DRAWING INDEX ENERGY CALCULATIONS …€¦ · · 2016-10-05and splices shall be in accordance...

1. PREFABRICATED TRUSSES SHALL BE DESIGNED AND CONSTRUCTED BY THE MANUFACTURERTO SUPPORT THE LOADS AND ACCORDING TO THE CONFIGURATIONS NOTED ON THE DRAWINGS.ALL NECESSARY APPURTENANCES AND MATERIALS FOR ANCHORAGE, BRIDGING, CROSS-BRACINGAND SPLICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURE'S TYPICAL DETAILS WHEN NOTSHOWN OTHERWISE ON THE DRAWINGS. ALL MATERIALS AS OUTLINED ABOVE SHALL BE FURNISHEDBY THE MANUFACTURER, MANUFACTURER SHALL SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGSOF PROPOSED MATERIALS AND DETAILS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION OF THE TRUSSES. DESIGN CALCULATIONS SHALL BE STAMPED AND SIGNED BY ANENGINEER REGISTERED IN THE STATE OF CALIFORNIA.

2. THE OWNER SHALL EMPLOY THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN ORANOTHER ENGINEER FOR THE STRUCTURAL DESIGN TO PERFORM STRUCTURAL OBSERVATION ASFOLLOWS:

PRIOR TO APPLICATION OF FINISH MATERIAL SUCH AS STUCCO AND DRYWALL.

THE STRUCTURAL OBSERVATION SHALL INCLUDE VISUAL OBSERVATION FOR GENERALCONFORMANCE OF AS BUILT WITH APPROVED PLANS FOR ALL CONNECTIONS, SHEAR TRANSFER,SHEAR WALL INSTALLATION AND NAILING REQUIREMENTS.

3. WALLS THAT CONTAIN GAS VENTS OR NONCOMBUSTIBLE PIPING SHALL HAVE THE ANNULARSPACE AROUND THE VENTS OR PIPING FILLED AT EACH FLOOR OR CEILING WITH NONCOMBUSTIBLEMATERIALS PER CPC 711.3.

4. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH APERSON IS REQUIRED TO DESCEND, OR OBTAIN PERMIT FROM STATE OF CALIFORNIA, DIVISION OFOCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA). THIS PERMIT AND ANY OTHER SAFETY PERMITSHALL BE OBTAINED PRIOR TO COMMENCE OF ANY WORK.

NOTES AREA TABULATION PROJECT INFORMATION

FLOOR AREA:FIRST FLOORSECOND FLOORBASEMENT

TOTAL LIVING AREA

REQUIRED SPECIAL INSPECTIONS

DEFERRED SUBMITTALS

VICINITY MAP

REVISION INDEX

BUILDING DEPT. DATA

DRAWING INDEX

MECHANICAL

ENERGY CALCULATIONS ARCHITECTURAL

STRUCTURAL

1. APPROVAL BY THE FIRE DEPARTMENT IS REQUIRED FOR THE SPRINKLER SYSTEM PRIOR TO FRAMING INSPECTION.

2. "HERS" FIELD EVALUATION AND DIAGNOSTIC TESTING IS REQUIRED OF THE MECHANICAL AND ENERGY CONSERVATION SYSTEMS.

1. ROOF TRUSS CALCULATIONS.

2. FIRE SPRINKLERS - (ALL RESIDENCIAL STRUCTURES TO BE FULLY FIRE SPRINKLERED.

3. STAIR AND GUARDRAILS - MANUFACTURE TO PROVIDE CALC'S AND SHOP DRAWINGS FOR APPROVAL.

DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT ORENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECKOR APPROVAL BY THE CITY.

CLIENT:

ARCHITECT:

STRUCTURALENGINEER:

SOILSENGINEER:

CIVILENGINNER:

ENERGYCONSULTANT:

LANDSCAPEARCHITECT:

KIMLEY HORM765 THE CITY DRIVE, SUITE 200ORANGE, CA 92868(714)-705-1351 WORK(714)-444-7840 MOBILECONTACT:DAVID LUZURIAGA;TAWNIE SCHRAAN

LGC GEOTECHNICAL131 CALLE IGLESIA 200SAN CLEMENTE, CA 92672(949)-369-6141(949)412-0648CONTACT:KEVIN COLSON

SUMMERS MURPHY ASSOCIATE34197 PACIFIC COAST HWY 200DANA PIONT, CA 92629(949)-443-1446 WORK(949)-319-7762 MOBILECONTACT:PAT MURPHY;RICK HAGEMEYER

T-24.1 ENERGY CALCULATIONST-24.2 ENERGY CALCULATIONS

DATE REMARKS CURRENT SET DATE

SGN GENERAL NOTESS1 FOUNDATION PLANS2 BASEMENT FRAMING PLANS3 1ST FLOOR FRAMING PLANS4 2ND FLOOR FRAMING PLAN

SD1 STRUCTURAL DETAILSSD2 STRUCTURAL DETAILSSD3 STRUCTURAL DETAILSSD4 STRUCTURAL DETAILS

FD1 STRUCTURAL DETAILSFD2 STRUCTURAL DETAILS

HFX1 ANCHORANGE DETAILS - HFX PANELSHFX2 FRAMING DETAILS - HFX PANELSHFX3 FLOOR SYSTEM DETAILS - HFX PANELS

ACGN1GN2GBS

SP-1A1.0A1.1A1.2A1.3A1.4

A2.1A2.2A2.3A2.4A2.5A2.6A2.7

A3.1A3.2

Lemon Hill Luxury Estates

SINGLE FAMILY HOME

L.D. INVERSON ARCHITECTS333-B SHIPYARDNEWPORT BEACH, CA 92663(949)-612-8181CONTACT:LEE IVERSON, ROGER RICHARDSON

ESI/FME, Inc.1800 EAST 16TH STREET, UNIT BSANTA ANA, CA. 92701(714) 835-2800, x112CONTACT: KAMRAN ASKARIAN

LEMON HILL LUXURY ESTATES, LLC4340 VON KARMAN AVENUE, SUITE 110.NEWPORT BEACH, CA 92660(949)-714-904-5055CONTACT: FRANK EDER

RICK MAURER TITLE 24, INC.7544 E. SADDLEHILL TRAILORANGE, CA 92869(714)-771-1507(714)-771-2939 FaxCONTACT:RICK MAURER

ARCHITECTURAL DETAILS

D1 DETAILSD2 DETAILS

COVER SHEETGENERAL NOTESGENERAL NOTESGREEN BUILDING STANDARS

SITE PLANSLAB DIMENSION PLANBASEMENT PLANFIRST FLOOR PLANSECOND FLOOR PLANROOF PLAN

BUILDING SECTIONS A & BBUILDING SECTIONS C & DBUILDING SECTIONS E & FBUILDING SECTIONS G & HBUILDING SECTIONS IINTERIOR ELEVATIONSINTERIOR ELEVATIONS

ELEVATIONS (FRONT/BACK)ELEVATIONS (RIGHT/LEFT)

UTILITY PLANS

A4.1 BASEMENT UTILITY PLANA4.2 FIRST FLOOR UTILITY PLANA4.3 SECOND FLOOR UTILITY PLANA4.4 ROOF DECK UTILITY PLAN

REFLECTED CEILING PLANS

A5.1 RCP BASEMENTA5.2 RCP FIRST FLOORA5.3 RCP SECOND FLOOR

2,4822,4181,526

GARAGE (WITHOPTIONAL BR7/BA8):COVERED PATIOS,PORCHES & DECKS:

OPTIONAL BR7/BA8:

1,037

1,584

189

SF

SFSFSF

SF

SF

SF

6,426

WINDOW / DOOR SCHEDULE

A6.1 WINDOWS SCHEDULEA6.2 DOOR SCHEDULEA6.3 DOOR SCHEDULE

1. IN THE CASE OF EMERGENCY, CALL FRANK EDER AT WORK PHONE # (949)-714-904-5055 OR HOME PHONE #

2. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USINGSTRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.

3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZED SEDIMENT TRANSPORT FROMTHE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING,OR WIND.

4. APPROPIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHAIL BEIMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, ORADJOINING PROPERTIES BY WIND OR RUNOFF.

5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITESUNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.

6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWAREOR THE REQUIRED BEST MANAGMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THEPROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTEMATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.

8. CONSTRUCTION SITES SHALL BE MAINTENED IN SUCH A CONDITION THAT AN ANTICIPATED STORMDOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THANSTORMWATER ONLY NECESSARY FOR PERFOMANCE AND COMPLETION OF CONSTRUCTION PRACTICESAND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD;CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUSSUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.

9. POTENAIL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS;WASTES FROM PAINTS, STAINS, SEALANT, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVESAND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS,AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER ANDCONCRETE WASH WATER; CONCRETE, DETERGENT, OR FLOATABLE WASTES; WASTES FROM ANYENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLEWATER LINE FLUSHING.

DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED ANDCONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMWATERRUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIASURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES ANATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATEREGIONAL WATER QUALITY CONTROL BOARD.

11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OFSLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTINGFACILITIES.

12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARYPRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES AHAZARDOUS CONDITION.

13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURETHAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.

14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIALSUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAINSYSTEM OR THE WATERSHED IS PROHIBITED.

15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMESDURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED ATCONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN ISIMMINENT.

16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.

17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING ANEFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENTPRACTICABLE , AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENTTRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING, OR WIND.

18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUESSHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.

Residence 1 - Lot 14

NPDES NOTES:

MECHANICAL& PLUMBING:

CONSULTING ENGINEERS18239 ROSITA STREETTARZANA, CA 91356(310) 505-6112 MOBILE818578-5506 FAXCONTACT: MAJEID GHAEMI

ELECTRICAL:NAMEADDRESSMOBILEFAXCONTACT

PLUMBING

ELECTRICAL

PROJECT WILL COMPLY WITH THE FOLLOWING BUILDING CODES:2013 CALIFORNIA BUILDING CODE2013 CALIFORNIA RESIDENTIAL CODE2013 CALIFORNIA MECHANICAL CODE2013 CALIFORNIA PLUMBING CODE2013 CALIFORNIA ELECTRICAL CODE2013 CALIFORNIA FIRE CODE2013 CALIFORNIA ENERGY EFFICIENCY STDS CODE2013 CALIFORNIA GREEN BUILDING STANDARDS CODE

AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA AND THE COUNTY OF ORANGE.

OCCUPANCY:

TYPE OF CONSTRUCTION:

NUMBERS OF STORIES: TWO STORIES + BASEMENT

SINGLE FAMILY RESIDENTIAL R3/U

TYPE VB

SPRINKLERED: FULLY SPRINKLERED PER NFPA-13D (BACK FLOW PREVENTERNOT REQUIRED IN SYSTEMS WITHOUT ANTIFREEZE)

ADDRESS: 13131 LEMON HILL DRIVE (APN#393-201-61)

MAX. BUILDING HEIGHT: 35 FEET MAXIMUM PER SECTION 7-9-126.1

1

1

1

1

L.D. IVERSION ARCHITECTS333-B SHIPYARD WAY

NEWPORT BEACH, CA 92663

9 4 9 6 1 2 . 8 1 8 1

IVESRON ARCHITECTS, INC. hereby expressly reserves

its common law copyright and other property rights

in these plans. These plans are not to be

reproduced, copied or changed in any form or

manner whatsoever, nor are they to be assigned to

any third party, without first obtaining the express

written permission and consent of IVERSON

ARCHITECTS, INC.

T H E S E D R A W I N G S A R E N O T A U T H O R I Z E D F O R C O N S T R U C T I O N U N L E S S S T A M P E D W I T H L E L A N D D . I V E R S O N S T A T E L I C E N S E D A R C H I T E C T S E A L

JOB NO:

DATE:

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COMMENTS DATE

BLDG. DPT. 08-10-16

GREEN BUILDING STANDARDS1 CGBC 4.106.3 SURFACE DRAINAGE. THE SITE SHALL BE

PLANNED AND DEVELOPED TO KEEP SURFACE WATERFROM ENTERING THE BUILDING. CONSTRUCTION PLANSSHALL INDICATE HOW THE SITE GRADING OR DRAINAGESYSTEM WILL MANAGE SURFACE WATER FLOWS. EXAMPLESOF METHODS TO MANAGE SURFACE WATER INCLUDE, BUTARE NOT LIMITED TO THE FOLLOWING (CGC 4.106.3):

2. CGBC 4.303 EACH PLUMBING FIXTURE AND FITTING SHALL MEET REDUCED FLOW RATES SPECIFIED IN THE TABLE BELOW (CGC 4.303 TABLE 4.303.2 EXCERPT):

A. SWALESB. WATER COLLECTION AND DISPOSAL SYSTEMSC. FRENCH DRAINSD. WATER RETENTION GARDENSE. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE.

3. CGBC 4.304.1 IRRIGATION CONTROLERS. AUTOMATIC IRRIGATION SYSTEM CONTROLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING:

5. CGBC 4.408.1 CONSTRUCTION WASTE REDUCTION OF AT LEAST 50 PERCENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS, OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT.

6. CGBC 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, A CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE SUBMITTED FOR APPROVAL TO THE ENFORCING AGENCY THAT:

2 LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATELESS THAN 0.8 GPM @ 20 PSI.

INDOOR WATER FIXTURES MUST INCORPORATE THEFIXTURE FLOW RATES OF SECTION 4.303

WHEN MORE THAN ONE SHOWERHEAD IS PROVIDED ATSHOWER, THE SHOWER SHALL BE DESGNED TO ALLOWONLY ONE SHOWER OUTLET TO BE IN OPERATION AT ATIME.

A. CONTROLERS SHALL BE WEATHER OR SOIL MOISTURE BASED CONTROLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER

CONDITIONS CHANGE.

B. WEATHER BASED CONTROLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLER(S). SOIL MOISTURE BASED CONTROLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT.

EXCEPTIONS:

A. EXCAVATED SOIL AND LAND-CLEARING DEBRIS

B. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST OR ARE LOCATED REASONABLY CLOSE TO THE JOB SITE.

FIXTURE TYPE

SHOWERHEADS

RESIDENTIAL LAV FAUCETS

KITCHEN FAUCETS

WATER CLOSET

8. CGBC 4.408.2.2 ISOLATED JOBSITES. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY.

A. IDENTIFIES THE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE.

B. SPECIFIES IF MATERIALS WILL BE SORTED ON-SITE OR MIXED FOR TRANSPORTATION TO A DIVERSION

FACILITY.

C. IDENTIFIES THE DIVERSION FACILITY WHERE THE MATERIAL COLLECTED WILL BE TAKEN.

D. IDENTIFIES CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF WASTE GENERATED.

E. SPECIFIES THAT THE AMOUNT OF MATERILAS DIVERTED SHALL BE CALCULATED BY WEIGHT OR

VOLUME, BUT NOT BY BOTH.

A. SAMPLE FORMS FOUND IN CHAPTER 8 MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THE WASTE MANAGEMENT PLAN.

NOTES:

B. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C&D) PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CALRECYCLE).

7. CGBC 4.408.2.1 DOCUMENTATION. DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH 5. THE WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE ACCESSIBLE DURING CONSTRUCTION FOR EXAMINATION BY THE

ENFORCING AGENCY.

11. CGBC 4.504.1 COVERING OF DUCT OPENINGS ANDPROTECTION OF MECHANICAL EQUIPMENT DURINGCONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION ORDURING STORAGE ON THE CONSTRUCTION SITE AND UNTILFINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT,ALL DUCT AND OTHER RELATED AIR DISTRIBUTIONCOMPONENT OPENINGS SHALL BE COVERED WITH TAPE,PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLETO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OFDUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM.

13. CGBC 4.507.1 OPENINGS. WHOLE HOUSE EXHAUST FANSSHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSEWHEN THE FAN IS OFF. COVERS OR LOUVERS SHALL HAVE AMINIMUM INSULATION VALUE OF R-4.2.

CGBC 4.507 HEATING AND AIR-CONDITIONING SYSTEM SHALL BESIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USINGTHE FOLLOWING METHODS.

THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDINGTO ACCA MANUAL J, ASHRAEHANDBOOKS OR OTHEREQUIVALENT DESIGNSOFTWARE OR METHODS.

DUCT SYSTEMS ARE SIZED ACCORDING TO ACCA 29-DMANUAL D. ASHRAE HANDBOOKS OR OTHER EQUIVALENTDESIGN SOFTWARE OR METHODS.

SELECT HEATING AND COOLING EQUIPMENTACCORDING TOACCA 36-S MANUAL S OR OTHEREQUIVALENT DESIGNSOFTWARE OR METHODS.

USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TOENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE.

14. CGBC 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTION.

15. CGBC 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY:

A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS,

AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW.

B. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN OXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.

16. CGBC 4.504.2.2 PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARE ARCHITECTURAL SUGGESTED

CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESSMORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENTLIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONSFOR THE SPECIALTY COATINGS CATEGORIES LISTED INTABLE 4.504.3

SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36, AND 4.37 OF THE 2007 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN

TABLE 4.504.3 SHALL APPLY.

CGBC 4.504.2.3 AEROSOL PAINTS AND COATINGS. AEROSOLPAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTEDMIRLIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHERREQUIREMENTS, INCLUDING PROHIBITIONS ON USE OFCERTAINTOXIC COMPOUNDS AND OZONE DEPLETINGSUBSTANCES, IN SECTIONS 94522(C)(2) AND (D)(2) OFCALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCINGWITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTIONOF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICTADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OFPRODUCT LIMITS OF REGULATION 8, RULE 49.

18. CGBC 4.504.2.4 VERIFICATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING:

A. MANUFACTURER'S PRODUCT SPECIFICATION.

B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS.

19. CGBC 4.504.3 CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING:

1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM.2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOCS (SPECIFICATION 01350).3. NSF/ANSI 140 AT THE GOLD LEVEL.4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE™ GOLD.

4.504.3.1 CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THEREQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREENLABEL PROGRAM.

4.504.3.2 CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1.

20. 4.504.4 RESILIENT FLOORING SYSTEMS. WHERE RESILIENTFLOORING IS INSTALLED, AT LEAST 50 PERCENT OF FLOORAREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH

THE VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVEFOR HIGH PERFORMANCE SCHOOLS (CHPS) LOW-EMITTINGMATERIALS LIST OR CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM.

21. 4.504.5 COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THEINTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THEREQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITEWOOD (17 CCR 93120 ET SEQ.), BY OR BEFORE THE DATESSPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5.

22. 4.504.5.1 DOCUMENTATION. VERIFICATION OF COMPLIANCEWITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BYTHE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDEAT LEAST ONE OF THE FOLLOWING:1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS2. CHAIN OF CUSTODY CERTIFICATIONS3. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY

4. CGBC 4.408 A CONSTRUCTION WASTE MANAGEMENT PLANSHALL BE SUBMITTED AT PLAN CHECK AND COMPLY WITH THEORANGE COUNTY MANDATORY CONSTRUCTION AND DEMOLITIONRECYCLING POLICY AND PROGRAM.

CGBSC 4.410 AT FINAL INSPECTION, A MANUAL ON BUILDINGMAINTENANCE AND OPERATION MUST BE PROVIDED, WHICHINCLUDES ALL OF THE FOLLOWING:

9.

10.

4. CGBC 4.408 A CONSTRUCTION WASTE MANAGEMENT PLANSHALL BE SUBMITTED AT PLAN CHECK AND COMPLY WITH THEORANGE COUNTY MANDATORY CONSTRUCTION ANDDEMOLITION RECYCLING POLICY AND PROGRAM.

CGBSC 4.503 GAS FIREPLACE MUST BE OF THE DIRECT VENTSEALED-COMBUSTION CHAMBER TYPE.

23. CGBSC 4.505.3 BUILDING MATERIALS WITH VISIBLE SIGNSOF WATER DAMAGE SHALL NOT BE INSTALLED.

WALL AND FRAMING SHALL NOT BE ENCLOSED WHEN THEFRAMING MEMBERS EXCEED 19 PERCENT MOISTURECONTENT.

MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCEWITH THE FOLLOWING: 3.1 MOISTURE CONTENT SHALL BEDETERMINED WITH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER. 3.2 MOISTURE READINGS SHALL BETAKEN AT A POINT 2 FEET TO 4 FEET FROM THE GRADESTAMPED END OF EACH PIECE TO BE VERIFIED. 3.3 ATLEAST THREE RANDOM MOISTURE READINGS SHALL BEPERFORMED ON WALL AND FLOOR FRAMING WITHDOCUMENTATION PROVIDED IMMEDIATELY PRIOR TOENCLOSURE OF THE WALL AND FLOOR FRAMING.

INSULATION PRODUCTS THAT ARE VISIBLY WET OR HAVEHIGH MOISTURE CONTENT SHALL BE REPLACED ORALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL ORFLOOR CAVITIES.

WET-APPLIED NSULATION SHALL FOLLOW THEMANUFACTURES DRYING RECOMMENDATIONS PRIOR TOENCLOSURE.

24. CGBSC 4.506 FOR BATHROOMS CONTAINING A BATHTUB,SHOWER, OR TUB/SHOWER COMBINATION, A MECHANICALEXHAUST FAN WHICH EXHAUSTS DIRECTLY FORM THEBATHROOM MUST BE INSTALLED.

FANS MUST BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING.

UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSEVENTILATION SYSTEM, FANS MUST BE CONTROLLED BY AHUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTATCONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN ARELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT.

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1.1 OPERATION AND MAINTENANCE INSTRUCTIONS FOR ALLEQUIPMENT AND APPLIANCES.1.2 ROOF AND YARD DRAINAGE INCLUDING CONDENSERSAND AIR FILTERS.1.3 SPACE CONDITIONING FILTERS INCLUDING CONDENSERSAND AIR FILTERS.1.4. LANDSCAPE AND IRRIGATION SYSTEMS.1.5 WATER REUSE SYSTEMS.1.6 RECYCLE PROGRAMS AND LOCATIONS.1.7 PUBLIC TRANSPORTATION AND CARPOOL OPTIONS.1.8 EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OFMAINTAINING INDOOR RELATIVE HUMIDITY BETWEEN 30 AND60 PERCENT.1.9 INFORMATION ABOUT WATER CONSERVING LANDSCAPEAND IRRIGATION DESGN.1.10 IMPORTANCE OF GUTTERS AND DOWNSPOUTS ANDDIVERTING WATER AT LEAST 5 FT. FROM BUILDINGS.1.11 INFORMATION ON ROUTIN MAINTENANCE SUCH ASCAULKING, PAINTING, GRADING, ETC.1.12 INFORMATION ABOUT STATE SOLAR ENERGY ANDINCENTIVE PROGRAMS.1.13 A COPY OF ALL SPECIAL INSPECTION VERIFICATIONSREQUIRED BY THE ENFORCING AGENCY.

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MAXIMUM FLOW RATE

2 GPM @ 80 PSI

1.2 GPM @ 60 PSI²

1.8 GPM @ 60 PSI

1.28 GALLONS/FLUSH

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ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

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ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

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ven

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Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

GE

NE

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SID

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ON

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14

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GBS09/15/16

13131 L

emon L

eaf

Lan

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COMMENTS DATE

BLDG. DPT. 08-10-16

1 REVISION 1 Date 2

DIVISION 1 -GENERAL REQUIREMENTSAll work shall comply with applicable requirements currently adopted by County of Orange, California, C.R.C., State andlocal codes. The scope of services under this contract is limited to providing a "builder's set" of plans. This set issufficient to obtain a building permit; however, all materials and methods of construction necessary to complete theproject are not necessarily described in this set. The implementation of the plans requires a client/contractor(General Contractor and subcontractors) thoroughly knowledgeable with the applicable building codes and methods ofconstruction. The plans delineate and describe only locations, dimensions, types of materials and general methods ofassembling or fastening. They are not intended to specify particular products or methods of material installation.

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Permits: The general building permit and plan check fee shall be secured and paid for by the Owner. All otherpermits shall be taken out and paid for by the Subcontractor directly responsible.

