESTER43,560 SF LOT(p) 6,069 SF HOUSE(e) 4,925 SF14%214 FORRESTER43,560 SF LOT4,572 SF HOUSE10.5%210 FORRESTER42,253 SF LOT5,628 SF HOUSE13.3%*SF OF HOMES BASED ON ZILLOW AND ANY PERMIT INFORMATION WE COULD FIND IN THE CITY'S RECORDS. GARAGES ARE NOT INCLUDED IN THETOTALS TO KEEP CONSISTENCY. MOST GARAGES ON THIS STREET ARE 3 CAR.Number:Diameter:Species:Status:118"PineRemaining1232"PineRemaining1314"PineRemaining1414"California BayTo be removed156"Japanese MapleRemainingProposed Architectural Site + Landscape PlanA1.4A2.6A2.5A2.7A2.8Existing + Proposed Pool House PlanExisting + Demo 2nd Floor PlanExisting Roof PlanProposed 2nd Floor PlanProposed 1st Floor PlanProposed Roof PlanSPRINKLERSException - a one-time addition to an existing building that does nottotal more than 1,000 SF of building area (area off addition - 964 SF)Existing Poolhouse ElevationsA3.5Proposed Poolhouse ElevationsA3.6Verification of replacement of all existing toremain non-compliant plumbing fixtures withwater-conserving plumbing fixtures withwater-conserving plumbing fixtures as aspecified in Civic Code Section 1101.1-1101.8,shall be provided to the Town BuildingInspector, prior to final inspection. Thisrequirement applies to all existing to remainplumbing fixtures located within the structureunder the scope of this permit.ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AND AEROSOL PAINTCONTAINERS MUST REMAIN ON THE SITE FOR FIELD VERIFICATION BY THE BUILDINGINSPECTOR. CGBSC SECTION 4.504.2.4PRIOR TO FINAL INSPECTION, A LETTER SIGNED BY THE GENERAL CONTRACTOR ORTHE OWNER/BUILDER (FOR ANY OWNER/BUILDER PROJECTS) MUST BE PROVIDED TOTHE TOWN OF LOS GATOS BUILDING OFFICIAL CERTIFYING THAT ALL ADHESIVES,SEALANTS, CAULKS, PAINTS, COATINGS, AEROSOL PAINTS, AEROSOL COATINGS,CARPET SYSTEMS (INCLUDING CARPETING, CUSHIONS AND ADHESIVE), RESILIENTFLOORING SYSTEMS, AND COMPOSITE WOOD PRODUCTS INSTALLED ON THIS PROJECTARE WITHIN EMISSION LIMITS SPECIFIED IN CGBSC SECTION 4.504PRIOR TO ENCLOSING THE WALL AND FLOOR FRAMING, CONFIRMATION MUST BE PROVIDED TO THE BUILDINGINSPECTOR SHOWING THE FRAMING MEMBERS DO NOT EXCEED 19% MOISTURE CONTENT. CGBSC SECTION 4.505.3HERS VERIFICATION HERS VERIFICATION REQ'D FOR THE HVAC COOLING, HVAC -DISTRIBUTION SYSTEMS, & HVAC FAN SYSTEMS. PROVIDEEVIDENCE OF THIRD PARTY VERIFICATION (HERS) TO PROJECTBUILDING INSPECTOR, PRIOR TO FINAL INSPECTION.SEPARATE PERMIT(S)xPOOLxDETACHED TRELLIS8. No extra compensation shall be allowed for extra work resulting from lack of coordination between trades or failure ofthe Contractor to verify locations and measurements on the job.9. The Contractor is responsible for obtaining separate permits for electrical, mechanical, plumbing, grading, or otherpermits as may be required by the local authorities. Issuance of a building permit based on these Drawings does notconstitute granting of these separate permits.10. The Contractor shall be responsible for coordinating with the Structural Engineer for any site visits or special testing asneeded to complete all structural work as directed by the Structural Engineer.11. The Contractor shall be responsible for forwarding all shop drawings to the designer for review and approval. Nofabrication shall commence until both designer and owner have reviewed and approved by signature all shop drawings.12. Water supply requirements: Potable water supplies shall be protected from contamination caused by fire protectionwater supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyorsupplying the site of such project, and comply with the requirements of that purveyor. Such requirements shall beincorporated into the design of any water-based fire protection system, and/or fire suppression water supply or storagecontainers that may be physically connected in any manner to an appliance capable of causing contamination of the potablewater supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by SCC FireDept. until compliance with the requirements of the water purveyor of record are documented by that purveyor a havingbeen met by the applicant(s), CFC Sec. 9033.5. & Heath and Safety Code 13114.7.13. Construction Site Fire Safety: must comply w/ applicable provisions of CFC Ch. 33, Standard details, Specification SI-7
A.P.N. 537-29-004EXISTINGARCHITECTURAL SITEPLANstudio3DYER218 FORRESTER RDLOS GATOSCALIFORNIA95032INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA1.3SCALE 18" : 1'28 AUGUST 2015
A.P.N. 537-29-004PROPOSEDARCHITECTURAL SITEPLANstudio3DYER218 FORRESTER RDLOS GATOSCALIFORNIA95032INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA1.4SCALE 18" : 1'EROSION CONTROL NOTES-The facilities shown on this sheet are designed to control erosion throughthe rainy season (October 15 to April 15). Facilities are to be operable priorto October 1 of any year. Grading operations during the rainy season, whichleave denuded slopes shall be protected on the slopes.-This plan covers only the first winter following grading with assumed siteconditions as shown on the plan. prior to September 15, the completion ofthe site improvement shall be evaluated and revisions made to this plan asnecessary with the approval f the city engineer. Plans are to be resubmittedfor city approval prior to September 1 of each subsequent year until siteimprovements are accepted by the city.