Substitution: No substitutions shall be made without the Owner's approval.

The intent of the plans and general notes is that all labor, materials, equipment and transportation shall be included inthe work for the complete execution of the project. The Architect shall not be responsible for the means andmethods of construction.

Changes: The Owner may order extra work or make changes by altering, adding to, or deducting from the work, thecontract sum being adjusted accordingly.

Cutting and Patching: All trades shall do their own cutting, fitting, patching, etc., to make the several parts cometogether properly and fit it to receive or be received by the work of other trades.

Scope: All trades shall furnish all labor, equipment, materials, and perform all work necessary, indicated, reasonablyinferred, or required by any code with jurisdiction to complete their scope of work for a complete and properfinished job.

Clean-up: All trades shall, at all times, keep the premises free from accumulation of waste materials or rubbishcaused by their work.

Temporary Toilets: The General Contractor shall provide temporary toilet facilities for all trades until completion ofthe work.

Lines and Levels: The Contractor shall be responsible for the accuracy of the building lines and levels. TheContractor shall compare carefully the lines and levels shown on the drawing with existing levels for the location andconstruction of the work and shall call the Architect's attention to any discrepancies before proceeding with thework.

On Site Verification of all dimensions and conditions shall be the responsibility of the Contractor and Subcontractors.Noted dimensions take precedent over scale. Each Contractor or Subcontractor shall report to ProjectSuperintendent all conditions that prevent the proper execution of their work.

Client's Architect and Project Superintendent are to be notified immediately by Contractor or Subcontractor shouldany discrepancy or other question arise pertaining to the working drawings and/or specifications.

Subcontractor shall ensure that all work is done in a professional workmanlike manner by skilled mechanics and shallreplace any material or items damaged by Subcontractor's performance. Subcontractors and suppliers are herebynotified that they are to confer and cooperate fully with each other during the course of construction to determinethe exact extent and overlap of each other's work and to successfully complete the execution of the work.

The developer / owner shall employ the engineer responsible for the structural design or another engineerdesignated by the engineer responsible for the structural design, to perform structural observation prior toapplication of finish material such as stucco and drywall. The structural observation shall include visual inspection forgeneral conformance of as-built with approved plans for all connections, shear transfer, shear wall installation andnailing requirements.

Structural Engineering Prepared By:ESI/FME, Inc.1800 East 16TH Street, Unit BSanta Ana, CA. 92701(714) 835-2800, x112

Refer to the current calculations for any question regarding lumber grades, beam and header sizes, footings andshear requirements.

No deviations from structural details shall be made without the written approval of the Structural Engineer. Approvalby City Inspector does not constitute authority to deviate from plans or specifications.

Soils Engineering:LGC GEOTECHNICAL131 Calle Iglesia 200San Clemente, CA 92672369-6141 - 412-0648

Refer to the current Soils Report prepared by: LGC GEOTECHNICAL

General Conditions of this contract shall be the American Institute of Architects Standard Document No. 201 includingall supplementary general conditions.

Detailed drawings and specifications take precedence over general drawings and specifications, dimensions takeprecedence over scaled measurements.

Should errors, omissions, or discrepancies appear in drawings or specifications, or in the work done by othersaffecting this work, the Architect shall be notified at once and shall issue instructions as to procedure.

The Contractor shall conform to and abide by all local City, County, and State building and safety laws, such laws shallbe considered a part of these specifications and the provisions of such regulations shall be observed. TheContractor shall notify the Architect if drawings or specifications are at variance. Should the contractor performany work contrary to such laws, or regulations, he shall bear all cost arising.

Anchor or strap appliances to resist earthquake motion per C.R.C.

Heating and cooling equipment (including water heaters) located in a garage shall be installed so that the pilots orburners are at least 18" above the floor level per C.R.C., as currently adopted by County of Orange, California.

Provide combustion air to forced air unit to comply with C.R.C.

Water outlets with hose attachments and hose bibs must have approved non-removable type backflow preventiondevices installed. C.R.C., as currently adopted by County of Orange, California.

Clothes dryer shall be exhausted to the outside, per C.R.C. & C.M.C, as currently adopted by City of Lake Forest.

All ducts penetrating firewalls shall be minimum 26 gauge galvanized sheet metal. C.R.C., ascurrently adopted by County of Orange, California. Refer to (1) one hour construction duct penetration detail.

No domestic dishwasher shall be connected to a drainage system or food disposal without the use of an approveddishwasher air gap fitting. C.R.C., as currently adopted by County of Orange, California.

All 125 volt, single-phase, 15 and 20 ampere receptacles installed outdoors where there is direct grade levelaccess shall have ground-fault circuit-interrupter protection for personnel. C.B.C. as currently adoptedby County of Orange, California.

Exhaust fans in bath and/or laundry rooms must connect directly to the outside and must provide 5O cubic feet perminute. They must also be provided with back draft dampers per C.R.C., as currently adopted byCity of Lake Forest.

Where design calls for multiple roof pitches, the main roof pitch shall set the height for fascia at eave conditions.The secondary roof trusses will be manufactured so that fascias will align when secondary roof eaves join main roofeaves.

Prefabricated trusses shall be designed and constructed by the manufacturer to support the loads according to theconfigurations supplied on the drawings. All necessary appurtenances and materials for anchorages, bridging,cross-bracing and splices shall be in accordance with the manufacturer's typical details when not shown by themanufacturer. The manufacturer shall submit design calculations and shop drawings to the Structural Engineer forreview prior to fabrication of the trusses. Design calculations shall be stamped and signed by an engineerregistered in the State of California.

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DIVISION 2- SITE WORKScope:

A. The contractor shall take all necessary measures to fully protect adjacent properties.

B. The work consists of furnishing all labor, equipment, materials, and performing all operations necessaryfor all earthwork, including securing and paying for the grading permits.

Excavation:

A. See soils report prepared by: LGC GEOTECHNICAL

B. Excavations for footings shall be made to the width, length, and depth required. Finished with levelbottoms.

C. Excavation shall be kept free of standing water.

D. Where excavations are made to depth greater than indicated, such additional depth shall be filled withconcrete as specified for footings.

Fill and Backfill:

A. See soils report prepared by: LGC GEOTECHNICAL

B. B. Filled materials shall be free from debris, vegetable matter and other foreign substances.

C. Backfill for pipe trenches shall be compacted on both sides of pipe in six inch layers.

General Grading and Drainage: See Civil Engineering drawings prepared by:PSOMAS, Santa Ana

A. Refer to the Landscape Architect's grading and construction documents.

B. All finish grades to drain away from the building footings.

DIVISION 3- CONCRETE

DIVISION 4- MASONRY

DIVISION 5- METALS

DIVISION 6- WOOD & PLASTICSECTION 6A. ROUGH CARPENTRY:

See Structural calculation, specifications and drawings prepared by: ESI/FME, Inc.

Retaining walls-poured in place. Refer to Structural Engineering drawings andCivil Engineering drawings done by for all necessary information and details.Refer to Soils Engineer's report for specific drainage requirements.

Materials:

A. Manufactured adhered stone veneer by Eldorado Stone. Install per printed specifications and establishedguidelines of C.B.C. Chapter 14 as currently adopted by City of Lake Forest.

B. Manufactured brick veneer by Cultured Stone. Install per printed specifications and establishedguidelines of C.B.C. as currently adopted by City of Lake Forest.

Workmanship:

A. Work shall be plumb, level and true to line.

B. All veneer shall be laid in common band coursing except as noted on drawings.

Scope: Furnish all metal supports, angles, plates, attachments, bolts, leg bolts, gates, railings, weldings,shop priming and include installation as required to complete work.

Work by Others: All blocking to receive attachments shall be provided under Rough Carpentry.

Welds: Welds shall be ground smooth, all weld splatter removed and shall comply with the specificationsof the "American Welding Society."

Materials: See drawings for sizes, material and attachments. Fabricators to provide shop drawings forstair and all exposed work for approval prior to commencing work.

Ornamental iron: Stair railings as shown on the drawings (where applicable.)

Materials:

A. Structural steel and miscellaneous iron shall conform to ASTM A-36.

B. Bolts, nuts and screws shall conform to ASTM A-307 Grade "A".

C. Welding rods shall conform to AWS for intended use.

D. Steel plates shall conform to ASTM A283, Grade A.

E. Steel tubing shall conform to ASTM A501.

See structural calculations, specifications and drawings prepared by: ESI/FME, Inc.

Plywood Minimums: Floor sheathing APA 3/4" thick T&G Sturd-I-Floor or rated sheathing (CDX). Referto structural plans.

Roof Sheathing: APA 7/16" thick (5 ply min.) rated sheathing exposure 1 or exterior. Referto structural plans.

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SECTION 6B. FINISH CARPENTRY:

SECTION 6C. CABINETS:

SECTION 6D. INSULATION:

Scope:

A. Furnish and install all Finish Carpentry complete, including trim, door frames, paneling, and shelving.

B. Installation of Finish Hardware, bath accessories, cabinet pulls, etc.

Workmanship:

A. All joists shall be tight and true and securely fastened. Corners shall be neatly metered, butted, orcoped, with nails set and surfaces free of tool marks.

B. Wood work shall be accurately scribed to fit adjoining surfaces.

C. All work shall be machined or hand-sanded, sharp edges and splinters removed, and completelyprepared for finish.

D. Full length continuous boards shall be used whenever applicable or specifically noted.

Materials:

A. Door Frames:

(1) Frames shall be set plumb and true, rigidly secured, and protected during the course of construction.

B. Door Stops and Casing: Manufactured of clear pine.

(1) All vertical and horizontal trim members shall be in longest practicable lengths.

C. Shelving: As selected by Owner.

D. Wood Base: As selected by Owner.

Fitting and Hanging of Doors:

A. Each door shall be accurately cut, trimmed, and fitted to its respective frame and hardware with dueallowance for painter's finishes.

B. Clearance at the lock and hanging stiles and at the top shall not exceed 1/8". Clearance at the bottomshall be adjusted for finish floor covering schedules, including carpeting.

C. Lock stile edges shall be beveled.

D. Door shall operate freely, but not loosely, without sticking or binding without hinge bound conditions, andwith all hardware properly adjusted and functioning.

Scope:

Material and Design:

A. Kitchen Cabinets: As selected by Owner, as per shop drawings.

B. Baths: Refer to ID Plans.

C. Linens and Service room cabinet: Refer to ID Plans.

D. General Storage Cabinets: Refer to ID Plans.

E. Verify appliance size with Owner and Supplier.

F. Cabinets must be compatible to or meet NKBA (ANSI) Standards.

Workmanship:

A. All joints shall be tight and true and securely fastened. Corners shall be metered, butted or coped,nails set, and surfaces free of tool marks.

B. Use concealed fastenings where possible.

C. Install all work level, plumb, and true. Scribe members accurately in place to fit adjoining surfaces.

D. Plywood and particle board shall be hardwood edged banded on all exposed edges.

Minimums: See plans for actual habitable envelope.

Scope: Work shall include all labor, materials, and equipment required to install insulation as indicated and specified.

Materials:

A. Thermal Insulation: Floors, Living Spaces, Roofs, Ceilings, and Walls.

(1) Exterior Walls: Minimum R-19

(2) Exterior Ceilings and Roofs: Minimum R-38 per IRC mineral wool batts at attic areas.

(3) Exterior Wood Floors, Min. R-19

Insulation:

A. Thermal Insulation

(1) Install batts between joints, securely and tightly fitted, at all ceiling areas exposed to roof or atticareas, including any vertical wall areas separating living spaces from attics between ceilings and roofs.Install eave vent pans at all eave vent blocking.

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DIVISION 7- THERMAL & MOISTUREPROTECTIONSECTION 7A. ROOFING:

SECTION 7B. SHEET METAL:

SECTION 7C. TRAFFIC TOPPING(DECKING):

SECTION 7D. VAPOR BARRIERS

SECTION 7E. ELASTOMERIC SHEETWATERPROOFING

SECTION 7F. BUILDING PAPER

Scope: Furnish and install roofing and waterproofing work complete, including cant strips and incorporating other trades flashing, sleeves and jacks.

Materials:

A. Concrete Tile Roofing as manufactured by Eagle

(1) Roofing shall be installed as per manufacturer's specifications, weight, color and shape to be selected by ownerand approved by Architect. Application of eave Shingles are required, and approved installation methods shall beused for ridge, hip and rake conditions, field nailing is required per code for every shingle.

B. Underlayment: Provide Min. 30# under roof tile.

Flashing and Gravel Stop: 26 gauge G.S.M. lap joints and fill with roofing cement.

Roofing Nails: Galvanized.

Special Conditions:

A. Provide crickets as indicated and as necessary.

Installation: Install roofing and wall flashing per manufacturer's recommendations carefully incorporatingG.S.M. flashing scuppers, jacks, sleeves, roof, drains, etc. supplied by others.

Scope: Provide miscellaneous metal work as indicated and specified:

Materials: Flashing: 26 gauge galvanized sheet metal. ASTM A-93-38 unless otherwise shown.

General:

A. Work shall be accurately fabricated to detail and fitted to job conditions.

B. Molded and brake-formed members shall be finished true and straight, sharp lines and angles.

C. Lock seams flat and true to line; 1/2 inch wide, sweated full with solder.

D. Sheet metal work shall be designed to provide complete weather-tight and waterproof connections.

Shop Painting: All galvanized metal shall be shop primed with one coat of zinc dust-zinc oxide primerover all surfaces.

Flashing:

A. Provide all flashing and counter-flashing items as indicated and as required to make complete workcompletely waterproof.

B. Flashing shall be brake formed to sharp lines and fitted to details.

C. Flash and counter-flash at all roof to wall conditions. G.S.M. flash and caulk wood beams and outlookersprojecting through exterior walls or roof surfaces.

D. Flash all exterior door and window openings with approved method and materials that conforms tostandards of local and applicable codes.

Attic Ventilation

A. Scope: Provide attic ventilation as per C.R.C. as currently adopted by City of Lake Forest.

B. Attic Vents: See Architectural plans for standard and special shaped vents, and venting requirements.Openings of vents to have 1/4" corrosion resistant metal mesh covering per C.R.C. ascurrently adopted by City of Lake Forest.

Dryer Vent: Dryer vent to outside air per manufacturer's specifications and local jurisdictionalrequirements, and as per C.R.C. as currently adopted by City of Lake Forest.

Scope: Provide labor, material, equipment, and services necessary for installation of traffic topping complete as indicatedon the drawings.

Materials:

A. Traffic topping shall be Hills Brothers "DESERT CRETE" System or approved equal. ICC Report ESR-1661

Other Materials:

A. All other materials, not specifically described but required for a complete and proper installation of the work of thisSection, shall be new, first quality of their respective kinds, and subject to acceptance of the Developer.

Execution:

A. Shall be in accordance with manufacturer's printed installation instructions, accepted shop drawings. Any special details orprocedure not covered by this specification shall be referred to the manufacturer, and his recommendations followed.applicator shall have been trained in application and acceptable to manufacturer.

B. Specifics:

1. Carry flashing to height of approximately 4 inches unless otherwise shown. All railposts, curbs and stops shall beflashed as required.

2. Traffic topping shall not be applied during freezing or inclement weather or when such weather can logically beexpected.

3. Color of the traffic surface: As selected by Developer.

Approvals: For use as a moisture protection barrier in sash and door assemblies and as detailed in drawings where abarrier sheet is required.

Manufacturers:A. Fortibiber CorporationMaterials - Moistop Flashing:A. Paper - Laminate Vapor Barrier: Black polyethylene - 45# Kraft paper - glass fiber reinforcement - Black polyethylene,

rated .10 perms or less. ICC Report # ESR 1027B. Provide approved adhesive for installation.

Execution:

Installation:A. For proper installation, the flashing is positioned under the bottom window flange first, then under the two flanges of the

vertical sides. The Last piece is positioned over the flange and across the top of the window. Flashing to extend at least 6inches over the head and 6 inches beyond each jamb.

B. Install vapor barriers with fasteners as appropriate for supporting substrate, and of a type recommended by vapor barriermanufacturer.

C. Before covering over vapor barriers with other work, patch punctures and tears with adhesively applied barrier material ortape with perm rating equal to barrier rating.

Scope:A. Furnish and install all waterproofing complete.

Materials:A. Waterproofing shall be W.R. Grace & Co. Grace Construction Products Division, "GRACE SELECT" a 25 mil self-adhering

membrane of rubberized asphalt integrally bonded to polyethylene sheeting.B. Provide approved adhesive for installation.

Execution:

Installation:A. Install in accordance with accepted shop drawings, manufacturer's and Trade Association's printed installation instructions

and as indicated on drawings. ICC Report # ESR 1677

Scope:A. Provides weather-resistive barriers including sealing joints and protrusions through membranes.

Manufacturers:A. Fortifiber CorporationMaterials - Premier: Fortifiber/Super Jumbo Tex 60 Minute:A. Vapor permeable Weather-Resistive Barriers: Two layers 1-Ply asphalt saturated kraft Grade D

breather type sheathing paper.B. Provide approved fasteners for installation.

Execution:

Installation:

A. Install in accordance with manufacturer's recommendations, laid smooth without folds or bunches ofmaterial.

B. Inspect and repair membrane prior to application of finish material over membrane; tape tears,perforations and similar damage.

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ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

GE

NR

AL

NO

TE

S 1

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

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ES

TA

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S

NO

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H T

US

TIN

, C

AL

IFO

RN

IA

GN109/15/16

13131 L

emon L

eaf

Lan

e

COMMENTS DATE

BLDG. DPT. 08-10-16

DIVISION 8- DOORS & WINDOWSSECTION 8A. FIBERGLASS AND WOODDOORS:

Scope: Furnish all wood doors as shown on plans.

Fiberglass Doors: (All glass within doors shall be tempered as required by C.R.C.)

A. Entry Doors: 1 3/4" fiberglass, design approved by builder.

B. Courtyard Doors: 1 3/4" thick fiberglass French door, design approved by builder.

C. Garage Doors: Sectional metal roll-up doors, install per MFG specs. Style and finish asselected by builder.

Wood Doors:

A. Interior Doors: 1 5/8" thick, hollow core with hard board. Raised panel painted masonite.

B. House to Garage: 1 3/4" thick solid wood door with self closer and self latch.

Scope: Furnish all doors as shown on plans.

Metal Doors:

A. Side yard Doors: As selected by builder.

B. Metal cabinet doors: fully louvered metal doors.

Finish: Factory primed. Final color as selected by Owner.

Scope: Furnish and install all glazing and mirrors not factory glazed.

Hardware: As selected by Owner, Out swinging doors shall be provided with non-removable pin hinges.

Glass and glazing: As per Energy Calculations.

Materials:

A. Windows: Single stretch "B" or better (tempered or wired glass where required by governing body.)

B. Doors and fixed glass where noted-tempered.

C. Sheet Glass: 5/16" as per C.R.C., as currently adopted by City of Lake Forest.

D. Mirrors: Polished plate-glass (5/16").

E. Caulking Compound: Gun applied non-hardening.

F. Tub and shower enclosure-approved shatterproof.

G. Wardrobe doors per builder specification.

Scope: Furnish all windows as shown on plans.

Finish: White Vinyl

Sealant and caulking as specified in section 8F.

Glass and glazing as specified in section 8D.

Install per instructions from manufacturer as selected by Owner.

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SECTION 8E. WEATHER STRIPPING ANDTHRESHOLDS ALL EXTERIOR DOORS ANDWINDOWS:

SECTION 8F. SEALANT AND CAULKING:

Exterior doors and windows: Shall be completely weatherstripped. Penetrations to be caulked and sealed.

Thresholds: Provide thresholds and all associated flashing and sealants at all exterior doors.

Provide vapor barrier.

Scope: Provide labor, materials, equipment, and services necessary for installation of sealants andcaulking complete as indicated on the drawings.

A. Principle work in this Section:

(1.) Coordinate all work in this Section with related trades.

(2.) This section contains general specifications pertaining to caulking and sealants throughout theproject as indicated or required, and becomes a part of all trade sections requiring sealants. Theterm "caulking" or "sealant" is used throughout the drawings and specifications to define the materialsand method of filling with an elastics compound the small crevices, holes, separations, and joints betweensimilar and different materials that cannot be sealed by any other means to prevent the passage orpenetration of wind, rain, water, and dust to make joints weathertight.

Quality Assurance

A. Codes and Standards:

(1) California Building Codes:

(2) Sealant and Waterproof Institute

(3) National Roofing Contractors Association NRCA Roofing and Waterproofing Manual

Job Conditions:

A. Work shall be performed within a range of temperatures and climatic conditions recommended by themanufacturer and association.

Characteristics:

A. Color: Unless indicated or specified otherwise, exposed sealants shall match color of adjacentmaterials. Where adjacent materials on each side of joint are different colors, use sealant color asdirected. If selected color is not available from one manufacturer, obtain from another manufacturer.

B. Staining: Joint fillers, primers or other materials used in conjunction with sealants shall not causestaining of sealants or materials to which they are applied.

Materials:

A. Primer: As recommended by sealant manufacturer for use with sealant and for application onto thevarious types of materials to which sealant is applied.

B. Closures: Where required, in lieu of primers, use those recommended by sealant manufacturer.

C. Joint Filler: Must be compatible with sealant used and as recommended by sealant manufacturer.

(1) Open cell neoprene or plastic foam "rod."

(2) Felt Tape: Mil-F-5656A, pressure-sensitive adhesive with inter liner on one face, 1.5 mm thick.

(3) Caulking Bead or Tape: Approved nondrying elastic polymer type with asbestos or other inorganicfillers for optional use in place of felt tape.

(4) Extruded Neoprene: ASTM 0750

(5) Fillers and backing shall be free from oil or other staining elements and compatible with the sealantused. Oakum and other types of absorptive materials shall not be used, including materials impregnatedwith solvent or bituminous materials. Filler and backing material shall be of a compressible nature.

Application:

A. Joint Dimensions: No joint shall be less than 1/4 inch wide. Depth of sealant shall not be greater thanthe width nor less than 1/4 inch. For joints one inch wide or greater, depth of sealant shall be at least1/2 the width.

B. Joint Preparation:

(1.) Perform in strict accordance with manufacturer's application instructions, including cleaning andpriming.

(2.) Remove protective coating from aluminum components so that sealant adheres to base metal.

C. Joint Filler: Use where joints are deeper than 1/2 inch. Position accurately inside joint to within 12mm ofsurface to establish and control the uniform designed thickness of sealant. Where joints are over 3/4inch wide, place filler so that depth of joint to receive sealant does not exceed 1/4 inch.

D. Sealant Placing: Apply material with sufficient pressure to completely fill the void space to assurecomplete wetting of contact area and to obtain uniform adhesion. During application keep tip of nozzleat bottom of joint, forcing sealant to fill from bottom of joint to top. Finish joints smooth and flush withadjacent surface, unless detailed otherwise. Modification of the sealant by addition of liquids, solvents,or powders is not permitted.

1.

2.

3.

1.

2.

3.

4.

5.

6.

DIVISION 9- FINISHESSECTION 9A. GYPSUM WALLBOARDAND CEILING BOARD

SECTION 9B. TILE:

Scope: Furnish and install all Gypsum Wallboard Work complete.

A. All work shall comply with C.R.C., as currently adopted by City of Lake Forest.

Standards

A. All work and materials shall comply with American Standard Association's "Specifications of GypsumWallboard Finishes."

Materials:

A. Gypsum Wallboard: 5/8" thick at all ceiling (TYP.), 5/8" thick at all walls. TYP. Use 5d nails at 7" O.C. oras noted on shear wall schedule.

B. Gypsum Wallboard: 5/8" thick, fire rated "x" at 1 hour walls as detailed and at other walls and ceilingswhere noted on drawings - use 6d cooler nails at 7"O.C. or as noted on shear wall schedule.

C. Metal Corner Bead, Casing, and Trim, Galvanized.

(1) L-Shaped trim at exposed edges as detailed.

(2) Corner Bead at external corners.

(3) Bull nose (round corners) as selected by the Owner.

D. Tape and Compound: As recommended by gypsum board manufacturer.

E. Nailing: Per code (and per structural for special requirements.)

Workmanship:

A. All joints in finished surfaces shall be taped and finished with joint cement. Reinforce all corners.

B. Provide metal trim at all exposed edges and external corners. Metal trim shall be galvanized.

C. Trim shall be tight to wallboard edges, plumb, level, and true to plan, securely attached.

D. Conceal exposed nail or screw heads with joint compound.

E. Nails shall be annular ring (GSD-54) conforming to ASTM C-380-58T. The contractor may not usewallboard screw in lieu of nails without structural engineers review and written approval.

F. Protect all exposed wood beams, posts, etc.

Finishes:

A. Walls: Skip Trowel Texture

B. Ceilings: Skip Trowel Texture

Standards: Tile Council of America "American National Standard Specifications for the installation ofCeramic Tile," "Handbook for Ceramic Tile Installation" (current edition), all as by Ceramic Tile Institute'srecommendations.

Materials:

A. Tile: As selected by Owner.

B. Grout: As selected by Owner.

Counter Tops:

A. Kitchen: See specifications.

B. Master Bath: See specifications.

C. Secondary Baths Service: See specifications.

D. Master Bath Showers: See specifications.

E. Showers: See owner specifications.

Installation: Shall be in accordance with TCA "Handbook for Ceramic Tile Installations" [current edition(thick set)].

1.

2.

3.

4.

5.

1.

2.

3.

4.

SECTION 9C. EXTERIOR STUCCO:

SECTION 9E. PAINTING AND FINISHING:

Standards: All exterior stucco shall conform to local and the C.R.C., as currently adopted by City of LakeForest applicable edition, Sate and Local codes and requirements.

Color: Finish and color to be selected by Builder and approved by Architect.

Exterior Coating: Minimum 7/8" 3-coat stucco system.

A. Materials and methods shall be as per manufacturer's recommendations.

B. Lathing paper shall be 2 layers of an approved waterproof building paper w/furr nailed over vinyl screedover shear walls.

C. Wire shall be zinc steel not les than 20 gauge, the wire and backing wire shall be annealed applied.

D. Finish coat shall be sand finish.

E. Reinforcement shall be applied straight without buckles and with joints staggered.

F. Finish color coat shall be approximately 1/3" thick and shall be applied and damp cured in strictaccordance with the manufacturer's directions and city and local governing bodies.

G. Contractor shall scrub foundation from stucco screed to 6" below finish grades.

H. All stucco surfaces shall be straight plumb and true without waves or match lines.

I. Provide expansion joints as per the C.B.C., as currently adopted by City of Lake Forest and manufacturer'srequirements.

J. Vinyl weep Screed to be installed per manufacturers recomendations.

Scope: Provide painting work as indicated and specified, complete including preparation of surfaces otherthan those that are factory primed.

Materials:

A. Submit list of materials and manufacturer for approval.

B. All materials shall be delivered to the site in sealed original manufacturer's containers.

C. Exterior overcoat as manufactured by or approved equal.

Colors: To be selected by Builder and approved by Architect.

Preparations of Surfaces:

A. Surfaces shall be clean and dry, and in suitable condition for finish specified. Remove all oil, grease,bond breaking agents, dust, mill scale and efflorescence.

B. Cracks, holes, and knots shall be filled, sanded smooth, and sealed. Wood surfaces, except resawnwood, shall be sanded perfectly smooth. Sanding dust shall be completely removed.

C. Hardware shall be masked or removed prior to painting.

D. Trim and other finish work shall be back painted prior to installation.

Workmanship:A. Each coat shall be uniformly applied, well brushed out and free of brush marks, runs, sags or skips.

B. Paint finishes shall be cut sharply to line. Protect adjacent surfaces.

C. Mix and apply paint and stains in accordance with the manufacturer's instructions.

Exterior Painting and Staining:A. Exposed metal, including vent pipes, exhaust vents, heating and air conditioning units, grilles, etc., two

coats over primer. Color as selected by Builder.

Interior Painting and Finishing:A. Ceilings and wall.

(1) Kitchens, bathrooms: One coat enamel undercoating, one coat stipple semi-gloss enamel.

(2) All other rooms: Two coat.

B. Wardrobes: Closets (except shelving): Finish as specified for adjoining room.

C. Doors, frames, wood base, shelf cleats: One coat enamel undercoat, one coat semi-gloss enamel.

D. Wood hand railings: 2 coats of sealer-stain.

E. Paint grade cabinets (exterior and interior): one coat sealer and one coat semi-gloss enamel.

1.

2.

3.

1.

2.

3.

4.

5.

6.

7.

DIVISION 10- SPECIALTIESSECTION 10A. BUILDERS SPECIALTIES:

DIVISION 15- MECHANICALSECTION 15A. PLUMBING:

SECTION 15B. PEX PIPING:

SECTION 15C. HEATING / AIRCONDITIONING:

SECTION 16- ELECTRICAL:

Scope: Furnish and install complete in working orderthe items indicated on the drawings and as specified herein.

Bathroom and Toilet Accessories: As selected by the Owner.

Kitchen Built-ins: As selected by the Owner.

Finish Hardware: As selected by the Owner.

House Numbers: As selected by the Owner and approved by governing bodies.

Scope: Supply all labor, transportation, materials, etc. for installation of complete plumbing system tooperate according to the best practices of the trade and including but not limited to: Fixtures, hot andcold water piping, soil and vent piping, hot water heaters, pipe insulation, permits, fees, meters, vaults,etc. All materials, work, etc., to comply with all requirements of the C.R.C. and C.P.C as currently adoptedby the City of Lake Forest and all legally constituted public authorities having jurisdiction including all Countyand State ordinances.

Plumbing Plans: Shall be submitted by the Developer for approval. Submit one set to the Architect.

Hangers and Straps: All horizontal ABS piping shall be hung with approved hangers at 4' - 0" on centerminimum and spaced to permit expansion and contraction without hitting adjoining pipe. Vertical pipingshall be supported at 8' - 0" on center with wrought steel "U" straps securely fastened to buildingframe.

Clean-out Hubs: Shall be installed flush with face of wall or cabinet in accordance with C.M.C.as currently adopted by City of Lake Forest

Drains: Provide and install area drains, as required by civil engineers and / or landscape architect.

Plumbing Fixtures: As selected by the Builder.

Water heater: Per buider specifications.

Appliances: As selected by Owner.

See civil engineer for backwater valve requirements.

Scope:A. Provide PEX piping for potable hot and cold water distribution including all connections and transitions. All materials,

work, etc., to comply with all requirements of the C.R.C. and C.P.C. as currently adopted by the City of Lake Forest andall legally constituted public authorities having jurisdiction including all County and State ordinances.

Manufacturer:

A. As selected by builder.

Materials:

A. PEX - cross-linkable high density polyethylene tubing marked with ASTM F876/F877 designation.

B. Provide approved fasteners, fittings, slevees and connections for installation.

Execution:Installation:

A. Install in accordance with manufacturer's recommendations.

B. Store PEX tubing away from direct or indirect sunlight to avoid exposure to ultraviolet (UV)deterioration.

Scope: Supply all labor, transportation, materials, etc. for installation of complete plumbing system tooperate according to the best practices of the trade and including but not limited to: Fixtures, hot andcold water piping, soil and vent piping, hot water heaters, pipe insulation, permits, fees, meters, vaults,etc. All materials, work, etc., to comply with all requirements of the C.R.C and C.M.C. and all legallyconstituted public authorities having jurisdiction including all County and State ordinances.

Heating Systems to be gas. See Energy Report for SEER requirements.

Cooling system: Provide duct insulation per the California Residential Code and the California EnergyCode. Provide damper controls on exhaust fans.

Heating Plans and Calculations: Shall be submitted by:

To Be Determined

Submit one set to the Architect.

Equipment Installation: All equipment installation as per manufacturer's specifications.

Bath Ventilation: Exhaust fans in bath and/or laundry rooms must connect directly to the outside andmust provide 5O cubic feet per minute. They must also be provided with back draft dampers.IC.B.C. as currently adopted by City of Lake Forest.

Scope: Supply all labor, transportation, materials,etc. for installation of complete electrical system tooperate according to the best practices of the trade andincluding but not limited to: Fixtures, appliances, wiring, switches, receptacles, television jacks, service,grounds, temporary power, junction boxes, conduit, sub-panels, etc. All materials, work, etc., to complywith all requirements of all legally constituted authorities having jurisdiction including all County and Stateordinances and C.E.C. as currently adopted by City of Lake Forest.

Electrical Plans: Shall be submitted by the Architect for approval.

House Service: 200 Amp.

All equipment installed outdoors and exposed to weather shall be "weather proof."

Receptacles in kitchen and bathrooms shall be installed above work top unless otherwise noted onplans.

Receptacles shall be installed vertically at 18" above floor.

Verify and locate all outlets prior to drywall otherwise noted, locate all switches at 46" from finishedfloor.

Provide ground fault circuit interrupter (GFI) protection at kitchen's counter tops, all bathroom, outdoorreceptacles and at receptacles in wet locations per C.E.C., as currently adopted by City of ChulaVista.

All recepticals shall be arc fault protected per C.E.C., as currently adopted by City of Lake Forest.

IC Fixtures: All recessed lights at insulated ceilings shall be U.L. approved for direct contact withinsulation.

Electrical Equipment:

A. Chimes: As selected by the Owner.

B. Light Fixtures: As selected by the Owner.

C. Exhaust Fans: As selected by the Owner.

D. Appliances: As selected by the Owner.

E. Luminous Ceilings: As selected by the Owner.

F. Smoke and Carbon Monoxide alarms: As selected by the Owner to conform to theC.R.C., as currently adopted by City of Lake Forest. Smoke and Carbon Monoxidealarms shall be hard wired with battery back-up and interconnected.

Kitchen Appliances:

A. Cooktop/Oven: As selected by the Owner. Appliance to have intermittent ignition device.

B. Dishwasher: As selected by the Owner.

C. Garbage Disposal: As selected by the Owner.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

1.

2.

3.

4.

5.

6.

1.

2.

3.

4.

1.

2.

3.

4.

5.

6.

7.

8.

9.

1.

2.

3.

4.

5.

SECTION 8D. GLASS AND GLAZING:

SECTION 8B. METAL DOORS:

SECTION 8C. VINYL WINDOWS:



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ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

GE

NE

RA

L N

OT

ES

2

RE

SID

EN

CE

ON

E L

OT

14

LE

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NO

RT

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TIN

, C

AL

IFO

RN

IA

GN209/15/16

13131 L

emon L

eaf

Lan

e

COMMENTS DATE

BLDG. DPT. 08-10-16

LOT 141st FLOOR: 2482.0 SFGARAGE: 1037.0 SF

LEMON LEAF LANE

LOT 15

SIDE SETBACK

FRONT S

ETBACK

LINE OF FIRST FLOOR BELLOW

PROPERTY LINE

DECKBELOW

RO

OF O

VER

HANG

SETBACK LINE

SETBACK L

INE

DECK BELOW

LINE OF ROOF ABOVE

CURB LINE

DRIVEWAY

SETB

ACK

LINE

PROPERTY LINE

LOT 11

12' - 6"LINE OF FIRSTFLOOR BELOW

LINE OF SECONDFLOOR BELOW

LINE OF BASEMENT FLOOR BELOW

SETBAC

K LINE

SID

E SETB

ACK

REA

R SET

BACK

12' - 6"

PROPERTY LINE

61' -

0"

155' - 3"

62' -

3"

88' -

9"

PROPERTY LINE

LINE OFROOF ABOVE

SIDE SETBACK

12' - 6"

R 4

6' -

4"

56' - 3"

30' - 7"

CENTER OFCUL DE SAC

STREETCENTERLINE

R=

38' -

0"

SLO

PE 10

%

SLO

PE

1.1%

20' -

0"

20' - 0

"

LINE OF SECOND FLOOR

LINE OF FIRST FLOOR

LINE OF BASEMENT

PROPERTY LINE TYPICAL

1. POOLS, SPAS, WALLS, FENCES, PATIO COVERS ANDOTHERS FREESTANDINGSTRUCTURES REQUIRESEPARATE REVIEWS AND PERMITS.

2. NO PERMANENT STRUCTURES CAN BEBUILT WITHIN THE LIMITS OF THE PUBLIC UTILITYEASEMENT.

3. REFER TO CIVIL & LANDSCAPE PLAN FORADDITIONAL SITE INFORMATION.



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ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

SIT

E P

LA

N

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

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L

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Y

ES

TA

TE

S

NO

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H T

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TIN

, C

AL

IFO

RN

IA

SP.109/15/16

13131 L

emon L

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Lan

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SCALE: 1/8" = 1'-0"

SITE PLAN

SITE PLAN LEGEND

SITE PLAN NOTES

COMMENTS DATE

-3/4" STEP

-6"

-6"

VERIFY ALL SLAB DIMENSIONSDROPS AT MULTI SLIDE POCKETSTACKING DOORS WITH MFG

1.

2.

5' -

1"10

' -

2"

14' -

1"2' -

6"

13' -

2"

8' -

10"

1' -

7"

5' -

9"

61' -

2"

32' - 6" 29' - 1" 20' - 2"

81' - 9"

-7 3/4" MAX

CONCRETE PORCH

-7 3/4" MAX

-7 3

/4" M

AX

-7 3

/4" M

AX

3.

1' -

9"

32' -

2"

12' -

4"

4' -

2"

5' -

11"

33' -

11"

22' -

5"

56' -

4"

REFER TO CIVIL ENGINEER ANDSTRUCTURAL ENGINEERS DRAWINGSFOR FINISH GRADE AND RETAININGWALL INFORMATION AND DETAILS

2.

ELEV.

2' - 7" 18' - 1" 2' - 4" 9' - 6" 5' - 0" 8' - 11" 9' - 1" 6' - 1" 12' - 11" 6' - 3" 1' - 0"

-10' - 11"

SLOPE

6' -

7 1

/2"

0' - 6" 4' - 4 1/2"

5' -

5 1

/2"

2' -

9"

1' - 7" 8' - 6" 2' - 6"

-10' - 3"

82' - 2"

SLO

PE 2

"

-8"-8

"

5.

1.

1/4"=1'-0"

SLOPE

1/4"=1'-0"

SLO

PE

1/4"=

1'-0

"

SLO

PE

1/4"=

1'-0

"

-6"

-3/4" STEP

SLO

PE 2

"

1.

1.

1.

4.

2' - 4" 19' - 2" 2' - 4" 9' - 4" 14' - 1" 7' - 5" 9' - 0" 12' - 2" 6' - 4"

33' - 2" 21' - 6" 27' - 6"

28' -

4"

32' -

10"

-6"

VARIES-7 3/4" MAX

VARIES-7 3/4" MAX

5.

5.

5.

5.

5. 5.

5.

SLO

PE

1/4"=

1'-0

"

SLO

PE

1/4"=

1'-0

"

SLOPE

1/4"=1'-0"

SLOPE

1/4"=1'-0"

CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITEPRIOR TO BEGINNING WORK. NOTIFY THE ENGINEER INMEDIATELY IFACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED ONDRAWINGS.REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTINGS, ANDSTRUCTURAL DETAILS.FOR LOCATION OF DRIVEWAYS, WALKWAYS REFER TO CIVIL ENGINEERAND LANDSCAPE PLANS.RUN PLUMBING LINES THROUGH WALLS WHERE POSSIBLE AVOID RUNNINGLINES TROUGH FOUNDATION.PROVIDE A UFER GROUND, SIZED IN ACCORDANCE WITH CEC SECTION250.50.THE LOCATION AND ELEVATION OF THE FOUNDATION FORMS SHALL BECERTIFIED BY A LICENSED SURVEYOR/REGISTERED BEFORE APPROVALOF THE FOUNDATION BY THE BUILDING AND SAFETY DIVISION.FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BYBOTH THE GEOLOGICAL AND GEOTECHNICAL CONSULTANTS PRIOR TOPLACEMENT OF STEEL OR CONCRETE. A MEMORANDUM SIGNED BYBOTH CONSULTANTS INDICATING THAT THIS INSPECTION AND APPROVALHAS BEEN COMPLETED SHALL BE PROVIDED AT THE JOB SITE FOR THEBUILDING INSPECTOR AT FOUNDATION INSPECTION.ALL RETAINING WALLS ENCLOSING THE LOWER LEVEL SHALL BE DAMPPROOFED BELOW FINISH GRADE BY AN APPROVED METHOD OR PERSOILS REPORT, REFER TO DETAILS.MAXIMUM SLOPE OF ANY LANDING SHALL NOT EXCEED 1/4 INCH PERFOOT.

1.

2.

3.

4.

5.

6.

7.

8.

9.

LOWER FLOOR

UPPER FLOOR

NOTE:THE PORPOUSE OF THESE DRAWINGS IS TOPROVIDE DIMENSIONS AND TO IDENTIFYARCHITECTURAL FEATURES ONLY.

REFER TO STRUCTURAL DRAWINGS FOR ALLSTRUCTURAL INFORMATION.



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ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

SL

AB

DIM

EN

SIO

N P

LA

N

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

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HI

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TIN

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A1.009/15/16

13131 L

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SCALE: 1/4" = 1'-0"

SLAB BASEMENT FLOOR PLAN

SLAB INTERFACE NOTES

PLUMBING SYMBOLS

COMMENTS DATE

BLDG. DPT. 08-10-16

SLAB INTERFACE LEGEND1. CONCRETE SLAB REFER TO STRUCTURAL DRAWINGS.

2. MAXIMUM 7 3/4" LOWER THAN THE TOP OF THRESHOLD AT THE REQUIRED (INSWING)EGRESS DOOR (1' 1/2" IF REQ. EGRESS DOOR SWINGS OUT PER CRC SECTIONR311.3.1

3. CONCRETE PORCH SLAB AND STEPS. REFER TO CIVIL/LANDSCAPE DRAWINGS FORFINISH SURFACE ELEVATIONS.

4. ELEVATOR PIT. VERIFY DEPTH WITH ELEVATOR MANUFACTURER INSTALLATION GUIDE.

5. CONCRETE RETAINING WALL PER STRUCTURAL DRAWINGS.

UP

UP

A

A2.1

A

A2.1

B

A2.1

B

A2.1

C

A2.2

C

A2.2

D

A2.2

D

A2.2

E

A2.3

E

A2.3

F

A2.3

F

A2.3

G

A2.4

G

A2.4

H

A2.4

H

A2.4

I

A2.5

I

A2.5

20' - 1" 11' - 9" 22' - 6" 8' - 0" 11' - 10" 7' - 7"5' -

1"12

' -

4"

33' -

10"

23' - 0" 9' - 6" 5' - 0" 8' - 11" 9' - 1" 6' - 1" 20' - 2"

15' -

3"

16' -

7"

15' -

2"

6' -

10"

9' -

0"

1' - 0" 1' - 7"

-6"

-6"

-6"

C T

51' -

3"

62' -

10"

81' - 9"

3' -

7"

4' -

9"

1' -

3"

2' -

2"

5' - 0" 4' - 10" 6' - 1" 12' - 7" 7' - 4"

2' -

9"

5' -

10"

10' -

7"

5' -

3"

4' -

4"

10' -

10"

2' -

6"

12' -

0"

1' -

0"

6' -

7"

5' -

7"

12' -

2"

3' -

0"

16' -

5"

1' -

0"

5' -

4"

1' -

1"

1' -

8"

-6"

BF-18

BF-17

GARAGE9-6" CLG

CONCRETE

STORAGE 15-7'' CLG

TILE

ENTRY9-0" CLG

TILE

BA 69-0"

TILE BEDROOM 59-0" CLG

WOOD PORCELAINTILE

BA 59-0' CLG

TILE

OPT. BR 7 / BA 89-6" CLG

CONCRETE

GAME ROOM9-0" CLG

TILE

PATIO 1

22.

22.25.

22.

22.

24. 22.

29.

14.

13.

17.

18.

17.

18.

13. 14.

BF-15BF-16

BF-10

BF-12

BF-14

BF-13

BF-11

BF-08BF-07

BF-06

BF-04

BF-05

BF-02

BF-03BF-01

BF-19

BF-09

STORAGE 2-

TILE

T WP

PATIO 2

-7 3

/4 M

AX.

-7 3

/4 M

AX.

-7 3/4 MAX.

25.

C T

25.

25.

25.

25.

25.

8.

8.

25.

-10' - 9"

81' - 9"

1' - 9"

0' - 10"

18' - 1" 1' - 8 1/2" 5' - 3" 5' - 4" 4' - 11" 1' - 7" 6' - 6"

3' - 0" 6' - 9"

ELEV.

8' - 2 1/2" 14' - 3 1/2"

4' - 5 1/2" 4' - 0 1/2"

1' -

3 1

/2"

5' -

7"

4' -

9"

18' -

10"

14' -

0"

1' -

3 1

/2"

11' - 1" 12' - 4" 4' - 5" 4' - 0" 9' - 1"

C.01

30.

2' - 7" 18' - 1" 2' - 4"

-10' - 3"

-10' - 9"

-10' - 3"

-10' - 11"

1

21.

21.

27.

CLR

4' - 5"

SLO

PE

SLO

PE

1/4"=

1'-0

"

SLOPE

1/4"=1'-0"

SLOPE

1/4"=1'-0"

1/4"=

1'-0

"

2 X 4 STUDS

2 X 6 STUDS

CONCRETE WALLS

1 1/12" STUDS



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

GA

RA

GE

/BA

SE

ME

NT

PL

AN

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

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NO

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H T

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TIN

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RN

IA

A1.109/15/16

13131 L

emon L

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SCALE: 1/4" = 1'-0"

BASEMENT FLOOR PLAN

FLOOR PLAN KEY

IF NOT REFERENCED ON PLANS NOTE DOES NOT APPLY

FLOOR PLAN LEGEND

FLOOR PLAN NOTES1. ALL WINDOWS TO BE VINYL LOW 'E' DUAL PANED WITH WHITE FINISH,

INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THEU-VALUE.

2. ALL EXTERIOR/INTERIOR DIMENSIONS ARE TO FACE OF STUD

3. WINDOWS LOCATED IN FRAMED OPENINGS SHALL BE CENTERED ONOPENING, U.N.O.

4. PROVIDE EMERGENCY EXIT DOOR OR WINDOW FROM BASEMENTAND/OR SLEEPING ROOMS.

5. AT ALL SHOWER AND TUB/SHOWER COMBO WALL COVERING SHALLBE NON-ABSORBANT TO 72'' MIN. ABOVE DRAIN. (POR C.RC. SECT.R307.2)

6. PROVIDE BACK-DRAFT DAMPERS AT DRYER VENT, HOOD VENTAND EXHAUST FANS.

7. WATER CLOSETS TO BE MAXIMUM 1.6 GALLONS PER FLUSH

8. ALL EXTERIOR WALLS AT HOUSE AND HOUSE TO GARAGE ARE 2 X 6STUDS AT 24'' O.C. (U.N.O.) W/ R-13 BATT INSULATION.

9. EXTERIOR WALLS AT GARAGE ARE 2x6 STUDS AT 24'' O.C. (U.N.O.)

10. WALLS AND CEILING TO BE FINISHED WITH A ORANGE

11. STANDARD BULL NOSE CORNER BEAD TO ALL OUTSIDE VERTICALCORNERS (EXCEPT WINDOWS, CLOSETS, AND GARAGES)

12. INTERIOR DOOR TO BE WOOD RAISED PANELED.

13. SHOWERS SHALL HAVE A PRESSURE BALANCE OR THERMOSTATICTYPE VALVE.

14. WATER LINE SHALL BE PEX. INSTALLER SHALL BE AN APPROVEDCERTIFIED PEX INSTALLER.

15. GAS PIPE MATERIAL SHALL BE BLACK IRON.

16. SHOWER DOORS SHALL HAVE A 22' MINIMUM UNOBSTRUCTIVEOPENING.

17. PROVIDE TEMPERATURE LIMITING DEVICE FOR THE SHOWERS, TUBS,SHOWER/TUB COMBINATION AND WHIRLPOOL BATHTUBS FORMAXIMUM OF 110 DEGREES F. (CPC 414.5 AND 418.0)

18. THE GREATEST STAIR RISER AND TREAD SHALL NOT EXCEED THESMALLLEST RISER AND TREAD BY MORE THAN 3/8''

19. 2 1/2" T&G EXTERIOR DECKING

20. FIREBLOCKING IS REQUIRED IN CONCEALED SPACES 10'. O.C.HORIZONTAL, VERTICALLY AT THE CEILING AND FLOOR LEVELS,CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES,CONCEALED SPACES BETWEEN STAIR AND LANDING, OPENINGSAROUND VENTS, PIPES, DUCTS, CABLES, WIRES, CHIMNEYS ANDFIREPLACES.