-Construction entrances shall be installed prior to commencement ofgrading. All construction traffic entering onto the paved roads must cross thestabilized construction entranceways.-Contractor shall maintain stabilized entrance at each vehicle access point toexisting paved streets. any mud or debris tracked onto public streets shall beremoved.-Inlet protection shall be installed at open inlets to prevent sediment fromentering the storm drain system. Inlets not used in conjunction with erosioncontrol are to be blocked to prevent entry of sediment.-This erosion and sediment control plan may not cover all the situations thatmay arise during construction due to unanticipated field conditions.variations and additions may be made to this plan in the field. Notify the cityrepresentative of any changes.-This plan is intended to be used for interim erosion and sediment controlonly and is not to be used for final elevations or permanent improvements.-Contractor shall be responsible for monitoring erosion and sediment controlprior, during and after storm events.-Reasonable care shall be taken when hauling any earth, san, gravel, stone,debris, paper or any other substance over any public street, alley or otherpublic place. Should and blow, spill or track over and upon said or adjacentprivate property, immediately remedy shall occur.-Sanitary facilities shall be maintained onsite.-During the rainy season all paved areas shall be kept clear of earth materialand debris. The site shall be maintained so as to minimize sediment ladenrunoff to any storm drainage systems, including existing drainage swalesand water courses.-Construction operations shall be carried out in such a manner that erosionand water pollution will be minimized. State and local laws concerningpollution abatement shall be complied with.-Contractors shall provide dust control as required by appropriate federal,state and local agency requirements.-With the approval of the city inspector erosion and sediment controls maybe removed after areas above them have been stabilized.-Erosion control maintenance:-Maintenance is to be performed as follows:-Repair damages caused by soil erosion or construction atthe end of each working day-Swales shall be inspected periodically and maintained asneeded-Sediment traps, berms and swales area to be inspectedafter each storm and repairs made as needed-Sediment shall be removed and sediment traps restored toits original dimensions when sediment has accumulated to adepth of one foot-Sediment removed from traps shall be deposited in asuitable area and in such a manner that it will not erode-Rills and gullies must be repaired-All existing drainage inlets on Marlarough Drive within the limit ofthe project shall be protected with sand bags during construction.see detail. sand bag inlet protection shall be cleaned out wheneversediment depth is one half the height of one sand bag.(E) INLET DRAINAGE PROTECTIONSTORM INLET SEDIMENT TRAP- FIBER ROLSFIBER ROLL -Place fiber roll in key trench 3" deep andplace excavated soil on uphill or flow sideof the roll.-On slopes and hillsides, fiber rolls shall beabutted at the ends and notoverlapped.Place alternate stakes on bothsides of the roll every 6'.-Install fiber roll 12" from limit of grading.28 AUGUST 2015
EXISTING + DEMOFIRST FLOOR PLANstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA2.1SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
EXISTING + DEMOSECOND FLOORPLANstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA2.2SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
EXISTING ROOFPLANstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA2.3SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
PROPOSED FIRSTFLOOR PLANstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA2.5SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
PROPOSED SECONDFLOOR PLANstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA2.6SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
PROPOSED ROOFPLANstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA2.7SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
POOL HOUSEEXISTING +PROPOSED PLANSstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA2.8SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
EXISTING + PROPOSEDFRONT EXTERIORELEVATIONstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA3.1SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
EXISTING + PROPOSEDRIGHT EXTERIORELEVATIONstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA3.2SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
EXISTING + PROPOSEDREAR EXTERIORELEVATIONstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA3.3SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
EXISTING + PROPOSEDLEFT EXTERIORELEVATIONstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA3.4SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
EXISTING POOL HOUSEELEVATIONSstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA3.5SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
PROPOSED POOLHOUSE ELEVATIONSstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA3.6SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015
SECTIONSstudio3INTERIORSREMODELS +ADDITIONSNEW CONSTRUCTION1585 THE ALAMEDASUITE 200SAN JOSECALIFORNIA95126ph 408.292.3252fx 253.399.1125designA4.1SCALE 14" : 1'A.P.N. 537-29-004DYER218 FORRESTER RDLOS GATOSCALIFORNIA9503228 AUGUST 2015