21. THE MINIMUM CLEAR WIDTH OF STAIRWAYS IS CLEAR 36'' ABOVE THEHANDRAIL. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5'' ONEITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OFTHE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT SHALL BE31.5'' AND 27'' WHEN INSTALLED ON ONE SIDE AND BOTH SIDES,RESPECTIVELY.

22. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT AREPOTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED,GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED TO LIMITINFILTRATION AND EXFILTRATION.

23. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE ORMASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS TAHN 5''TO THE EXPOSED GROUND SHALL BE PRESSURE TREATTED ORNATURALLY DURABLE TO DECAY.

KITCHEN

1. DOUBLE OVEN

2. 48" COOKTOP 48'' HOOD ABOVE. VENT HOOD TO OUTSIDE AIR W/BACKDRAFT DAMPER

3. VEGETABLE SINK, WITH GARBAGE DISPOSAL

4. REFRIGERATOR SPACE W/ RECESSED STUB-OUT FOR ICE MAKER

5. MICROWAVE

6. PANTRY W/ SHELVES

7. SINGLE SINK WITH GARBAGE DISPOSAL

8. COUNTER AT 36' AFF. PER INTERIOR ELEVATIONS

9. UPPER CABINETS PER INTERIOR ELEVATIONS

10. KITCHEN ISLAND W / KNEE SPACE, PER INTERIOR ELEV.

11. DISHWASHER


BATHROOMS & UTILITY

13. TILE SHOWER WITH TEMPERED FRAMELESS GLASS ENCLOSURESIZE PER PLANS (WITH SOAP NICHE)

14. TILE SHOWER SEAT PER PLANS AND INTERIOR ELEVATIONS

15. WASHER SPACE - PROVIDE RECESSED VALVE AND DRAIN BOX

16. DRYER SPACE - PROVIDE ELECTRICAL AND RECESSED 4" DIA.VENT CONNECTION ("THE DRYER BOX") TO OUTSIDE AIR ATLAUNDRY RROM AS REQUIRED (CMC 504.3.2).

17. RECESSED IRONING BOARD - SURFACE MOUNTED

18. TOILET PAPER HOLDER PROVIDE SOLID BLOCKING

19. TOWEL BAR PROVIDE SOLID BLOCKING

20. LAUNDRY SINK.

21. TEMPERED GLASS ENCLOSURE CATEGORY II OF CPSC 16 CFRPART 1201

GARAGE AND MECHANICAL

22. ONE LAYER OF 5/8" GYP.BD. AT ALL GARAGE WALLS. ONELAYER 5/8" TYPE "X" GYP. BD. AT ALL CEILINGS BETWEENHABITABLE SPACE IN HOUSE & GARAGE.

23. NAPOLEON MODEL #(insert model number here) GASAPPLIANCE FIREPLACE (ANSI Z21.50; UL APPROVED),INSTALATION AND USE SHALL BE IN ACCORDANCE WITH THEMAUFACTURERS INSTALLATION & OPERATING INSTRUCTIONS.

24. RESIDENTIAL ELEVATOR BY WAUPACA ELEVATOR COMPANYOR APPROVED EQUAL. PIT DEPTH - MIN. 8" MAX. 17". REFERTO ELEVATOR MFG. INSTALLATION GUIDE FOR REQUIREDDEPTH OF PIT BASED ON MODEL AND OPTIONS

25. CONCRETE RETAINING WALL

26. FURRING WALL

27. WOOD SOLID CORE DOOR, 20 MINUTE W/SELF CLOSURE &SELF - LATCH.

STAIRS, CLOSETS & LINEN

28. 42" HIGHT GUARDRAIL ADEQUATE TO SUPPORT 200 LBS INANY DIRECTION

29. SINGLE POLE W/SINGLE SHELP

MISCELLANEOUS

30. LINE OF FLOOR ABOVE

31. LINE OF SOFFIT ABOVE

32. EXT. SOFFIT ABOVE REFER TO EXT. ELEVATIONS

33. LINE OF ROOF ABOVE

34. LINE OF FLOOR BELOW

COMMENTS DATE

BLDG. DPT. 08-10-16

1 REVISION 1 Date 2

1

1

UPDN

DN

A

A2.1

A

A2.1

B

A2.1

B

A2.1

C

A2.2

C

A2.2

D

A2.2

D

A2.2

E

A2.3

E

A2.3

F

A2.3

F

A2.3

G

A2.4

G

A2.4

H

A2.4

H

A2.4

I

A2.5

I

A2.5

62' -

6 1

/2"

82' - 8"

23' - 10" 23' - 4" 8' - 6" 20' - 8" 6' - 4"

2' - 4" 12' - 9" 6' - 5" 2' - 4" 4' - 0" 13' - 1" 6' - 3"

57' -

6"

5' -

1"6' -

0"

4' -

2"

14' -

1"2' -

6"

15' -

2"

10' -

6"

81' - 4"

4' - 11" 8' - 1" 9' - 10" 4' - 8" 1' - 10" 5' - 10" 6' - 8" 6' - 6"

6' -

4"

5' -

5 1

/2"

11' -

7"

6' -

3"

2' -

9"

4' -

5"

9' -

4"

5' -

8"

3' -

7"

2' -

5"

DINING12-0" CLG

WOOD PORCELAINTILE

KITCHEN12-0" CLG

PORCELAIN TILE

NOOK12-0" CLG

WOOD PORCELAINTILE

LIVING12-0" CLG

WOOD PORCELAINTILE

DECK 111-3" CLG

WOOD DECK

PDR12-0" CLG

TILE

BUTLERSPANTRY

ENTRY-

WOOD PORCELAINTILE

HALL 112-0" CLG

WOOD PORCELAINTILE

BA 212-0" CLG

TILE

GUEST SUITE12-0" CLG

WOOD PORCELAINTILE

2' -

2"

4' -

0"

10' -

5"

23' -

6 1

/2"

22' -

5"

23' - 2" 9' - 10" 4' - 5" 8' - 8" 9' - 11" 4' - 6" 14' - 6" 6' - 4"

2' - 2" 4' - 8" 4' - 8" 7' - 10" 4' - 8" 4' - 8" 2' - 0"1' - 8"

TW

P WP T-3"

-3"

-2"

-3"

-3"

11' -

1"

1' -

0"

4' -

7"

4' -

10"

4' -

10"

8' -

3 1

/2"

6' -

1 1/

2"

6' -

2"

4' -

2 1

/2"

5' -

11"

1' -

5"

0' -

10"

8' -

9"

3' -

11 1

/2"2' -

1 1/

2"

15' -

3"

2' -

6 1

/2"

5' -

1"5' -

0 1

/2"

FF-04

FF-11

FF-12

FF-15

FF-16

FF-17

FF-18 FF-19

1.

3.

2.

4.

6.

5.

7.

8.

9.

10.

11.

8. 9.

8.

9.

8.

9.

13. 14.

19.

18.

18.

8.

9.

-3"

W.I.C.

-3' - 6"

-2"

CLO

SET

PANTRY12-0" CLG

TILE

FF-05

FF-07

FF-06

FF-08

D.02D.02

FF-13

J.01

FF-14

FF-20

FF-01

FF-02

FF-03

FF-10

FF-09

28.

24.

31.

31.

34.

FIREPLACE

B.06

B.07

B.07

B.18

B.15

B.14

I.01

WP

T

D.03

TW

P

WP PT

COVERED

PATIO 19-0" CLG

WOOD DECK

-0' - 3"

-7 3

/8" M

AX.

-7 3/8" MAX.

-7 3/8" MAX.

- 2" M

AX.

-2" MAX.

8.

19.

8.

8. 9. 3.

3.

4.

12.

29.

29.

31.

31.

31.

31. 31.

31.

0' - 0"

31.

29. 1' -

6"

1' -

0"

11' -

5"

3' -

9"

7' -

9"

1' -

8"

1' -

1"

-7 3/8" MAX.

-7 3

/8" M

AX.

-7 3

/8" M

AX.

-7 3/8" MAX. -7 3/8" MAX.

23.

ELEV.

3' - 1" 4' - 3" 4' - 3" 2' - 11" 3' - 3" 3' - 1"

4' - 3" 5' - 2" 8' - 9"

1/4" =

1'-0

"

SLO

PE

2' - 6" 4' - 8" 1' - 8"

7' -

2"

6' -

11"

3' - 2" 3' - 7" 3' - 2"

30.

30.

PATIO 2

-2"

0' - 8" 9' - 7" 3' - 7" 8' - 9" 9' - 7"

PATIO 1BELOW

21.

1

1/4" = 1'-0"

SLOPE

1

1/4" = 1'-0"

SLOPE

1

1/4" = 1'-0"

SLOPE

1

1/4" =

1'-0

"SLO

PE

1

CLR

4' - 5"

CLR

4' - 6"

1

2 X 4 STUDS

2 X 6 STUDS

CONCRETE WALLS

1 1/12" STUDS



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

1S

T F

LO

OR

PL

AN

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A1.209/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

FIRST FLOOR PLAN

FLOOR PLAN KEY


FLOOR PLAN LEGEND

























KITCHEN

1. DOUBLE OVEN




5. MICROWAVE






11. DISHWASHER


BATHROOMS & UTILITY








20. LAUNDRY SINK.







26. FURRING WALL





MISCELLANEOUS






COMMENTS DATE

BLDG. DPT. 08-10-16

1 REVISION 1 Date 2

1

1

UP

DN

A

A2.1

A

A2.1

B

A2.1

B

A2.1

C

A2.2

C

A2.2

D

A2.2

D

A2.2

E

A2.3

E

A2.3

F

A2.3

F

A2.3

G

A2.4

G

A2.4

H

A2.4

H

A2.4

I

A2.5

I

A2.5

81' - 4"

62' -

6"

62' -

6"

81' - 4"

10' -

1"12

' -

4"

6' -

6"

25' -

6"

8' -

1"

1' -

9"

4' -

10"

4' -

10"

3' -

2"

1' -

6"

9' -

5"

5' -

11"

2' -

2"

30' - 8" 2' - 4" 4' - 11" 8' - 2" 9' - 11" 4' - 6" 14' - 6" 6' - 4"

8' -

1"2' -

0"

6' -

0"

4' -

1"14

' -

2"

2' -

6"

15' -

2"

3' -

4"

7' -

2"

22' - 1" 8' - 10" 15' - 0" 13' - 0" 16' - 1" 6' - 4"5' -

3"

3' -

6"

3' -

7"

8' -

5"

2' -

6"

1' -

6"

14' -

11"

3' -

4"

13' -

8"

9' -

3"

9' - 3"1' - 3"

1' - 3" 3' - 2" 1' - 10" 4' - 5" 10' - 2" 3' - 2" 4' - 0" 4' - 0" 2' - 2"

13' - 2 1/2"

13' - 2"

15' - 10" 10' - 1" 5' - 9" 4' - 6" 8' - 6"

4' -

3"

7' -

11"

5' -

6"

6' -

2"

3' -

8"

7' -

7"

15' -

2"

1' -

10

"6' -

1"9' -

4"

5' -

5"

6' -

8"

5' -

1"

3' -

0"

3' -

10"

13' - 5"

13' - 5"

3' -

9"

11' -

5"

SF-02

SF-19SF-18

-3"

C T

C T

T C

CT

T PT

T PT

-3"

HALL 210-0" CLG

CARPET

OPEN TOBELOW

LOFT OPT.

BR 610-0" CLG

CARPET

SF-04

SF-03

SF-05

D.02

I.01

B.01

SF-20

D.04

D.06

C.04 C.04

SF-14

SF-15

SF-13

SF-12

SF-11

SF-17

SF-16

SF-09

SF-10

SF-08

SF-07

SF-06

SF-01

C.05

C.05

D.07

18.

14.

13.

24.

16.

19.

18.

20.

28.

29.

19.

18.

26.

32.

33.

34.

33.

33.

33.

33.

33.

33.

34.

32.

32.

32.

C.05

D.03

D.02

DECK 28-9" CLG

WOOD DECK

BEDROOM 310-0" CLG

CARPET

BA 310-0" CLG

TILE

BEDROOM 410-0" CLG

CARPET

LAUNDRY10-0" CLG

TILE

BA 410-0" CLG

TILE

MASTER SUITE10-0" CLG

CARPET

W.I.C.10-0" CLG

PORCELAIN TILE

MASTER BATH10-0" CLG

TILE

DECK 38-9" CLG

WOOD DECK

DECK 48-9" CLG

WOOD DECK

19.

8.

8.

8.

19.

D.05

D.04

15.

28.

8.

8.

9.

9.

8.

13' - 2"

-3"

29.

29.

29.

29.

29.

29.

TW

D

6' -

6 1

/2"

20

' -

1"

33.

9' - 9" 3' - 4" 9' - 3" 6' - 5" 6' - 6"

3' - 1" 8' - 9" 5' - 1" 3' - 5" 4' - 4" 2' - 4" 3' - 8" 2' - 11" 4' - 7" 7' - 0" 3' - 3" 3' - 1"3' - 2"

14' -

0"

3' - 2"EQ EQ

3' - 2" 4' - 6" 12' - 6" 1' - 11" 1' - 10" 6' - 10" 6' - 4" 3' - 4" 7' - 5" 2' - 3" 2' - 1" 2' - 3" 9' - 3" 2' - 6"

1' -

0"

1' -

6"

ELEV.

4' - 8" 1' - 8"

6' -

1"1' -

1"33.

1/4" =

1'-0

"

SLO

PE

1/4" =

1'-0

"

SLO

PE

1/4" =

1'-0

"

SLO

PE

1' -

10

"2' -

3"

B.16

B.17

B.12 B.20

1/4" =

1'-0

"

SLO

PE

13' - 2"

1/4"=1'-0"

SLOPE

1/4" =

1'-0

"

SLO

PE

13' - 5"

13' - 3"

TW

D

TW

D

21.

21.

CLR

3' - 5"

1

CLR

4' - 1 1/2"

CLR

3' -

11" 1

1

1

1

CLR

4' - 6"

1

2 X 4 STUDS

2 X 6 STUDS

CONCRETE WALLS

1 1/12" STUDS



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

2N

D F

LO

OR

PL

AN

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A1.309/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

SECOND FLOOR PLAN

FLOOR PLAN KEY


FLOOR PLAN LEGEND

























KITCHEN

1. DOUBLE OVEN




5. MICROWAVE






11. DISHWASHER


BATHROOMS & UTILITY








20. LAUNDRY SINK.







26. FURRING WALL





MISCELLANEOUS






COMMENTS DATE

BLDG. DPT. 08-10-16

1 REVISION 1 Date 2

1

A

A2.1

A

A2.1

B

A2.1

B

A2.1

C

A2.2

C

A2.2

D

A2.2

D

A2.2

E

A2.3

E

A2.3

F

A2.3

F

A2.3

G

A2.4

G

A2.4

H

A2.4

H

A2.4

I

A2.5

I

A2.5

8' -

0"

8' -

11"

1' -

0"

0' - 11" 3' - 6 1/2" 0' - 11"

DN

ROOFABOVE

ROOF DECKWOOD DECK

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" =

12"

SLO

PE

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

PWR 2

ROOFABOVE

T

CR

D

RF-02

RF-03

RF-01

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" =

12"

SLO

PE

1/4" =

12"

SLO

PE

1/4" =

12"

SLO

PE

RIDGERIDGE

1/4" =

12"

SLO

PE

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" =

12"

SLO

PE

1/4" =

12"

SLO

PE

1/4" =

12"

SLO

PE

1/4" = 12"

SLOPE

1/4" =

12"

SLO

PE

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" =

12"

SLO

PE

6' -

7"

2' -

0"

1/4" = 12"

SLOPE

34.

34.

34.3'-6'' EXTERIORGLASS RAILING

33.

3'-6'' EXTERIORGLASS RAILING


24.

33.

18.


EXTERIORGLASS RAILING

28.

1/4" = 12"

SLOPE

1/4" =

1 2"

SLO

PE

8.

19.

6" RAISEDBOTTOMPARAPET

6" RAISEDBOTTOMPARAPET

1/4" =

12"

SLO

PE

28' - 8 1/2"

27' - 8 1/2"

27' - 8 1/2"

25' - 8 1/2"

27' - 8 1/2"

33' - 7 1/2"

DOWNSPOUT

LOCATION OF FREE STANDINGJACUZZI TUB

17' -

11"

4' - 6" 3' - 5"

7' - 11"

ACCESSIBLE ROOF

NOT ACCESSIBLE ROOF

NOT ACCESSIBLE ROOF

NOT ACCESSIBLE ROOF

NOT ACCESSIBLE ROOF

2 X 4 STUDS

2 X 6 STUDS

CONCRETE WALLS

1 1/12" STUDS

1/4" = 1'-0"

SLOPE

1/4" = 1'-0"

SLOPE



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

RO

OF

PL

AN

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A1.409/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

ROOF PLAN

FLOOR PLAN KEY

SCALE: 1/4" = 1'-0"

ELEVATOR ROOF PLANSCALE: 1/4" = 1'-0"

BATH & STAIR ROOF PLAN

ROOF PLAN NOTES1. GENERAL CONTRACTOR SHALL VERIFY THE NET FREE

VENTILATION OF THE VENT PRODUCT SELECTEDAGAINST THOSE NOTED BELOW. THE REQUIREDVENTILATION SHALL BE MAINTAINED. PROVIDEINSULATION STOP SUCH THAT INSULATION DOES NOTOBSTRUCT FREE AIR MOVEMENT AS REQUIRED BYTHE CBC.

2. ROOFER SHALL PROVIDE AND INSTALL ALL G.S.M.FLASHING PER PLAN OR PER LATEST INDUSTRYSTANDARDS.

3. REFER TO STRUCTURAL ROOF PLANS FOR FRAMINGSPECS.

4. INSTALL 1 LAYER OF #30 LB FELT UNDERLAYMENT.

5. TRUSSES AS PER STR. DRAWINGS


FLOOR PLAN LEGEND

KITCHEN

1. DOUBLE OVEN




5. MICROWAVE






11. DISHWASHER


BATHROOMS & UTILITY








20. LAUNDRY SINK.







26. FURRING WALL





MISCELLANEOUS






COMMENTS DATE

BLDG. DPT. 08-10-16

10' -

0"

12' -

0"

DECK 1 ENTRY PDR GUEST SUITE

GARAGE

F.FL. OF ROOF DECK

T.PL.

T.PL.

T.PL.

T.O.S

F.FL.

F.FL.

STORAGE 1ENTRY

BA 6 BEDROOM 5

STORAGE 2

5.

5.

5.

1.

4.

4.

3' -

0"

8.

DECK 2 BEDROOM 3

4.

9' -

0"

F.FL. OF ROOF DECK

T.PL.

T.PL.

T.PL.

T.O.S

F.FL.

F.FL.

2.

2.

5.

9' -

0"

12' -

0"

10' -

0"

3' -

6"

1' -

6"

8' -

6"

5' -

6"

1' -

0"

11' -

0"

11

7.

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE 1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

10' -

0"

12' -

0"

DECK 1 ENTRY PDR GUEST SUITE BA 2

GARAGE

STORAGE 1

BA 6 BEDROOM 5

F.FL. OF ROOF DECK

T.PL.

F.FL.

F.FL.

T.O.S

T.PL.

T.PL.

BA 5

5.

5.

5.

5.

5.

1.

4.

4.

4.4.

8.

DECK 2 BEDROOM 3

ELEV.

ELEV.

ELEV.

ELEV.

BA 3

9' -

0"

3' -

6"

11.

8.

7.

7.

F.FL. OF ROOF DECK

T.PL.

F.FL.

F.FL.

T.O.S

T.PL.

T.PL.

3' -

0"

12' -

0"

10' -

0"

1' -

6"

5' -

0"

3' -

6"

9' -

0"

1' -

0"

3' -

6"

11' -

0"

1/4" = 12"

SLOPE1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

5.

12.

13.

4' -

0"

CONCRETE TILE ROOFING, OVER ROOFUNDERLAYMENT.ROOF TRUSSES, SEE FRAMING PLANSFLOOR FRAMING, SEE FRAMING PLANSGYPSUM BOARD - TYPICALINSULATION - R-13 WALLS AND R-30 CEILING5/8" GYPSUM BOARD OVER 1/2" PLYWOOD, AT POTSHELFFLOOR SHEATING OVER FLOOR JOISTS W R-13INSULATIONCONCRETE SLAB, REFER TO SLAB DIMENSION PLAN(EXTERIOR SLAB SLOPE 1/4" PER FOOT)5/8" TYPE "X" GYPSUM BOARD TYP.ONE LAYER OF 5/8" TYPE "X" GYP. BD. AT ALLCEILINGS BETWEEN HABITABLE SPACE IN HOUSE &GARAGE5/8" GYP. BD. AT ALL USABLE SPACE UNDER STAIRS(U.N.O.)MIN. PIT DEPTH (8")MAX. PIT DEPTH (17")

1.

2.3.4.5.6.

7.

8.

9.10.

11.

12.13.

SEE FRAMING PLANS FOR ALL STRUCTURAL NOTES ANDDETAILSROOF TRUSS DRAWINGS AND CALCULATIONS MUST BEREVIEWED BY THE STRUCTURAL ENGINEER AND APPROVEDBY THE BUILDING DEPARTMENT PRIOR TO THE START OFCONSTRUCTIONLUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURETREATEDREFER TO CIVIL DRAWINGS FOR RETAINING WALLLOCATIONS AND ELEVATION HEIGHTS. REFER TOSTRUCTURAL DRAWINGS FOR RETAINING WALLCONSTRUCTION AND FOOTING INFORMATIONMINIMUM WALL INSULATION: R-13 MINIMUM CEILING/ROOFINSULATION: R-30ALL LIGHTING FIXTURES RECESSED INTO CEILINGS SHALL BEAPPROVED FOR ZERO CLEARANCE (I.C. RATED)

1

2

3

4

5

6



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

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uxury

Est

ates

, L

LC

4340 V

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arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

BU

ILD

ING

SE

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ION

S 1

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SID

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CE

ON

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14

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AL

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RN

IA

A2.109/15/16

13131 L

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SCALE: 1/4" = 1'-0"

BUILDING SECTIONA

SCALE: 1/4" = 1'-0"

BUILDING SECTIONB

SECTION LEGEND

SECTION NOTES

COMMENTS DATE

BLDG. DPT. 08-10-16

12' -

0"

DINING LIVING

10' -

0"

GARAGE

PANTRY

PWR 2

F.FL. OF ROOF DECK

T.PL.

T.OS.

T.PL.

F.FL.

T.PL.

F.FL.

LOFT OPT.

BR 6

GAME ROOM

BEDROOM 4LAUNDRY BA 4 MASTER SUITE

9' -

0"

3' -

6"

1' -

6"

7' -

0"

1' -

6"

1' -

0"

3' -

11"

5' -

1"

F.FL. OF ROOF DECK

T.PL.

T.PL.

F.FL.

T.PL.

F.FL.

3' -

6"

1' -

6"

8' -

6"

0' -

6"

11' -

6"

12' -

0"

10' -

0"

8' -

10"

8.

4.

4.

1.

5.5.

11' -

0"

1/4" = 12"

SLOPE

1/4" = 1'-0"

SLOPE



5.

5.

4.

12' -

0"

KITCHEN NOOK

10' -

0"

F.FL. OF ROOF DECK

T.PL.

F.FL.

T.PL.

T.O.S

T.PL.

F.FL.

OPT. BR 7 / BA 8GAME ROOMPATIO 1

BUTLERS

PANTRY

LOFT OPT.

BR 6

BEDROOM 4 W.I.C. MASTER BATH

COVERED

PATIO 1

9' -

0"

3' -

6"

1' -

6"

7' -

0"

1' -

6"

1' -

0"

11' -

0"

3' -

6"

10' -

0"

12' -

0"

9' -

0"

0' -

6"

11' -

6"

8' -

6"

1' -

6"

F.FL. OF ROOF DECK

T.PL.

F.FL.

T.PL.

T.O.S

T.PL.

F.FL.

8.

5. 5.

1. 1.

4.

4.

7.

7.

1/4" = 12"

SLOPE1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE



10' -

9"

10' -

0"


1

2

3

4

5

6


1.

2.3.4.5.6.

7.

8.

9.10.

11.

12.13.



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

BU

ILD

ING

SE

CT

ION

S 2

RE

SID

EN

CE

ON

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14

LE

MO

N

HI

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L

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ES

TA

TE

S

NO

RT

H T

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TIN

, C

AL

IFO

RN

IA

A2.209/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

BUILDING SECTIONC

SCALE: 1/4" = 1'-0"

BUILDING SECTIOND

SECTION NOTES

SECTION LEGEND

COMMENTS DATE

BLDG. DPT. 08-10-16

10' -

0"

12' -

0"

LIVING DECK 1

F.FL. OF ROOF DECK

T.PL.

T.PL.

F.FL.

T.PL.

F.FL.

GARAGE

DECK 2MASTER SUITEMASTER BATHDECK 3

COVERED

PATIO 1

F.FL. OF ROOF DECK

T.PL.

T.O.S

T.PL.

F.FL.

F.FL.

9' -

0"

8.

4.

5.

5.

1.2.

12' -

0"

10' -

0"

3' -

6"

3' -

3"

5' -

3"

1' -

6"

11' -

0"

1' -

0"

2' -

0"

1' -

6"

5' -

0"

1' -

6"

3' -

6"

7.

7.

T.PL.

1/4" = 12"

SLOPE

5.

SLOPE PER PLAN SLOPE PER PLAN

SLOPE PER PLAN

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE



4.

11' -

3"

1' -

0"

2' -

6"

3' -

6 1

/2"

0' -

9"

11' -

3"

NOOK LIVING DECK 1KITCHEN BEYOND HALL I BEYOND

10' -

0"

12' -

0"

F.FL.

F.FL. OF ROOF DECK

T.PL.

F.FL.

T.PL.

T.PL.

OPT. BR 7 / BA 8 OPT. BR 7 / BA 8

DECK 2MASTER SUITEW.I.C.

COVERED

PATIO 1

9' -

0"

3' -

6"

F.FL.

F.FL. OF ROOF DECK

T.PL.

F.FL.

T.PL.

T.O.S.

T.PL.

3' -

6"

5' -

0"

1' -

6"

3' -

6"

1' -

6"

8' -

6"

0' -

6"

8' -

0"

3' -

6"

12' -

0"

10' -

0"

7.

7.

1.2.

4.

1' -

0"

7' -

9"

3' -

6"




SLOPE PER PLAN

5.

5.

5.4.


SLOPE PER PLAN

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

1' -

5"

7' -

7"


1

2

3

4

5

6


1.

2.3.4.5.6.

7.

8.

9.10.

11.

12.13.



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

BU

ILD

ING

SE

CT

ION

S 3

RE

SID

EN

CE

ON

E L

OT

14

LE

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HI

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L

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Y

ES

TA

TE

S

NO

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H T

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TIN

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AL

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RN

IA

A2.309/15/16

13131 L

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SCALE: 1/4" = 1'-0"

BUILDING SECTIONE

SCALE: 1/4" = 1'-0"

BUILDING SECTIONF

SECTION NOTES

SECTION LEGEND

COMMENTS DATE

BLDG. DPT. 08-10-16

KITCHEN HALL 1

ENTRY

10' -

0"

12' -

0"

F.FL.

F.FL. OF ROOF DECK

T.PL.

T.O.S

T.PL.

F.FL.

T.PL.

PANTRY

STORAGE 1

GAME ROOM

LAUNDRYBEDROOM 4 HALL 2

9' -

0"

F.FL.

F.FL. OF ROOF DECK

T.PL.

T.O.S

T.PL.

F.FL.

T.PL.

9' -

0"

12' -

0"

10' -

0"

5.

1.

4.

2.

11

7.

3' -

6"

3' -

6"

3' -

6"

8' -

0"

0' -

6"

8' -

6"

1' -

6"

6' -

0"

3' -

0"




1/4" = 12"

SLOPE

1/4" = 12"

SLOPE

SLOPE PER PLAN

5.

5.

4.

10' -

0"

10' -

0"

12' -

0"

DINING

F.FL. OF ROOF DECK

T.PL.

F.FL.

T.PL.

F.FL.

T.PL.

T.O.S

HALL 2

PWR 2

STORAGE 2

GAME ROOM PATIO 1

BUTLERS

PANTRY

LOFT OPT.

BR 6

F.FL. OF ROOF DECK

T.PL.

F.FL.

T.PL.

F.FL.

T.PL.

T.O.S

9' -

0"

12' -

0"

10' -

0"

9' -

0"

3' -

6"

8' -

0"

0' -

6"

3' -

3"

5' -

3"

1' -

6"

3' -

6"

8' -

10"

3' -

6"

3' -

6"

8' -

10"

4' -

0"

4' -

10"

6' -

6"

1.

4.

2.

7.

4.




5.

5.

5.

5.

1/4" = 12"

SLOPE

1/4" = 12"

SLOPE 1/4" = 12"

SLOPE

SLOPEPERPLAN


1

2

3

4

5

6


1.

2.3.4.5.6.

7.

8.

9.10.

11.

12.13.



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

BU

ILD

ING

SE

CT

ION

S 4

RE

SID

EN

CE

ON

E L

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14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

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TIN

, C

AL

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RN

IA

A2.409/15/16

13131 L

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Lan

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SCALE: 1/4" = 1'-0"

BUILDING SECTIONG

SCALE: 1/4" = 1'-0"

BUILDING SECTIONH

SECTION NOTES

SECTION LEGEND

COMMENTS DATE

BLDG. DPT. 08-10-16

10' -

0"

12' -

0"

GUEST SUITE

BEDROOM 5

F.FL. OF ROOF DECK

T.PL.

T.PL.

T.PL.

F.F.L.

F.F.L.

T.O.S.

BEDROOM 3

PATIO 2

SLOPE PER PLAN

5.

5.

5.

2.

8.

DECK 4

F.FL. OF ROOF DECK

T.PL.

T.PL.

T.P.L.

F.F.L.

F.F.L.

3' -

6"

9' -

0"

12' -

0"

10' -

0"

3' -

6"

8' -

0"

4' -

0"

1' -

6"

3' -

0"

3' -

6"

0' -

6"

3' -

3"

5' -

3"

3' -

6"

1' -

6"

3' -

6"

8' -

6"

3' -

3"

8' -

0"

4.


1/4" = 12"

SLOPE


1

2

3

4

5

6


1.

2.3.4.5.6.

7.

8.

9.10.

11.

12.13.



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

BU

ILD

ING

SE

CT

ION

S 5

RE

SID

EN

CE

ON

E L

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14

LE

MO

N

HI

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L

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Y

ES

TA

TE

S

NO

RT

H T

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TIN

, C

AL

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RN

IA

A2.509/15/16

13131 L

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Lan

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SCALE: 1/4" = 1'-0"

BUILDING SECTIONI

SECTION NOTES

SECTION LEGEND

COMMENTS DATE

BLDG. DPT. 08-10-16

3' -

0"

0' -

4"

8.

13.

3' -

0"

0' -

4"

13.

8.

3' -

0"

0' -

4"

2' -

0"

2' -

6"

3.

8.

9.

11.13.

DRY DW

0' -

4"

3' -

0"

2' -

0"

2' -

6"

DOUBLEOVEN

FREEZER

1.

8.

9.

3' -

0"

0' -

4"

OVEN

FF-14COOKTOP

9.

8.

2

0' -

4"

3' -

0"

13.

8.

0' -

4"

13.

8.

SF-16SF-118.

13.

SF-14

C.04C.04

8.

13.

3' -

0"

0' -

4"

13.

8.

3' -

0"

0' -

4"

13.

8.

3' -

0"

10.

3' -

0"

5' -

10"

2' -

0"

6. 6.6.

0' -

4"

3' -

0"

1' -

2"2' -

6"

WASH

0' -

4"

3' -

0"

2' -

0"

2' -

6"

COOKTOP

12.

9.

OVEN

3' -

0"

0' -

4"

2' -

0"

2' -

6"

DW

8.

9.

7.

13.

8. 10. 8.

3' -

0"

0' -

6"

3' -

0"

8.

3' -

0"

DW

8.

0' -

4"4' -

0"

OVEN48" COOKTOP 48" HOOD ABOVE VENT HOOD TO OUTSIDE AIRW/BACKDRAFT DAMPERVEGETABLE SINK WITH GARBAGE DISPOSALREFRIGERATOR SPACE W/RECESSED STUB-OUT FOR ICE MAKERMICROWAVEPANTRY W/SHELVESSINGLE SINK WITH GARBAGE DISPOSALCOUNTER AT 36" AFF. PER INTERIOR ELEVATIONSUPPER CABINETS PER INTERIOR ELEVATIONSKITCHEN ISLAND W/KNEE SPACE, PER INTERIOR ELEV.DISHWASHER30" COOKTOP 30" HOOD ABOVE VENT HOOD TO OUTSIDE AIRW/BACKDRAFT DAMPERSHOWER ENCLOSURE

1.2.

3.4.5.6.7.8.9.10.11.12.13.



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

INT

ER

IOR

EL

EV

AT

ION

S

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

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S

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TIN

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RN

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A2.609/15/16

13131 L

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SCALE: 1/4" = 1'-0"

BATH #5

SCALE: 1/4" = 1'-0"

BATH #6

SCALE: 1/4" = 1'-0"

KITCHEN

SCALE: 1/4" = 1'-0"

BATH #3SCALE: 1/4" = 1'-0"

BATH #4

SCALE: 1/4" = 1'-0"

MASTER BATH

SCALE: 1/4" = 1'-0"

POWDER

SCALE: 1/4" = 1'-0"

BATH #2

SCALE: 1/4" = 1'-0"

PANTRY

SCALE: 1/4" = 1'-0"

W.I.C.

DB C

A B C

A B

SCALE: 1/4" = 1'-0"

BUTLERS PANTRY

BA

A

C

A A A A

A

SCALE: 1/4" = 1'-0"

ISLANDA B C D

A

AA

SCALE: 1/4" = 1'-0"

FIREPLACE

INTERIOR ELEVATIONS

COMMENTS DATE

6' -

0"

6' -

0"0' -

4"

3' -

0"

8.

13.

3' -

0"

2' -

6"

0' -

4"

1' -

2"

3' -

0"

0' -

4"9.

8.

3' -

0"

0' -

4"

1' -

2"

2' -

6"

WASHSPACE

8.

9.

7.

13.

3' -

0"

0' -

4"

1' -

2"

2' -

6"

SF-078.

9.

13.

3' -

0"

0' -

4"

1' -

2"

2' -

6"

3' -

0"

3' -

0"

0' -

4"

OVEN48" COOKTOP 48" HOOD ABOVE VENT HOOD TO OUTSIDE AIRW/BACKDRAFT DAMPERVEGETABLE SINK WITH GARBAGE DISPOSALREFRIGERATOR SPACE W/RECESSED STUB-OUT FOR ICE MAKERMICROWAVEPANTRY W/SHELVESSINGLE SINK WITH GARBAGE DISPOSALCOUNTER AT 36" AFF. PER INTERIOR ELEVATIONSUPPER CABINETS PER INTERIOR ELEVATIONSKITCHEN ISLAND W/KNEE SPACE, PER INTERIOR ELEV.DISHWASHER30" COOKTOP 30" HOOD ABOVE VENT HOOD TO OUTSIDE AIRW/BACKDRAFT DAMPERSHOWER ENCLOSURE

1.2.

3.4.5.6.7.8.9.10.11.12.13.



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

INT

ER

IOR

EL

EV

AT

ION

S

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A2.709/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

W.I.C. GUEST SUITE

D A

SCALE: 1/4" = 1'-0"

W.I.C. MASTER BEDROOM

BC

SCALE: 1/4" = 1'-0"

PWR #2

SCALE: 1/4" = 1'-0"

LAUNDRY

INTERIOR ELEVATIONS

D B A

ABCD

COMMENTS DATE

F.FL OF ROOF DECK

T.PL

T.PL

F.FL

F.FL

10' -

0"

12' -

0"

D.06 D.05D.04 D.04

B.03

FF-16

B.06

B.09B.08 B.08

B.07 B.07

B.15B.14

B.13 B.21

3

5

7

8

9

9

5

5

5

7

7

8

33' -

7 1

/2"

8' -

0"

8' -

0"

HDR.

HDR.

F.FL OF ROOF DECK

T.PL

T.PL

F.FL

F.FL

10' -

0"

12' -

0"

C.05D.02

FF-05D.02

C.02 B.05 B.05 B.05

FF-11

RF-03

3

5

7

7 5 5

5

5

7

7

33' -

7 1

/2"

8' -

0"

8' -

0"

HDR.

HDR.

1.

2.3.4.

5.6.7.8.9.10.11.12.

CONCRETE ROOFING, OVER ROOF UNDERLAYMENT, PER ROOFING MFR,REFER TO DETAILS.STUCCO WRAPPED FASCIA, SMOOTH FINISH REFER TO ROOFING DETAILS.RAKED STUCCO.ADDRESS, LIGHTED & CLEARLY VISIBLE FROM STREET. NUMBERS SHALLCONSTRAST WITH THEIR BACKGROUND, MINIMUM HIEGHT OF NUMBERS: 6''.MINIMUM STROKE: 1''.GREY SMOOTH STUCCOWHITE STUCCOMEDIUM GREY SMOOTH STUCCOWHITE WINDOWS36'' HIGH GUARDRAILPRIMED/SEALED AND PAINTED METAL ROLL UP GARAGE DOORPOINT OF CONNECTION FOR ELECTRIC, TELEPHONE, CABLE T.V. SERVICESGSM STUCCO SCREED



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

EL

EV

AT

ION

S (

RIG

HT

-LE

FT

)

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A3.109/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

LEFT ELEVATION

SCALE: 1/4" = 1'-0"

RIGHT ELEVATION

ELEVATION NOTESROOFING:

FASCIA &BARGE:

STUCCO WRAPPED FASCIA & BARGE. REFER TO DETAILS.

VAPORBARRIER:

PROVIDE VAPOR BARRIER AROUND ALL WALL PENETRATIONSINCLUDING DOORS, WINDOWS AND VENTS PER DETAILS.

EXTERIORWALLS:

PAINTED 3-COAT EXTERIOR PLASTER 7/8" THICK THREE-COATPORTLAND CEMENT WITH HAND APPLIED 20/20 SAND GRIT FINISHOVER LATH AND BUILDING PAPER ( PROVIDE 2 LAYERS OFGRADE D PAPER AT SHEAR WALLS, AND WOOD SHEATING)

DOORS /WINDOWS:

1.WINDOWS & DOORS: STUCCO WRAPPED FOAM TRIM, PERELEVATION.

EXTERIORSOFFITS:

1. STUCCO OVER HIGH RIBBED METAL LATH OVER VAPORBARRIER

TRIM: SMOOTH TROWEL TRIM BY CANAMOULD, SEE ELEVATION FOR SIZEAND LOCATION. ALL DECORATIVE METAL TRIM SHALL BEGALVANIZED.

ELEVATION LEGEND

COMMENTS DATE

BLDG. DPT. 08-10-16

12' -

0"

10' -

0"

F.FL OF ROOF DECK

T.PL

F.FL

T.PL

F.FL

T.PL

T.OS

SF-18 SF-19

FF-18 FF-19

B.10 B.10B.10 B.10

BF-01 BF-02

FF-01B.11

B.18

B.12 B.20

B.19

B.01

B.01

SF-02

FF-04

I.01

I.01

3

4

5

5

5

5

5

3

3

7

7

7

7

7

5

10 10

8

8

9

9

9

BF-11

9' -

0"

FR

OM

PEAK O

F R

OO

F T

O L

OW

EST P

OIN

T A

T B

ASEM

ENT L

EV

EL

43' -

10 1

/2"

10' -

10"

8' -

0"

HDR.

HDR.

33' -

7 1

/2"

13131Lemon

Leaf Lane

1

12' -

0"

F.FL OF ROOF DECK

T.PL

F.FL

T.PL

F.FL

10' -

0"

D.02 D.03

C.02 C.03

D.02 D.03

B.02 B.02

C.05 C.05

FF-12

J.01

B.02 B.02

D.07

B.02 B.02 B.04 B.04

FF-17FF-15

C.04 C.04

SF-14

RF-01RF-02

5

7

5

5

7

7

7

7

8

8

9

9

9

33' -

7 1

/2"

8' -

0"

8' -

0"

HDR.

HDR.

1.

2.3.4.

5.6.7.8.9.10.11.12.

CONCRETE ROOFING, OVER ROOF UNDERLAYMENT, PER ROOFING MFR,REFER TO DETAILS.STUCCO WRAPPED FASCIA, SMOOTH FINISH REFER TO ROOFING DETAILS.RAKED STUCCO.ADDRESS, LIGHTED & CLEARLY VISIBLE FROM STREET. NUMBERS SHALLCONSTRAST WITH THEIR BACKGROUND, MINIMUM HIEGHT OF NUMBERS: 6''.MINIMUM STROKE: 1''.GREY SMOOTH STUCCOWHITE STUCCOMEDIUM GREY SMOOTH STUCCOWHITE WINDOWS36'' HIGH GUARDRAILPRIMED/SEALED AND PAINTED METAL ROLL UP GARAGE DOORPOINT OF CONNECTION FOR ELECTRIC, TELEPHONE, CABLE T.V. SERVICESGSM STUCCO SCREED



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

EL

EV

AT

ION

S (

FR

ON

T-B

AC

K)

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A3.209/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

FRONT ELEVATION

SCALE: 1/4" = 1'-0"

BACK ELEVATION

ELEVATION NOTESROOFING:

FASCIA &BARGE:

STUCCO WRAPPED FASCIA & BARGE. REFER TO DETAILS.

VAPORBARRIER:

PROVIDE VAPOR BARRIER AROUND ALL WALL PENETRATIONSINCLUDING DOORS, WINDOWS AND VENTS PER DETAILS.

EXTERIORWALLS:

PAINTED 3-COAT EXTERIOR PLASTER 7/8" THICK THREE-COATPORTLAND CEMENT WITH HAND APPLIED 20/20 SAND GRIT FINISHOVER LATH AND BUILDING PAPER ( PROVIDE 2 LAYERS OFGRADE D PAPER AT SHEAR WALLS, AND WOOD SHEATING)

DOORS /WINDOWS:

1.WINDOWS & DOORS: STUCCO WRAPPED FOAM TRIM, PERELEVATION.

EXTERIORSOFFITS:

1. STUCCO OVER HIGH RIBBED METAL LATH OVER VAPORBARRIER

TRIM: SMOOTH TROWEL TRIM BY CANAMOULD, SEE ELEVATION FOR SIZEAND LOCATION. ALL DECORATIVE METAL TRIM SHALL BEGALVANIZED.

ELEVATION LEGEND

COMMENTS DATE

BLDG. DPT. 08-10-16

1 REVISION 1 Date 2

2

2

3

3

GFI

GFI

2

3

GFI

GFI

2

2

2

AFI

AFI

AFI

AFI

AFI

AFI

GFI

AFI

AFI

2

2

TO SWITCHABOVE

TO SWITCHABOVE

GARAGE9-6" CLG

GAME ROOM9-0" CLG

M

GAS METER

200 AMP MIN.ELECTRICAL METERVERIFY EXACT LOCATIONW/UTILITY COMPANY

PATIO 1

BEDROOM 59-0" CLG

BA 59-0' CLG

OPT. BR 7 / BA 89-6" CLG

BA 69-0"

PATIO 2

STORAGE 2

STORAGE 1TO LIGHTSABOVE

220 VOLT POWER FORELECTRICAL VEHICLECHARGING UNIT

1

WALL HUNG LIGHT FIXTURE

SURFACE MOUNT LIGHT FIXTURE

HANGING LIGHT FIXTURE

RECESSED LIGHT FIXTURE

EXHAUST FAN - 50 CFM MIN - VENTED TO OUTSIDE AIR

JUNCTION BOX LIGHT FIXTURE

SWITCH

2-WAY SWITCH

3-WAY SWITCH

WHOLE HOUSE FAN SWICH WITH SIGN

GROUND FAULT INTERRUPTED DUPLEX OUTLET

ARC FAULT INTERRUPTED DUPLEX OUTLET

WEATHERPROOF GROUND FAULT INTERRUPTED DUPLEX OUTLET, TAMPERRESISTANT

WHOLE HOUSE FAN LOCATION. REFER TO ENERGY CALCULATIONS FORMODEL NUMBER DUCT SIZE, SONE RATING, CFM AND WATT DRAW. FANSHALL HAVE INSULATED LOUVERS OR COVERS (MIN. R-4.2), WHICH CLOSEWHEN FAN IS OFF (HALL SWITCH AT +10")

SMOKE ALARM HARD WIRED INTO ELECTRICAL SYSTEM (WITH BATTERYBACK/UP). DETECTORS SHALL BE INTERCONNECTED SO THAT THEACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. INSTALL PERNFPA 72, 2010 CRC & MFG. INSTALLATION INSTRUCIONS,

TELEPHONE JACK

TELEVISION CABLE

UNLESS OTHERWISE NOTED NO SCALE

1. ALL NEW INDOOR AND OUTDOOR LIGHTING SHALL BE HIGH EFFICACYLUMINARIES UNLESS ALTERNATIVE MEASURES SUCH AS DIMMER SWITCHES,OCCUPANT SENSORS, OR EXTERIOR MOTION SENSORS WITH INTEGRALPHOTO / CONTROL ARE SUBSTITUTED IN LIEU OF HIGH EFFICACYLUMINARIES, WHERE ALLOWED PRE THE RESIDENTIAL LIGHTING MEASURESSECTION ON THE MF/IR FORMS. THE LOCATIONS OF ANY SUCH APPROVEDSUBTITUTIONS, OF ANY ARE SHOWN ON THE PLANS.

2.HIGH EFFICACY AS DEFINED BY CALIFORNIA ENERGY CODE SHALL MEETTHE FOLLOWING:A. LAMPS IS WATTS OR LESS / MINIMUM OF 40 LUMENS PER WATT.B. LAMPS IS TO 40 WATTS / MINIMUM OF 50 LUMENS PER WATT.C. LAMPS 40 WATTS OR GREATER - MINIMUM OF 60 LUMENS PER

WATT.D. HIGH / EFFICACY LUMINARIES OF 13 WATTS OR HIGHER MUST HAVE

ELECTRONIC BALLASTS.E. NO SCREW - BASED FIXTURES MEET THE HIGH - EFFICACYDEFINITION.

3.PER NEC ART 210-11, BATHROOM CIRCUITING SHALL BE EITHER:A) A20-AMPERE CIRCUIT DEDICATED TO EACH BATHROOM ORB) AT LEAST ONE 20-AMPERE CIRCUIT SUPPLYNG ONLY BATHROOM RECEPTACLE OUTLETS.

LIGHTING / EXHAUST FUNS

SWITCHES

2W

HF

OUTLETS

GFI

AFI

WP

GENERAL UTILITY

TYP. INSTALLATION HEIGHT

LIGHTING REQUIREMENTS

WALL FIXTURE

CONVENIENCETV OR PHONE

82" AT B

ATH

43" AT B

ATH

49" AL K

IT/UTIL

CABINET

IN S

PLASH

TYP. 38"

12"

CONVENIENCEOUTLET

SWITCH

42" AT D

EN

46" AT S

TAND

.

48" AT P

ATIO

49" AT G

AR

AG

E

12"

3

CLIMATE CONTROL

J



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

BA

SE

ME

NT

UT

ILIT

Y P

LA

N

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A4.109/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

BASEMENT UTILITY PLAN

UTILITY PLAN NOTES

1 ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO CEILINGS SHALL BEAPROVED FOR ZERO CLEARANCE. NEC ART. 210-52 (d)

2 RECEPTACLE OUTLET LOCATIONS WILL COMPLY WITH NEC ART. 210-52 (a)

3 BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OFONE 20-AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHERCIRCUITS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM (I.C. RATED)

4 ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE-PHASE, 15-, AND20-AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT FAMILYROOMS, DINING ROOMS, LIVINGS ROOMS OR AREAS SHALL BE PROTECTEDBY A LISTED ARC-FAULT CIRCUIT INTERRUPTER.

5 ALL 125-VOLT, 15 AND 20- AMPERE RECEPTACLE OUTLETS INSTALLED INDWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,PARLLORS, LIBRARIERS, DENS, BEDROOMS, SUNROOMS, RECREATIONROOMS, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREASSHALL BE PROTECTED BY A LISTED TAMPER RESISTANT RECEPTACLE.

6 ALL BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BEDUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS AWHOLE HOUSE VENTILATION SYSTEM FANS MUST BE CONTROLLED BY AREADILY ACCESIBLE HUMIDISTAT WITH A RELATIVE HUMIDITY RANGE OF 50 TO80 PERCENT.

7 PROVIDE MIN. 100 CFM EXHAUST FAN IN KITCHEN DUCTED TO TERMINATEOUTSIDE THE BUILDING.

8 PROVIDE DETECTORS OUTSIDE EACH SEPARATE SLEEPING AREA AND ONEACH LEVEL OF DWELLING UNIT.

9 PROVIDE UFER OR OTHER APROVED GROUN PER CEC 250.

SYMBOLS LEGEND

COMMENTS DATE

1 REVISION 1 Date 2

DW

2

2

2

22

GFI

AFI

J

J

GFI

AFI

AFI

AFI

AFI

GFI

2

2

2

2

J

AFI

AFI

TO LIGHTSABOVE

TO SWITCHBELOW

TO LIGHTBELOW

LIVING12-0" CLG

KITCHEN12-0" CLG

PANTRY12-0" CLG

DINING12-0" CLG

DECK 111-3" CLG

ENTRY-

PDR12-0" CLG

GUEST SUITE12-0" CLG

BA 212-0" CLG

NOOK12-0" CLG

COVERED

PATIO 19-0" CLG

BUTLERS

PANTRY12-0" CLG

HALL 112-0" CLG

W.I.C.12-0" CLG

TO LIGHTSABOVE







SWITCH

2-WAY SWITCH

3-WAY SWITCH







TELEPHONE JACK

TELEVISION CABLE








SWITCHES

2W

HF

OUTLETS

GFI

AFI

WP

GENERAL UTILITY



WALL FIXTURE


82" AT B

ATH

43" AT B

ATH

49" AL K

IT/UTIL

CABINET

IN S

PLASH

TYP. 38"

12"

CONVENIENCEOUTLET

SWITCH

42" AT D

EN

46" AT S

TAND

.

48" AT P

ATIO

49" AT G

AR

AG

E

12"

3

CLIMATE CONTROL

J



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

FIR

ST

FL

OO

R U

TIL

ITY

PL

AN

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A4.209/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

FIRST FLOOR UTILITY PLAN

UTILITY PLAN NOTES










SYMBOLS LEGEND

COMMENTS DATE

22

2

22

2

2

2

J

J

GFI

GFI

GFI

GFI

AFI

AFI

AFI

AFI

AFI

AFI

2

TO SWITCHBELOW

TO SWITCHBELOW

MASTER SUITE10-0" CLG

MASTER BATH10-0" CLG

W.I.C.10-0" CLG

BEDROOM 410-0" CLG

LAUNDRY10-0" CLG

LOFT OPT.

BR 610-0" CLG

BEDROOM 310-0" CLG

HALL 210-0" CLG

BA 410-0" CLG

BA 310-0" CLG

DECK 28-9" CLG

DECK 38-9" CLG

DECK 48-9" CLG







SWITCH

2-WAY SWITCH

3-WAY SWITCH







TELEPHONE JACK

TELEVISION CABLE








SWITCHES

2W

HF

OUTLETS

GFI

AFI

WP

GENERAL UTILITY



WALL FIXTURE


82" AT B

ATH

43" AT B

ATH

49" AL K

IT/UTIL

CABINET

IN S

PLASH

TYP. 38"

12"

CONVENIENCEOUTLET

SWITCH

42" AT D

EN

46" AT S

TAND

.

48" AT P

ATIO

49" AT G

AR

AG

E

12"

3

CLIMATE CONTROL

J



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

SE

CO

ND

FL

OO

R U

TIL

ITY

PL

AN

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A4.309/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

SECOND FLOOR UTILITY PLAN

UTILITY PLAN NOTES










SYMBOLS LEGEND

COMMENTS DATE

PWR 212-0" CLG

ELEV.

TO SWITCHBELOW







SWITCH

2-WAY SWITCH

3-WAY SWITCH







TELEPHONE JACK

TELEVISION CABLE








SWITCHES

2W

HF

OUTLETS

GFI

AFI

WP

GENERAL UTILITY



WALL FIXTURE


82" AT B

ATH

43" AT B

ATH

49" AL K

IT/UTIL

CABINET

IN S

PLASH

TYP. 38"

12"

CONVENIENCEOUTLET

SWITCH

42" AT D

EN

46" AT S

TAND

.

48" AT P

ATIO

49" AT G

AR

AG

E

12"

3

CLIMATE CONTROL

J



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

RO

OF

UT

ILIT

Y P

LA

N

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A4.409/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

ROOF UTILITY PLAN

UTILITY PLAN NOTES










SYMBOLS LEGEND

COMMENTS DATE

A.F.F9' 6"

A.F.F9' 0"

A.F.F9' 6"

A.F.F9' 6"

A.F.F9' 0"

A.F.F9' 6"

A.F.F5' 7"

A.F.F9' 0"

A.F.F9' 0"

A.F.F9' 0"

EQ

EQ

4' -

10"

EQ EQ

9' -

4"

5' -

4"

EQ

EQ EQ EQ

1' -

10

"

5' -

1"

EQ EQ

2' -

2"

1' - 0"

EQ EQ

EQ EQ 5' - 9"

EQ EQ

1' -

3"

2' -

10"

EQ

EQ

4' -

0"

EQ 4' - 4" 1' - 2 1/2"1' - 2 1/2"4' - 4"

7' -

6"

4' - 10" 4' - 9"

EQ

EQ

4' -

0"

3' - 6"3' - 5"

A.F.F4' 10"

0' -

9"

0' - 11"

1' -

10

"

2' -

11"

4' -

10"

9' - 2"5' - 1 1/2"

11' -

3"

5' - 7 1/2"

EQ

EQ

EQ

EQ

4' -

0"

2' -

7"

EQ

EQ

6' -

0 1

/2"

6' -

10"

5' -

10"

EQ EQ

EQ

EQ

EQ

EQ




EXTERIOR OVERHEAD CAN LIGHT



LIGHTING / EXHAUST FANS

J



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

RC

P B

AS

EM

EN

T

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A5.109/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

GARAGE / BASEMENT RCP PLAN

RCP LEGEND

COMMENTS DATE

J

J

J

A.F.F12' 0"

A.F.F9' 0"

A.F.F11' 3"

A.F.F12' 0"

A.F.F12' 0"

A.F.F12' 0"

A.F.F12' 0"

A.F.F12' 0"

A.F.F12' 0"

A.F.F12' 0"

A.F.F12' 0"

A.F.F12' 0"

A.F.F11' 9"

A.F.F11' 9"

EQ EQ 4' - 10"

7' -

11"

5' -

10"

EQ

EQ

EQ EQ

4' -

9"

4' - 0" 4' - 1"

EQ

EQ

9' -

10"

9' -

9 1

/2"

EQ

EQ

EQ

EQ

5' - 0" 6' - 6"

EQ EQ

0' - 11"

2' -

5"

EQ EQ

EQ

EQ

EQ EQ

EQ

EQ

EQ 6' - 4" EQ

EQ

EQ

4' -

11"

EQ EQ

3' -

7"

0' - 11"

1' -

10

"EQ

EQ

3' -

0"

2' - 8"

5' -

2"

5' -

1 1/

2"

5' -

9 1

/2"

EQ EQ

EQ EQ 3' - 6" 7' - 9" 8' - 3"

3' - 10"

3' -

0"

4' - 2 1/2" 4' - 3 1/2"

EQ

EQ

EQ

EQ 3' -

10"

2' - 2"

3' -

5"

EQ EQ

EQ 6' - 7" EQ

EQ EQ

6' - 7"

EQ

EQ

3' -

4"

3' -

3 1

/2"

4' -

4"

4' -

10"

3' -

7"

2' -

6"

1' -

7"

A.F.F10' 9"

A.F.F10' 0"

A.F.F11' 6"

OPEN TO ABOVE

EQ

EQ

6' -

9"

2' -

7"

2' - 7" 6' - 8"

EQ EQ EQ 2' - 10"

EQ EQ

ELEV.

EQ EQ

3' - 2" 3' - 2"

3' -

11"

EQ

EQ

3' -

11"

8' -

4"

6' -

7"

6' -

7 1

/2"








J



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

RC

P F

IRS

T F

LO

OR

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A5.209/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

FIRST FLOOR RCP PLAN

RCP LEGEND

COMMENTS DATE

J

J

4' -

1"

10' - 1" 10' - 1" 4' - 0"

EQ EQ

EQ 4' - 0" EQ

EQ

EQ

1' -

0"

EQ EQ 4' - 5"

EQ 4' - 11" EQ

9' -

5"

4' -

7"

0' - 10"

1' -

9"

EQ EQ

5' -

5"

2' -

2"

3' -

7"

EQ EQ

3' - 0"

2' -

11"

EQ

EQ

EQ

EQ

3' -

3"

4' -

8" 5' - 10"

8' -

6"

7' -

2"

11' -

2"

A.F.F10' 0"

A.F.F8' 9"

A.F.F10' 0"

A.F.F10' 0"

A.F.F10' 0"

A.F.F10' 0"

A.F.F8' 9"

A.F.F10' 0"

A.F.F10' 0"

A.F.F10' 0"

A.F.F10' 0"

A.F.F8' 9"

A.F.F8' 9"

1' - 11 1/2"

7' -

0"

7' -

0"

9' -

0"

9' - 0" 7' - 10"

5' -

4"

2' -

10"

1' - 5 1/2"

EQ

EQ

5' - 3" 5' - 5"

EQ

EQ

3' - 1" 3' - 1"

3' -

7"

2' -

10"

2' -

5"

3' - 1"

EQ EQ

3' - 5"

4' -

8"

4' - 5" 4' - 5"

EQ

EQ

EQ EQ

4' -

1"

2' -

8"

2' -

8"

4' - 7"

0' - 10"

4' -

11"

3' -

6"

EQ EQ

EQ EQ 5' - 3"

EQ

EQ

3' -

6"

EQ EQ

8' -

6"

5' - 2"

EQ EQ








J



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

RC

P S

EC

ON

D F

LO

OR

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A5.309/15/16

13131 L

emon L

eaf

Lan

e

SCALE: 1/4" = 1'-0"

SECOND FLOOR RCP PLAN

RCP LEGEND

COMMENTS DATE

D.04

6' -

0"

3' - 0"

2' -

0"

6' -

0"

7' - 0"

D.06

2' -

0"

C.04

4' -

6"

1' - 6"

3' -

6"

5' -

0"

8' - 0"

D.07

3' -

0"

C.05

3' - 6"

8' -

0"

D.03

5' -

0"

4' - 0"

3' -

0"

D.02

2' - 0"

5' -

0"

3' -

0"

3' -

0"

1' - 6"

I.01

5' -

0"

3' - 0"

B.07

B.08

2' -

0"

4' -

6"

3' -

6"

J.01

B.02 B.02

2' -

0"

3' -

6"

4' -

6"

4' - 0"4' - 0"4' - 0"

C.03

D.03

5' -

0"

2' -

0"

3' -

0"

2' - 0"

C.02

D.02

2' -

0"

5' -

0"

3' -

0"

3' -

0"

1' - 6"

I.01

5' -

0"

2' -

0"

5' - 0"

C.01

7' -

2"

B.01

F

F

8' -

0"

8' -

0"

B.09

B.06

6' - 0"

2' -

0"

4' -

6"

3' -

6"

C.01

B.19

B.20B.12

B.18

B.11

5' - 0"

8' -

0"

8' -

0"

10' -

0"

2' - 6"

B.17B.16

B.14 B.15

B.13 B.21

3' - 0" 2' - 6"

8' -

0"

8' -

0"

6' -

6"

D.05

6' - 0"

6' -

0"

2' -

0"

OPERABLEFIXEDGLASS DOORSTACKING GLASSDOORENTRY DOORFIXED STOREFRONT

.31 .29 .29

.411.25 .71

.23 .25 .23

.23 .80 .73

SLIDING GLASS DOORS, FRENCH DOORS

WESTERN DOORSDEFAULT METAL SINGLE PANE GLASSDEFAULT METAL DUAL PANE GLASS AT ENTRY

U-factor SHGC



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

WIN

DO

W S

CH

ED

UL

E

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A6.109/15/16

13131 L

emon L

eaf

Lan

e

WINDOW SCHEDULES

EC

ON

D F

LO

OR

TOP OF CURB / FFL

FIR

ST

FL

OO

R

TOP OF CURB / FFL

TOP OF CURB / FFL

BA

SE

ME

NT

TOP OF CURB / FFL

F

WINDOW SCHEDULE

TYPE Mark Width Height Operation Material Count

C C.01 5' - 0" 2' - 0" 1

BASEMENT: 1

B B.01 3' - 0" 8' - 0" Vinyl 2

B B.02 4' - 0" 2' - 0" Vinyl 6

B B.03 7' - 6" 2' - 0" Vinyl 1

B B.04 6' - 6" 2' - 0" Vinyl 2

B B.05 4' - 0" 2' - 0" Vinyl 3

B B.06 6' - 0" 4' - 6" Vinyl 1

B B.07 3' - 0" 4' - 6" Vinyl 2

B B.08 3' - 0" 2' - 0" Vinyl 2

B B.09 6' - 0" 2' - 0" Vinyl 1

B B.10 4' - 0" 2' - 0" Vinyl 4

B B.11 2' - 6" 10' - 0" Vinyl 1

B B.12 2' - 6" 8' - 0" Vinyl 1

B B.13 3' - 0" 6' - 6" Vinyl 1

B B.14 3' - 0" 8' - 0" Vinyl 1

B B.15 2' - 6" 8' - 0" Vinyl 1

B B.16 3' - 0" 8' - 0" Vinyl 1

B B.17 2' - 6" 8' - 0" Vinyl 1

B B.18 2' - 6" 8' - 0" Vinyl 1

B B.19 5' - 0" 8' - 0" Vinyl 1

B B.20 5' - 0" 8' - 0" Vinyl 1

B B.21 2' - 6" 6' - 6" Vinyl 1

C C.02 2' - 0" 2' - 0" Vinyl 2

C C.03 4' - 0" 2' - 0" Vinyl 1

D D.02 2' - 0" 5' - 0" Vinyl 2

D D.03 4' - 0" 5' - 0" Vinyl 1

I I.01 1' - 6" 3' - 0" Vinyl 1

J J.01 8' - 0" 4' - 6" Vinyl 1

FIRST FLOOR: 43

C C.04 1' - 6" 4' - 6" Vinyl 2

C C.05 3' - 6" 8' - 0" Vinyl 3

D D.02 2' - 0" 5' - 0" Vinyl 2

D D.03 4' - 0" 5' - 0" Vinyl 1

D D.04 3' - 0" 6' - 0" Vinyl 2

D D.05 6' - 0" 6' - 0" Vinyl 1

D D.06 7' - 0" 6' - 0" Vinyl 1

D D.07 8' - 0" 5' - 0" Vinyl 1

I I.01 1' - 6" 3' - 0" Vinyl 1

SECOND FLOOR: 14

TOP OF HEADER

TOP OF HEADER

TOP OF HEADER

COMMENTS DATE

1 REVISION 1 Date 2

W&D NOTES1. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE

DETERMINED IN ACCORDANCE WITH ASTM E1300.

2. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUSLOCATIONS SHALL BE IDENTIFIED (ACID ETCHED, SAND BLASTED,CERAMIC FIRED, ETC) BY A MANUFACTURER'S DESIGNATION, THEMANUFACTURER OR INSTALLER AND THE SAFETY GLAZINGSTANDARD WHICH IT COMPLIES.

3. FENESTRATION PRODUCTS SHALL BE CERTIFIED FOR OVERALLU-VALUES AND OVERAL SHGC, AND CERTIFIES THAT APPLICABLE AIRINFILTRATION REQUIREMENTS ARE MET.

4. GLAZING MATERIAL SHALL BE FULLY TEMPERED,HEAT-STRENGTHENED, WIRED, APPROVED RIGID PLASTIC, ORLAMINATED IN ACCORDANCE WITH CRC308.6.2

5. NFRC VALUES:

1

G.01

8' -

0" A.F

.F.

17' - 10"

8' -

0" A.F

.F.

8' - 0"

G.02

0' -

4"

8' -

0"

2' - 4"

E.02

8' -

0"

2' - 6"

E.01

0' -

4"

8' -

0" A.F

.F.

3' - 0"

A.01

8' -

0" A.F

.F.

2' - 6"

A.03

8' -

0" A.F

.F.

2' - 8"

A.02

8' -

0" A.F

.F.

5' - 0"

B.01

8' -

0" A.F

.F.

2' - 6"

A.03

8' -

0" A.F

.F.

3' - 0"

A.01

8' -

0" A.F

.F.

2' - 4"

A.04

8' -

0" A.F

.F.

2' - 8"

A.02

8' -

0"

0' -

4"

2' - 6"

E.0110

' -

0" A.F

.F.

5' - 0"

C.01

8' -

0" A.F

.F.

4' - 0"

D.01

3' - 0"

A.01

8' -

0" A.F

.F.

2' - 8"

A.02

8' -

0" A.F

.F.

2' - 6"

8' -

0" A.F

.F.

A.03 E.01

8' -

0"

0' -

4"

2' - 6"

8' -

0" A.F

.F.

6' - 0"

B.02

8' -

0" A.F

.F.

8' - 0"

L.01

8' -

0" A.F

.F.

8' - 0"

L.01I.01

2' -

0"

4' - 0" 4' - 0" 4' - 0"

12' - 0"

B.05 B.05 B.05

SEE S

CHED

ULE

SEE SCHEDULE

6' - 6" 6' - 6"

B.04B.04

I.02

2' -

0"

SEE S

CHED

ULE

SEE SCHEDULE

8' - 0"

8' -

0" A.F

.F.

L.01

I.03

B.03

7' - 6"

2' -

0"

SEE S

CHED

ULE

SEE SCHEDULE

M.02

3' - 0"

8' -

0" A.F

.F.

A.06

6' -

8" A.F

.F.

2' - 8"

A.05

3' - 0"

6' -

8" A.F

.F.

A.07

6' -

8" A.F

.F.

2' - 4"

3' - 0"

M.01

8' -

0" A.F

.F.

3' - 0"

M.01

8' -

0" A.F

.F.


.31 .29 .29

.411.25 .71

.23 .25 .23

.23 .80 .73



U-factor SHGC



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

DO

OR

SC

HE

DU

LE

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A6.209/15/16

13131 L

emon L

eaf

Lan

e

TOP OF CURB / FFL

TOP OF CURB / FFL

TOP OF CURB / FFL

SE

CO

ND

FL

OO

RB

AS

EM

EN

T

TOP OF CURB / FFL

DOOR SCHEDULE

TOP OF CURB / FFLFIR

ST

FL

OO

RR

OO

F F

LO

OR

TOP OF CURB / FFL

COMMENTS DATE

BLDG. DPT. 08-10-16

1 REVISION 1 Date 2






5. NFRC VALUES:

1


.31 .29 .29

.411.25 .71

.23 .25 .23

.23 .80 .73



U-factor SHGC



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

DO

OR

SC

HE

DU

LE

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A6.309/15/16

13131 L

emon L

eaf

Lan

e

DOOR SCHEDULE

Mark TYPE Height Width Manufacturer Model Material Comments

BF-01 G.01 8' - 0" 17' - 10"

BF-02 G.02 8' - 0" 8' - 0"

BF-03 M.01 8' - 0" 3' - 0"

BF-04 A.01 8' - 0" 3' - 0"

BF-05 A.01 8' - 0" 3' - 0"

BF-06 A.02 8' - 0" 2' - 8"

BF-07 A.03 8' - 0" 2' - 6"

BF-08 A.03 8' - 0" 2' - 6"

BF-09 E.02 8' - 0" 2' - 4"

BF-10 A.02 8' - 0" 2' - 8"

BF-11 L.01 8' - 0" 8' - 0"

BF-12 A.03 8' - 0" 2' - 6"

BF-13 A.03 8' - 0" 2' - 6"

BF-14 E.01 8' - 0" 2' - 6"

BF-15 B.01 8' - 0" 5' - 0"

BF-16 B.01 8' - 0" 5' - 0"

BF-17 L.01 8' - 0" 8' - 0"

BF-18 L.01 8' - 0" 8' - 0"

BF-19 A.02 8' - 0" 2' - 8" SELF-SELFING & SELF-LATCHING 20 MINUTES FIRE RATED DOOR

BASEMENT: 19

FF-01 C.01 10' - 0" 5' - 0" ENTRY DOOR

FF-02 A.03 8' - 0" 2' - 6"

FF-03 A.02 8' - 0" 2' - 8"

FF-04 L.01 8' - 0" 8' - 0"

FF-05 M.01 8' - 0" 3' - 0"

FF-06 A.03 8' - 0" 2' - 6"

FF-07 A.03 8' - 0" 2' - 6"

FF-08 E.01 8' - 0" 2' - 6"

FF-09 A.04 8' - 0" 2' - 4"

FF-10 A.01 8' - 0" 3' - 0"

FF-11 I.01 8' - 0" 11' - 10" Western Window Systems 12080 Vinyl SERIES 600

FF-12 L.01 8' - 0" 8' - 0"

FF-13 D.01 8' - 0" 4' - 0"

FF-14 A.03 8' - 0" 2' - 6"

FF-15 L.01 8' - 0" 8' - 0"



FF-18 L.01 8' - 0" 8' - 0"

FF-19 L.01 8' - 0" 8' - 0"

FF-20 A.01 8' - 0" 3' - 0"

FIRST FLOOR: 20

RF-01 A.05 6' - 8" 3' - 0"

RF-02 A.06 6' - 8" 2' - 8"

RF-03 A.07 6' - 8" 2' - 4"

ROOF: 3

SF-01 A.03 8' - 0" 2' - 6"

SF-02 L.01 8' - 0" 8' - 0"

SF-03 A.03 8' - 0" 2' - 6"

SF-04 A.03 8' - 0" 2' - 6"

SF-05 E.01 8' - 0" 2' - 6"

SF-06 B.02 8' - 0" 6' - 0"

SF-07 A.02 8' - 0" 2' - 8"

SF-08 A.02 8' - 0" 2' - 8"

SF-09 A.03 8' - 0" 2' - 6"

SF-10 A.01 8' - 0" 3' - 0"

SF-11 A.02 8' - 0" 2' - 8"

SF-12 A.02 8' - 0" 2' - 8"

SF-13 A.02 8' - 0" 2' - 8"

SF-14 M.02 8' - 0" 3' - 0" Vinyl

SF-15 E.01 8' - 0" 2' - 6"

SF-16 A.03 8' - 0" 2' - 6"

SF-17 A.03 8' - 0" 2' - 6"

SF-18 L.01 8' - 0" 8' - 0"

SF-19 L.01 8' - 0" 8' - 0"

SF-20 A.01 8' - 0" 3' - 0"

SECOND FLOOR: 20

DOOR SCHEDULE

8’ - 9"7’ - 11 1/2"

7’ - 11 1/2"

7’ - 11 1/2" 11’ - 9"

14’ - 9"

COMMENTS DATE

BLDG. DPT. 08-10-16

1 REVISION 1 Date 2

1






5. NFRC VALUES:

1



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

FIN

ISH

ES

SC

HE

DU

LE

& W

AL

LT

YP

ES

RE

SID

EN

CE

ON

E L

OT

14

LE

MO

N

HI

LL

L

UX

UR

Y

ES

TA

TE

S

NO

RT

H T

US

TIN

, C

AL

IFO

RN

IA

A6X08/10/16

13131 L

emon L

eaf

Lan

e

COMMENTS DATE

4"

MIRADRI 860MEMBRANE CONT.FROM BTM. OFFTG. TO TOP OFRETAINING WALL

MIRIDRAIN 2000WALL DRAIN

FLOORFRAMING

STRUCTURAL DRAWINGSMUD SILL, REFER TO3x PRESSURE TREATED

AT PORCH

REFER TO STRUCTURAL DRAWINGS FORRETAINING WALL AND FRAMING DETAILS

NOTE:

RETAININGWALL

CONC.

NON-EXPANSIVEBACKFILL (EI < 20)

LT. WEIGHT CONC.

WATERPROOF MEMBRANEDECK TOPPING

PLYWOODEXT. GRADE

CONC. STEPSREFER TO DETAIL23 / D3

G.S.M. FLASHING

MIN.

PER STRUCT.

PE

R

1_2"

ST

RU

CT

.

CONCRETE SLABPER STRUCT.

MIRIDRI DRAINAGEAND WATERPROOFINGSYSTEM -REFER TO DETAIL

NON-EXPANSIVE

PER STRUCT.RETAINING WALL

WALL FRAMING

VISQUEEN

SAND

AIRSPACEBACKFILL (EI < 20)

8"

12"

MIRADRI 860 MEMBRANECONT. FROM BTM. OFFTG. TO SCREED

MIRIDRAIN 2000WALL DRAIN

DRYWALL

2X FRAMING

FLOORFRAMING

ADHESIVE ADMIXTURESTUCCO COLOR COAT W/

OVER MEMBRANE STRUCTURAL DRAWINGSMUD SILL, REFER TOPRESSURE TREATED

BUILDING PAPER FLOOR SHEATHING

FG


NOTE:

RETAININGWALL

CONC.

MIN

.


CONCRETE SLAB,PAVEMENT OR 12"CLAYEY SOIL CAP(90% RC)

STUCCO SCREED W/WEEP HOLES

7"

9" 1"

10" MIN.

7.7

5"

MA

X.

REFER TO CIVIL ANDLANDSCAPE DRAWINGS FORADDITIONAL INFORMATION.

SLOPE

SLOPE 1/8"TYP.

RADIUSNOSING TYP.

2"

SUBFLOOR GSM FLASHING

GSM STUCCO SCREED

BLDG. PAPER

6

3

STUCCO

GYPSUM BOARD

2x12 RIM JOIST

2x BLOCKINGM

IN.

3/4" T&G SHEATHING. EXTERIORGLUE FINISHED, PLUGGED &SANDED. (NO OSB ALLOWED ATDECK)

REINFORCING TAPE PERMANUFACTURER


3"

MIN

.LA

P

3"

MIN

.LA

P3"

MIN

.LA

P

3"

MIN

.LA

P

CERAMIC TILE

WEEP HOLES

CRUSHED TILESLOPE TO DRAIN

NOTE: TILE INSTALLATION SHALL BE PER THECURRENT EDITION OF THE "TCA HANDBOOKFOR CERAMIC TILE INSTALLATION".

WRAP ELASTOMERICSHEET MEMBRANEOVER DAM

HOTMOP APLICATIONOVER 30# FELT

LEVELING COAT OVERBROWN COAT

GALVANIZED EXPANDEDMETAL LATH

REINFORCED MORTARBED 1" TO 1-1/2"

LEVELING COAT OVERBOND COAT


TYVEK STUCCO WRAP APPLIEDVERT. OVER BACKER BOARD

DENS-SHIELD BACKERBOARD

PLYWOOD OVER SLOPEDRIPPED STRIPS

ELASTOMERIC SHEETMEMBRANE

2x6 CONT.BLOCKING

WOODSTUDS

34"

TO

TR

EA

D N

OS

ING

11_2

"1 1/4" MINIMUM

2" MAXIMUM

STEEL HANDRAIL - SHALL BE

BRACKET - SET INMASTIC AT

FASTENER

BROWNCOAT

STUCCO FINISH

CMU WALL

WALL RAIL

DESIGNED TO WITHSTAND ALOAD OF 200 LBS. APPLIEDIN ANY DIRECTION AT ANYPOINT ALONG THE RAIL

38

" M

AX

.

BLDG. PAPER

WHERE OCCURS

WHERE OCCURS

HEADER

GYP. BD.

WINDOW FRAME

VAPOR BARRIER

INSULATION

STUCCO

CONTINUOUS BEADOF SEALANT

D2

23

2x KING STUD

WHERE OCCURS

WHERE OCCURS

INSULATION

2x TRIMMER

GYP. BD.

WINDOW FRAME

VAPOR BARRIER

BLDG. PAPER

STUCCO

SEALANT

6"

WHERE OCCURS

WHERE OCCURS

2x SILL

INSULATION

GYP. BD.VAPOR

BLDG. PAPER

STUCCO

WINDOW FRAME

BARRIER

ELASTOMERICSHEET WATER-PROOFING

SEALANT

PROOFING 6"SHEET WATER-ELASTOMERIC

VERTICAL ATALL JAMBS TYP.

FLOOR FRAMING

GYP. BD.

DECK PAVING

3/4" EXTERIORGRADE PLYWOOD

NO. 26 G .I .

WATERPROOF

MAY OCCUR

DECKING

CHANNELSRESILIENT FURRING

BATT INSULATION

NOTE:TILE INSTALLATION SHALL BEPER THE CURRENT EDITION OFTHE "TCA HANDBOOK FORCERAMIC TILE INSTALLATION".

3"

MIN

. L

AP

3"

MIN

.L

AP

BROWN COAT

FLEXIBLE SEALANT

TUB

CERAMIC TILE

LEVELING COAT


TYVEK STUCCO WRAPAPPLIED VERTICALLYOVER BACKER BOARD

DENS-SHIELD BACKERBOARD - SAMETHICKNESS AS DRYWALL

ELASTOMERIC SHEETMEMBRANE.

FLEXIBLESEALANTAT SEAMBETWEENBACKERBOARDAND TUB

WOODSTUDS

4"

4"

4"

RETURN ELASTOMERIC

SHEET WATERPROOFING

4" BEYOND SIDES

OF OPENING

ELASTOMERICSHEET WATER-

PROOFING

6" VERTICAL AT JAMBS

SHEET WATERPROOFINGRETURN ELASTOMERIC

INSTALLATION INSTRUCTIONS

SHEET WATERPROOFING

NOTE: INSTALL ELASTOMERIC

PER VAPOR BARRIER

6"

NOTE: INSTALL ELASTOMERICSHEET WATERPROOFING BEFOREVAPOR BARRIER.

INSTALL BOTTOM STRIP OF VAPOR BARRIER

INSTALL SIDE STRIPS OF VAPOR BARRIER OVER BOTTOM STRIP

INSTALL WINDOW FRAME OVER FULL BEAD OF SEALANT

INSTALL TOP STRIP OF ELASTOMARIC SHEET WATERPROOFING

STEP 1:

STEP 2:

STEP 3:

STEP 4:

STEP 4

STEP 3

STEP 2

STEP 1

OVER NAIL FLANGE OF WINDOW FRAME

NOTE : INSTALL PER AAMA 2400-02 METHOD "B"

NO VERTICAL SPLICES IN BUILDING PAPER UNDER OR WITHIN

24 INCHES EACH SIDE OF WINDOW OPENING.

KEEP ALL WINDOW FASTENERS AT LEAST 3 INCHES AWAY

FASTENERS TO BE DRIVEN FLUSH, NOT COUNTER SUNK OR BENT,

2.

3.

4.

OF WINDOW FRAME

CAULK BACK OF WINDOW FRAMES TO HEAD, JAMB & SILL CORNERS1.

REPAIR TORN OR DAMAGED FLASHING WITH SEALANT

IF WINDOWS ARE VINYL, INSTALL FASTENERS AT MAX. 6 INCHES .

5.

6.

FROM ALL COMERS AND FIN JOINTS

OR FORTIFIER SEAM TAPE

AROUND ENTIRE PERIMETER, INCLUDING HEAD.

BLDG. PAPER

VAPOR BARRIER

G.S.M. "J" MOLD

WOOD DOOR FRAME

STUCCO

DOOR

GYP. BD.

HEADER

CASING

WOOD

WHERE OCCURS

WHERE OCCURS

INSULATION

W/ WEEP HOLES

STUCCO

WOOD DOOR FRAME

G.S.M. "J" MOLD

VAPOR BARRIER

BLDG. PAPER

DOOR

WOOD CASING

WHERE OCCURSINSULATION

2x TRIMMER

2x KING STUD

WHERE OCCURSGYP. BD.

W/ WEEP HOLES

BACK PRIME

4"4"

4"

4"

WRAP ALL FOUR SIDES OF

RETURN ELASTOMERIC

SHEET WATERPROOFING

4" BEYOND ALL SIDESOF RECESSED OPENING

WINDOW WITH ELASTOMERIC

SHEET WATERPROOFINGPRIOR TO INSTALLING


WITH ELASTOMERIC

SIDES OF WINDOW RECESSWRAP ALL FOUR

SHEET WATERPROOFING

INSTALLATION INSTRUCTIONS

SHEET WATERPROOFING

NOTE: INSTALL ELASTOMERIC

PER VAPOR BARRIER

NOTE: INSTALL ELASTOMERIC SHEETWATERPROOFING BEFORE VAPORBARRIER.

VAPOR BARRIER

WHERE OCCURSBELOW STAIRSOF USEABLE SPACEBD. AT WALLS AND CEILINGONE LAYER 5/8" TYPE-X GYP.

2x STRINGER

1-1/8" PLYWOOD TREAD

GYP. BD.

WOOD STUDS

BROWN COAT

LEVELING COAT

CERAMIC TILE

NOTE:TILE INSTALLATION SHALL BE PER THE CURRENTEDITION OF THE "TCA HANDBOOK FOR CERAMICTILE INSTALLATION"


TYVEK STUCCO WRAPAPPLIED VERTICALY OVERBACKER BOARD

DENS-SHIELD BACKER BOARD(SAME THICKNESS AS DRYWALL

8"

4"

VARIES

2x P.T.D.F. SOLE PLATE

MORTAR OVER

MIN

.

MIN

.

FINISH GRADE

WHEREOCCURS

G.S.M. STUCCO SCREEDW/ WEEP HOLES

PRINTED INSTRUCTIONSPER MANUFACTURER'S

SCRATCH COAT

BUILDING PAPER

MANUFACTURER'S

MANUFACTUREDSTONE VENEERINSTALL PER

PRINTED INSTRUCTIONS

GYP. BRD.INTERIOR

SLOPEMIN

.

2"

INTERIOR

EXTERIOR

+ 8"

DECK O SEAL EXPANSION

G.S.M. FLASHING 8" ABV. SLAB

CONC. SLAB

INSULATION

2X FRAMING

GYP. BD.

PER STRUCT.

EXPANSION JOINT FILLER

BLDG. PAPER

G.S.M. WEEP SCREED

G.S.M. FLASHING

2X PLATES OR PERSTRUCTURAL

STUCCO

2"

7 3

/4"

1 1

/2"

FOOTING - REFER TO

STRUCTURAL

ALUMINUM THRESHOLD

G.S.M. PAN FLASHING

DOOR SHOE AND BOTTOM

SEAL

MA

X.

EXTERIOR CONCRETESLAB

1 1/2" MAX DROP ATREQ. OUTSWINGEGRESS DOORS PERCRC R311.3.1

7 3/4" MAX DROP AT ALLOTHER DOORS (CRCR311.3.2) INCLUDINGINSWING REQ. EGRESSDOOR (CRC R311.3.1EXCEPTION)

EXT. SEALANT

2"

4"

2"

EXT. GRADE SUB-FLOOR

WATERPROOF MEMBRANE

G.I. FLASHING

G.S.M. PAN FLASHING

ALUMINUM THRESHOLD

DOOR

DOOR SHOE AND BOTTOM

SLOPE

1" AT OUT-

SWINGINGDOORS

SEAL

2X DECK JOISTS

DECK TOPPING

12D1

0' - 8 1/2"

22D1

22D1

22D1

22D1

12D1

1/4":12"

6

D3



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ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

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SCALE: 1 1/2" = 1'-0"

RETAINING WALLAT PORCH STEPS

4

SCALE: 1 1/2" = 1'-0"

RETAINING WALL AT FOOTING

2

SCALE: 1 1/2" = 1'-0"

RETAINING WALL AT FLOOR6

SCALE: 1 1/2" = 1'-0"

EXTERIOR CONC. STEPS3

SCALE: 1 1/2" = 1'-0"

DECK AT WALL5

SCALE: 1 1/2" = 1'-0"

SHOWER RECEPTOR13

SCALE: 1 1/2" = 1'-0"

EXTERIOR HANDRAILAT CMU WALL

19

SCALE: 1 1/2" = 1'-0"

WINDOW HEAD11

SCALE: 1 1/2" = 1'-0"

WINDOW JAMB10

SCALE: 1 1/2" = 1'-0"

WINDOW SILL9

SCALE: 1 1/2" = 1'-0"

CEILING / DECK17 SCALE: 1 1/2" = 1'-0"

TUB WALL7

SCALE: 1 1/2" = 1'-0"

TYPICAL WINDOW23

SCALE: 1 1/2" = 1'-0"

VAPOR BARRIERINSTALLATION

22

SCALE: 1 1/2" = 1'-0"

DOOR HEAD14

SCALE: 1 1/2" = 1'-0"

DOOR JAMB15

SCALE: 1" = 1'-0"

TYPICALRECESSED WINDOW

24

SCALE: 3" = 1'-0"

STUCCO SCREED1

SCALE: 1 1/2" = 1'-0"

TYPICAL TILE WAINSCOT12

SCALE: 1 1/2" = 1'-0"

STONE AT SCREED8

SCALE: 1" = 1'-0"

WALL EXT. SLAB16

SCALE: 1 1/2" = 1'-0"

THRESHOLD AT DOOR20SCALE: 1 1/2" = 1'-0"

DOORTHRESHOLD AT DECK

25

COMMENTS DATE

1 REVISION 1 Date 2

PE

R P

LAN

PER PLAN

WINDOW FRAME

VAPOR BARRIER

BLDG. PAPER

3 COAT STUCCO

WHERE OCCURS

2x BACKING

2x KING STUD

WHERE OCCURS

2x TRIMMER

GYP. BD.

INSULATION

W/ WIRE LATH

U.N

.O.


BLDG. PAPER O/WINDOW FLANGE

SEALANT


PER PLAN

6" U

.N.O

.

WHERE OCCURS

WHERE OCCURS

INSULATION

GYP. BD.

1/2" EXT. GRADEPLYWOOD W/

3 COAT STUCCO

2x SILL

VAPOR

SLOPE

W/ WIRE LATH

BARRIER

SHEET

WINDOW

FRAMING

2"X4"

BLDG.

PAPER

ELASTOMERIC

WATERPROOFING

SLOPED

2X FRAMING

FRAME

1/4":12" SLOPE

SEALANT2x NAILER

HEADER

GYP. BD.

WEATHERSTRIP

J-MOULD

3 COAT STUCCOWITH WIRE LATH

BLDG. PAPER

VAPOR BARRIER

2x NAILER

GARAGE DOOR

WEATHERSTRIP

JAMB FRAMING

PER STRUCTURAL

GYP. BD.

J-MOULD

BUILDING

VAPOR

PAPER

BARRIER

3 COAT STUCCOWITH WIRE LATH

3 1/2"

1/2

"

DRIVEWAY

CURB BEYOND

WALL BEYOND

SLOPE SLAB2"

PER STRUCT. DWG'SCONCRETE SLAB

FIBERBOARD SEAL

PROVIDE MASTIC ORASPHALT IMPREGNATED

PE

R

BLDG. PAPER

VAPOR BARRIER

WOOD STUCCO MOULD

WOOD DOOR FRAME

STUCCO

DOOR

GYP. BD.

CASING

WOOD

2x BACKING

WHERE OCCURS

2x KING STUD

2x TRIMMER

2x FRAMING

INSULATION

WHERE OCCURS

4" U

.N.O

.

PER PLAN

WHERE OCCURS

WHERE OCCURS

HEADER

GYP. BD.

WINDOW FRAME

VAPOR BARRIER

BLDG. PAPER

3 COAT STUCCO

INSULATION

2x SOFFITFRAMINGSEE PLAN

W/ WIRE LATH

PROOFINGSHEET WATER-ELASTOMERIC

REFER TOSTRUCTURAL

SEALANTPROOFINGSHEET WATER-ELASTOMERIC

PER PLAN

2X4 FRAMING

GRADE PLYWOOD1/2" EXTERIOR

STUCCO O/ WIRE LATH

BUILDING PAPER

PE

R P

LA

N

2X4 FRAMING

GRADE PLYWOOD1/2" EXTERIOR

STUCCO O/ WIRE LATH

BUILDING PAPER

G.S.M. "V"SCREED NAILEDTO PLYWOOD

RETAININGWALL

APPLY SEALANTBETWEEN CONC.AND SCREED

STUCCO O/ WIRELATH O/ BLDG.PAPER

EXT. GRADE

2X PRESSURE

PLYWOOD

TREATED STUD

CONCRETE

WHERE OCCURSBELOW STAIRSOF USEABLE SPACEBD. AT WALLS AND CEILINGONE LAYER 5/8" TYPE-X GYP.

2x STRINGER

1-1/8" PLYWOOD TREAD

GYP. BD.

PER PLAN

PE

R P

LA

N

10" MIN.

7 3

/4"

MA

X.

1"

CONC. SLAB

SHOT PINS AT12" O.C.

2x STRINGERS

1-1/8" PLYWOOD TREADS TYP.

5/8" PLYWOOD RISERS TYP.

PLATE2X4 PTDF

ATTACHED USING SUB FLOOR

GLUE AND SCREWS

34

" T

O 3

8"

1 1/2"1 1/4" MINIMUM

DEPARTMENT FOR APPROVAL, PRIOR TO INSTALLATIONFOR RAILING SYSTEM TO PROJECT ENGINEER AND BUILDINGNOTE: STAIR RAIL MFR. TO PROVIDE DRAWINGS AND CALCS

2" MAXIMUM

WOOD HANDRAIL

WALL RAILBRACKET

2x NAILER

WALL FRAMING

GYP BD

THE TOP OF HANDRAILS SHALLNOT BE PLACED LESS THAN 34INCHES NOR MORE THAN 38INCHES ABOVE LANDINGS ANDNOSING OF TREADS. HANDRAILSSHALL BE CONTINUOUS THE FULLLENGTH OF THE STAIRS.HANDRAILS MAY HAVE NEWELPOSTS WITHIN THE FIRST TREAD.

THE HANDGRIP PORTION OFHANDRAILS SHALL NOT BE LESSTHAN 1 1/4 INCHES NOR MORETHAN 2 INCHES IN CROSSSECTIONAL DIMENSION OR THESHAPE SHALL PROVIDE ANEQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OFHANDRAILS SHALL HAVE ASMOOTH SURFACE WITH NOSHARP CORNERS. HANDRAILSPROJECTING FROM A WALLSHALL HAVE A SPACE OF NOTLESS THAN 1 1/2 INCHESBETWEEN THE WALL AND THEHANDRAIL.

SHAPED

FR

OM

TR

EA

D N

OS

ING

9"

PE

R P

LA

N

PER PLAN

10" MIN.

7 3

/4"

MA

X.

1"


ONE LAYER 5/8" TYPE-X GYP.BD. AT WALLS AND CEILINGOF USEABLE SPACE


BEAM OR MULTI

2x STRINGERS PER STRUCTURAL

SUB-FLOOR PER STRUCTURAL

AT EACH STRINGERMETAL JOIST HANGER

JOIST, REFERTO STRUCTURAL

ATTACH USING SUB FLOORGLUE AND SCREWS

DOUBLE 2x RIM JOIST

FLOOR JOISTS PERSTRUCTURAL DRAWINGS

FLOOR SHEATHING PERSTRUCTURAL DRAWINGS

INSULATION

5/8" TYPE-X GYPSUM WALLBOARD(QUIETROCK ES BY SERIOUS ENERGY, INC.U.L. DESIGN #309) AT BOTH SIDES OFSHAFT WALL APPLIED VERTICALLY ORHORIZONTALLY NAILED WITH 6d COOLEROR WALLBOARD NAILS AT 7" O.C. WITHEND JOINTS ON NAILING MEMBERSSTAGGER JOINTS EACH SIDE.

PLYWOOD SHEATHING MAY OCCUR.REFER TO STRUCT. DWGS.

2x4 OR 2x6STUDS AT 16" O.C.MAX. REFER TOFLOOR PLANS

ONE-HOUR (C.B.C. TABLE 720.1(2) ITEM 14-1.3)INTERIOR FIRE RATING:

INSULATION

2x4 OR 2x6 STUDS AT 16" O.C. MAX. REFER TO FLOOR PLANS.

PLYWOOD SHEATHING MAY OCCUR. REFER TO STRUCTURALDRAWINGS.

5/8" TYPE-X GYPSUM WALLBOARD (QUIETROCK ES BYSERIOUS ENERGY, INC. U.L. DESIGN #309) AT BOTH SIDES OFSHAFT WALL APPLIED VERTICALLY OR HORIZONTALLYNAILED WITH 6d COOLER OR WALLBOARD NAILS AT 7" O.C.WITH END JOINTS ON NAILING MEMBERS STAGGER JOINTSEACH SIDE.

APPLY CONTINOUS BEAD OF SOUND RATED SEALANTBETWEEN DRYWALL AND CONCRETE FOOTING.

ELEVATOR PIT. VERIFY DEPTH WITH ELEVATOR MFG.

CONCRETE FOOTING PER STRUCTURAL DRAWINGS.

ONE-HOUR (C.B.C. TABLE 720.1(2) ITEM 14-1.3)INTERIOR FIRE RATING:

4"

LA

P

STUCCO W/ WIRE LATH

BUILDING PAPER

2X FRAMING

G.I. FLASHING

WATERPROOF ROOFMEMBRANE

CANT STRIP

ROOF SHEATHING

1X6 CONTINUOUSM

IN.

3"

STUCCO W/ WIRE LATH

CLIP NAILED TO WALL

G.S.M. METAL FLASHING OVER

J-MOLD AT STUCCO

BUILDING PAPER

2X FRAMING

EXT. GRADE CDX PLYWOOD

DIMENSIONS OF

PARAPET PER ELEV.

SURE-WELD BONDING ADHESIVE

SURE WELD MEMBRANE

UNDER MTL CAP TO PROTECT

AGAINST MOISTUREINFILTRATION AT JOINTS

SURE-WELD REINFORCED MEMBRANE

VERIFY WITH ROOFING MANUFACTURECORRECT FLASHING AND COUNTERFLASHING METHODS AS CONDITIONSCHANGE.

SOFFIT FRAMING -

REFER TO STRUCTURAL

BUILDING PAPER

DRIP CUT

VAPOR BARRIER

3 COAT STUCCOW/ WIRE LATH

SOFFIT FRAMING -

REFER TO STRUCTURAL

BUILDING PAPER

DRIP CUT

VAPOR BARRIER


SOFFIT FRAMING -

REFER TO STRUCTURAL

BUILDING PAPER

DRIP CUT

VAPOR BARRIER


9"

PE

R P

LA

N

PER PLAN

10" MIN.

7 3

/4"

MA

X.

1"


ONE LAYER 5/8" TYPE-X GYP.BD. AT WALLS AND CEILINGOF USEABLE SPACEBELOW STAIRS


BEAM OR MULTI

2x STRINGERS PER STRUCTURAL

SUB-FLOOR PER STRUCTURAL

AT EACH STRINGERMETAL JOIST HANGER

JOIST, REFERTO STRUCTURAL

ATTACH USING SUB FLOORGLUE AND SCREWS

VENT1 HR RATED SEALANT:

5/8" TYPE "X" GYPSUM BOARD

PEX PIPING:3M SYSTEM No. W-L-2090NON-METALLIC PIPES:3M SYSTEM No. W-L-2150METALLIC PIPES:3M SYSTEM No. W-L-1001

HEADER

2X FRAMING

GYP. BD.

WINDOW FRAME

GYP. BD.

2X FRAMING

GYP. BD.

WINDOW FRAME

GYP. BD.

JAMBFRANING

2x SILL

GYP. BD.

GYP. BD.

WINDOW FRAME

2X FRAMING

24D1

22D1

24D1

22D1

24D1

22D1



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

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uxury

Est

ates

, L

LC

4340 V

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arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

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2660

RS160970

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D209/15/16

13131 L

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9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

DE

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D209/15/16

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SCALE: 3" = 1'-0"

RECESSED WINDOW JAMB5

SCALE: 3" = 1'-0"

RECESSED WINDOW SILL27 SCALE: 3" = 1'-0"

GARAGE DOOR HEAD2

SCALE: 3" = 1'-0"

GARAGE DOOR JAMB3

SCALE: 3" = 1'-0"

GARAGE APRON1

SCALE: 3" = 1'-0"

DOOR JAMB4

SCALE: 3" = 1'-0"

RECESSED WINDOW HEAD6

SCALE: 1 1/2" = 1'-0"

EXTERIOR STUCCO SOFFIT8

SCALE: 3" = 1'-0"

EXTERIOR STUCCO JAMB10

SCALE: 3" = 1'-0"

STUD WALL TO CONC WALL CREED

9

SCALE: 1 1/2" = 1'-0"

STAIR STRINGER AT WALL13

SCALE: 1 1/2" = 1'-0"

STAIR AT SLAB15

SCALE: 1 1/2" = 1'-0"

INTERIOR HANDRAIL11

SCALE: 1 1/2" = 1'-0"

STAIR AT FLOOR/LANDING214

SCALE: 1 1/2" = 1'-0"

ELEVATOR SHAFT AT FLOOR16

SCALE: 1 1/2" = 1'-0"

ELEVATOR SHAFT WALL17

SCALE: 3" = 1'-0"

BUILT-UP ROOF AT WALL18

SCALE: 1 1/2" = 1'-0"

STUCCO PARAPET19

SCALE: 3" = 1'-0"

STUCCO SOFFIT12

SCALE: 1 1/2" = 1'-0"

STAIR AT LANDING20

SCALE: 1 1/2" = 1'-0"

PENETRATIONSAT 1HR WALLS

21

SCALE: 3" = 1'-0"

WINDOW INTERIOR HEAD22

SCALE: 3" = 1'-0"

WINDOW INTERIOR JAMB23

SCALE: 3" = 1'-0"

WINDOW INTERIOR SILL24



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

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COMMENTS DATE

1 REVISION 1 Date 2

COMMENTS DATE

1 REVISION 1 Date 2

COMMENTS DATE

1 REVISION 1 Date 2

2"

FIN. GRADE

STUCCO SCREED

MIN. 26 GA. GSM

MIN

.

WITH WEEP HOLES

TOP OF CONC. OR FIN.MATERIAL

2x P.T.D.F. SOLEPLATE

"J" MOLD W/WEEP HOLES

3 COAT STUCCOO/BLDG. PAPER

CONCRETE RETAINING WALLPER STRUCTURAL DRAWINGS

2"

FRAMING


NOTE:

MIN

.

NON-EXPANSIVE BACKFILL (EI < 20)CONC. RETAINING WALL

FLOOR

PRESSURE TREATEDMUD SILL

CONCRETE PATIO

STUCCO SCREEDW/WEEP HOLES

STUCCO COLOR COAT O/BUILDING PAPER

2XFRAIMING

FRAMING


NOTE:

NON-EXPANSIVE BACKFILL (EI < 20)CONC. RETAINING WALL

FLOOR


CONCRETE SLAB

FINISH FLOORMATERIAL

2XFRAIMING

EXPANSION JOINT MAYOCCURE

10"

SECTIONELEVATION <

POST BASE SEE STRUCTURALENGINEER PLANS

2x PRESSURE TREATEDSILL PLATE

CONCRETE PAD PER PLAN

STUCCO OVER WIRE LATH OVER BUILDINGPAPER OVER WALL SHEATHING- SEE STR. ENG.PLANS.

2x COLUMN FRAMING

<

4"

6"

MIN

.

2"

8"

MIN

.

EXTERIORPLASTER

BLDG.PAPER

P.T.D.F. PLATE

26 GA. GALV.METAL WEEPSCREED

FINISHSURFACE

FINISHGRADE

CONCRETESLAB

CONC. CURB

2X FRAMING

GYPBOARD

VERIFY

2-1/

2"1/

2"

VERIFY

FIELD

4"

4"FIELD

SOLDER JOINTS)

ONE SIDE ONLY)(NOTE: DETAIL SHOWS

ALL JOINTS. (NO COLDPAN FLASHING, SOLDER26 GA. G.S.M. CONTINUOUS

4" MIN. PER DETAIL

8"

12"

MIRADRI 860 MEMBRANECONT. FROM BTM. OFFTG. TO SCREED

MIRIDRAIN 2000WALL DRAIN GARAGE

FLOORFRAMING

ADHESIVE ADMIXTURESTUCCO COLOR COAT W/

OVER MEMBRANE

BUILDING PAPER

STUCCO SCREED

FLOOR SHEATHING

FG


NOTE:

RETAININGWALL

CONC.

MIN

.


CONCRETE SLAB,PAVEMENT OR 12"CLAYEY SOIL CAP(90% RC)

PRESSURE TREATEDMUD SILL, REFERTO STRUCTURALDRAWINGS

PRESSURE TREATEDMUD SILL, REFERTO STRUCTURALDRAWINGS

2"

FRAMING


NOTE:

NON-EXPANSIVE BACKFILL (EI < 20)

CONC. RETAINING WALL

FLOOR


CONCRETE SLAB


2XFRAIMING

MIRADRI 860 MEMBRANECONT. FROM BTM. OF FTG.TO SCREED

DOOR - SEE MANUF.R'SPECIFICATIONS

CONT. BEADS OF SEALANT

ONE PIECE GSM FLASHING


1/2" REGLET

STUCCO W/ WIRE LATH

BUILDING PAPER

2x FURRING

SEE ELEV. FOR LOCATION

DRYWALL

2x FRAMING

BUILDING PAPER

ELASTOMERIC SHEETWATERPROOFING

3/4" EXT. GRADEPLYWOOD

WIRE LATHSTUCCO OVER

PER PLAN

SLOPE

1'-0"

4" LAP

1'-0"

3" TAB

4" LAP

6"

3"

DECK SURFACE

SLOPE OF

(1) PIECE 26 GA. GALV. SHEET METALCORNER FLASHING LAP CORNERFLASHING 4" MINIMUM WITH ADJACENT "L"FLASHING & SET IN A BED OF SEALANT.

INSTALL FLASHING OVER WOOD BASEDSHEATHING.

3/4" T&G SHEATHING. EXTERIOR GLUEFINISHED PLUGGED AND SANDED. (NOOSB ALLOWED AT DECK)

1'-0" 1'-0"

3" TAB

4" LAP

6"

3"

4" LAP

SLOPE OF

DECK SURFACE

(1) PIECE 26 GA. GALV. SHEET METALCORNER FLASHING LAP 4" MIN. WITHADJACENT "L" FLASHING AND SET IN ABED OF SEALANT.

(1) PIECE 26 GA. GALV. SHEET METALUNDER CORNER FLASHINGS SET IN ABED OF SEALANT.

INSTALL FLASHING OVER WOOD BASEDSHEATHING.

3/4" T&G SHEATHING. EXTERIOR GLUEFINISHED PLUGGED & SANDED. (NO OSBALLOWED AT DECK)

6"

GYP. BD. WHEREOCCURS

INSULATION WHERE OCCURSSTUCCO

BLDG. PAPER


VAPORBARRIER

SEALANT

WINDOW FRAME

ELASTOMERIC SHEETWATER- PROOFING 6"VERTICAL AT ALLJAMBS TYP.

2X SUPPORT

COUNTER TOP & SPLASH

3"

42"

3"

SECTION A-A

SECTION B

FFL

F.F.

TOP RAIL

BOTTOM RAIL

2 1/2"STEELTUB POST

3' ROUND SHAPEDSTEEL TUBEHANDRAIL

1/2" TEMPERED GLASS

2 1/2" STEELTUB POST

6"

6"

2"

MIRADRI 860 MEMBRANECONT. FROM BTM. OF FTG.TO SCREED


MIN

.

CONC. RETAININGWALL

LIGHTWELLDRAIN

INTERIOR WALLFINISH

CONC. RETAININGWALL

ELASTOMERIC SHEETWATER- PROOFING 6"VERTICAL AT ALLJAMBS TYP.

PRESSURE TREATED MUDSILL, REFER TOSTRUCTURAL DRAWINGS

CONC. SLAB

CONC.SLAB


NOTE:

WINDOW FRAME

2'-6

"

3'-6

" F

RO

M D

EC

K

1'-0

"

SHEATHING PERSTRUCTURAL

2X DECK FRAMING PERSTRUCT.

METAL CHANNEL FRAME &GLASS GUARDREAIL

TEMPERED GLASS PANELS2" DIA. TOP HANDRAIL

1/2" EXT. GRADE

PLYWD

OR

PER

PLA

NS

OR

PER

PLA

NS

2X FRAMING

42"

3"SLOPE

3_4

"

ELASTOMERICWATERPROOFDECKING

STONE PAVERS MAYOCCUR

COVER PLATE -ANCHORING PERSTRUCTURAL DWGS

1/2" CLEAR TEMPEREDGLASS ALL EDGESPOLISHED

2 1/2" BALUSTER POST-STAINLESS STEEL

TOP RAIL- STAINLESS STEEL

EXTERIOR PLASTERO/METAL LATH

G.S.MFLASH'G

DECK FRAMING PERSTRUCT.

DRIP CUT

EXTERIOR GRADEPLYWOOD

2'-0

"

3'-6

" F

RO

M D

EC

K

1'-0

"6

"


2X DECK FRAMING PERSTRUCT.


TEMPERED GLASS PANELS2" DIA. TOP HANDRAIL

1/2" EXT. GRADE

PLYWD

OR

PER

PLA

NS

OR

PER

PLA

NS

OR

PER

PLA

NS

WINDOW FRAMESEALANT

VAPORBARRIER


BLDG. PAPER

STUCCO

INSULATION WHEREOCCURS

GYP. BD. BOTH SIDES

(2) 2x SILL

GYP. BD. WRAP

4X HEADER OR PERFRAMING

WINDOW FRAME

WINDOW FRAME

4X HEADER OR PERFRAMING

GYP. BD. SILL

2X FRAMING

WINDOW FRAMESEALANT

VAPORBARRIER


WINDOW FRAMESEALANT

VAPORBARRIER


PAINT GYP. BD.BLACK

PAINT GYP. BD.BLACK

2X FRAMING

23D1

22D1

23D1

6"

36" FR

OM

STAIR

NO

SIN

G

1X WOOD TRIM


2X FRAMING PER STRUCT.


TEMPERED GLASS PANELS

2" DIA. TOP HANDRAIL



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ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

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4340 V

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Suite

110

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SCALE: 3" = 1'-0"

STUCCO SCREED AT ENTRY PATIO

1

SCALE: 1 1/2" = 1'-0"

RETAININGWALL AT PATIO

2

SCALE: 1 1/2" = 1'-0"

RETAINING WALL AT FLOOR3

SCALE: 1" = 1'-0"

STUCCO COLUMN4

SCALE: 3" = 1'-0"

SCREED GARAGE5

SCALE: 3" = 1'-0"

PAN FLASHING6

SCALE: 1 1/2" = 1'-0"

RETAINING WALL AT GARAGE

7

SCALE: 1 1/2" = 1'-0"

THRESHOLD AT POCKET DOORS

8

SCALE: 3" = 1'-0"

TYPICAL REGLET9

SCALE: 1 1/2" = 1'-0"

EXTERIOR SHELF10

SCALE: 1 1/2" = 1'-0"

INSIDE CORNER AT DECK11

SCALE: 1 1/2" = 1'-0"

OUTSIDE CORNER AT DECK12

SCALE: 1 1/2" = 1'-0"

WINDOW SILL AT COUNTER13

SCALE: 3/4" = 1'-0"

GLASS GUARDRAIL14

SCALE: 1 1/2" = 1'-0"

LIGHT WALL @ WINDOWS15

SCALE: 1 1/2" = 1'-0"

GLASS GUARDRAIL16

SCALE: 1 1/2" = 1'-0"

STAIR GLASS HANDRAIL17

SCALE: 1 1/2" = 1'-0"

RAILING AT DECK19

SCALE: 1 1/2" = 1'-0"

GLASS GUARDRAIL21

SCALE: 3" = 1'-0"

WINDOW SILL AT FALSE WALL

25

1

COMMENTS DATE

1 REVISION 1 Date 2

42"

CABLES SPACED SOA 4" SPHERECANNOT PASS-THRU

2" WIDE CAP

1/8" DIAM. CABLE

COVER PLATE

DECK

INSTALLATION AND ADDITIONAL PARTS PERMANUFACTURES RECOMMENDATIONS

OR

PE

R P

LA

N

1 7/8"DIAM. BARHANDRAIL

2'-

6"

3'-

6"

1'-

0"

WATERPROOFMEMBRANE DECKTOPPING

FLOATING FLOORSYSTEM



1/2 " EXT. GRADE

PLYWD

OR

PE

R P

LAN

S

OR

PE

R P

LAN

S

2X FRAMING

FRO

M F

INIS

H F

LOO

R

2X DECK FRAMINGPER STRUCT.

COPPER

FLASHING


STUCCO O/BLD.

PAPER

STAINLESS STEELCABLE SYSTEM

REFER TO PLANS

REFER TO PLANS

3-COAT STUCCO PERMANUFACTURER'S SPECS.OVER VAPOR BARRIER OVERBUILDING PAPER

GWB INTERIOR FINISH

FRAMING - SEE STRUCTURAL

VERIFY R.O. W/ MANUF.R'SSPECS PRIOR TO FRAMING

INT

ER

IOR

EX

TE

RIO

R

REGLET STUCCO STOP -REFER TO MANUFACTURER'SINSTALLATION DETAILS

SEE PLANS FOR NUMBER FORNUMBER OF PANELS ANDLOCATION

RE

FE

R M

AN

UF

'S S

PE

CS

FO

R R

.O.

REFER TO PLANS

3-COAT STUCCO PERMANUFACTURER'S SPECS.OVER VAPOR BARRIER OVERBUILDING PAPER

GWB INTERIOR FINISH

FRAMING - SEE STRUCTURAL

VERIFY R.O. W/ MANUF.R'SSPECS PRIOR TO FRAMING

INT

ER

IOR

EX

TE

RIO

R

J/MOLD AND/OR REGLETSTUCCO STOP - REFER TOMANUFACTURER'SINSTALLATION DETAILS

SEE PLANS FOR NUMBER FORNUMBER OF PANELS ANDLOCATION

J/MOLD AND/OR REGLETSTUCCO STOP - REFER TOMANUFACTURER'SINSTALLATION DETAILS

2"

MIN

PORCH FINISH SURFACE

CONT. BEADS OF

DOOR - SEE MANUF.R'

1" DROP ATOUTSWINGING DOORS

SLOPEPER PLAN

ONE PIECE GSMFLASHING

7.7

5"

MA

X

DOOR THRESHOLD

SEALANTCONT. BEADS OFSEALANT

SPECIFICATIONS

3'-

6"


FLOATING FLOOR



FRO

M F

INIS

H F

LOO

R


COPPER FLASHING

STUCCO O/BLD.

PAPER

STAINLESS STEEL CABLESYSTEM

EXTERIORINTERIOR

STAGGERED SILL

DOOR PANELS

MULTI-SLIDINGGLASS DOORJAMB

NOTE: VERIFY ALL DIMENSIONSAND SIZES WITH MANUFACTURESSPECIFICATIONS

2X FRAMING

GYP BOARD

EXTERIORPLASTERO/METALLATH O/BLDGPAPER

BATT INSULATION

EXTERIOR INTERIOR

SLOPE

2% MAX.

HEADER PERSTRUCTURALDWG'S.

PANEL DOORS NOTE: VERIFY ALLALL DIMENSIONSAND SIZES WITHMANUFACTURESSPECIFICATIONS

GYP BOARDEXTERIORPLASTER O/METALLATH O/BLDGPAPER


PROVIDEDRAINAGESYSTEM ATBOTTOM TRACK

CONCRETE SLAB

FIN. MATERIAL

DECK FRAMING W/PLYWOOD SHEATHING

24 GA. GALV.SCUPPER (3"X CONT)

HEADER

EXTERIOR PLASTERO/BLDG.PAPER

2X FRAMING

WEATHERPROOFDECKING MATERIAL

8"

3'-

6"





OR

PE

RP

LAN

S

FRO

M F

INIS

H F

LOO

R


COPPER FLASHING

STUCCO O/BLD.

PAPER


VAPOR

BLDG. PAPER

STUCCO W/

WHERE OCCURS

HEADER

WHERE OCCURS

GYP. BD.

INSULATION

WIRE LATH

BARRIER

VAPOR

BLDG. PAPER

STUCCO W/

WHERE OCCURS

2x KING STUD

WHERE OCCURS

2x TRIMMER

GYP. BD.

INSULATION

WIRE LATH

BARRIER

2"

TREATED DOUG

PAN FLASHING

2 X 4 PRESSURE

MIN

.

EXPANSION JOINT

SLOPEFIR NAILER

CONC. SLAB

DOOR FRAME

(2X6 @ 6" WALL)

OR STEP

6D3

CONTINUOUS BEADSOF SEALANT

CONTINUOUS BEADSOF SEALANT

42

" M

IN.

FLINTLASTIC MODIFIEDBLUMEN CAP SHEETBASE FLASHING

CANT STRIP

METAL COPING

15# ASPHALT FELT

PLYWOOD ROOFSHTG. PER STRUCT.

COMPLETED FIELDMEMBRANE G

UA

RD

RA

IL M

AY

OC

CU

RE

2'-

6"

3'-

6"

1'-

0"





EXT. GRADE

PLYWD

OR

PE

R P

LAN

S

OR

PE

R P

LAN

S

FRO

M F

INIS

H F

LOO

R


COPPER FLASHING


WATERPROOF ROOF

MEMBRANE

2"2"

4" DIAMETER CAST IRONDRAIN PIPE W/ 1" STRAPS@ 8'-0" O.C., TYP.

ROOF FRAMINGPER STRUCT.

3 X 6 ATDRAIN SUMP

WOOD STUD FRAMING PERPLANS

BUILT-UP ROOFING

4" DIAMETER ROOF & OVERFLOWDRAIN. SEE PLUMB. DWGS.

CANT STRIP SET IN BITUMEN

FIRE BLKG

2"

3" DIA. PVC DECK DRAIN/OVER-FLOW - 2" ABOVE DRAININLET SEPARATE DRAIN LINES

DECK PAVERS MAY OCCUR

ELASTOMERIC WATERPROOFMEMBRANE

DECK DRAIN SEPARATEDRAIN LINES

PLYWOOD SHEATHING

PLUMBER TO VERIFY SIZE OFDRAIN TO MEET UPC APPENDIX'D' AND 3"/HR FOR A 15 MINUTESDURATION.

EXPANSION COUPLING

4"

4"

2"

SLOPE

ALUMINUM THRESHOLD

G.S.M. PAN FLASHING

G.I. FLASHING


EXT. GRADE SUB-FLOOR

2X DECK JOISTS

6D3

2x CURB, PER SKYLIGHTMFR'S INSTALLATION

CRICKET

REQUIREMENTS

SEE MANUFACTURER'SSPECIFICATIONS FORINSTALLATION

GYP. BOARDINTERIOR

G.I. FLASHING

SKYLIGHT

MEMBRANEWATERPROOF ROOF

ROOF SHEATHING

2x CURB, PER SKYLIGHTMFR'S INSTALLATION

CANT STRIP

REQUIREMENTS

SEE MANUFACTURER'SSPECIFICATIONS FORINSTALLATION

GYP. BOARDINTERIOR

G.I. FLASHING

SKYLIGHT

MEMBRANEWATERPROOF ROOF

ROOF SHEATHING

SKYLIGHT

INTERIOR

SEE MANUFACTURERSSPECIFICATIONS FOR INSTALLATION

GYP. BOARD

2x CURB, PER SKYLIGHTMFR'S INSTALLATIONREQUIREMENTS

CANT STRIP

WATERPROOFROOF MEMBRANE

ROOF SHEATHING

G.I. FLASHING

3'-

0"

2'-

0"

3"

12" DIA.

FILL W/ CONCRETE

CONCRETE SLAB

3" DIA. STEEL POST

CL

R.

REQUIRED ENERGY INSULATIONMANNER WHICH WILL NOT DEPRESS ANYNOTE: STRAP SHALL BE INSTALLED IN A

HEATER HEIGHT TOP AND BOTTOMWALL FRAMING AT 1/3 OF WATEREQUAL ANCHOR TOSIMPSON CSIB STRAP OR

NON METALLIC SPACER

BE ANCHOREDPLATFORM SHALL BLANKET

1/3 HEIGHT

1/3 HEIGHT

ST

RA

P

TH

IS A

RE

A

ST

RA

P

1"x1"x1/8" ANGLE

STUDS

TH

IS A

RE

A

2X

3/8" DIA X 2 1/2" LAG BOLT

0' - 4"

21D2

21D2



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

Lem

on H

ill L

uxury

Est

ates

, L

LC

4340 V

on K

arm

an A

ven

ue,

Suite

110

New

port

Bea

ch, C

A 9

2660

RS160970

DE

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TIN

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RN

IA

D409/15/16

13131 L

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Lan

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SCALE: 1 1/2" = 1'-0"

CABLE RAIL11

SCALE: 1 1/2" = 1'-0"

CABLE GUARDRAIL2

SCALE: 1 1/2" = 1'-0"

EXT. POCKET DOOR HEAD3

SCALE: 1 1/2" = 1'-0"

EXT. POCKET DOOR JAMBS4

SCALE: 3" = 1'-0"

EXT. POCKET DOOR THRESHOLD5

SCALE: 1 1/2" = 1'-0"

CABLE GUARDRAIL6

SCALE: 3" = 1'-0"

DOOR JAMB 58

SCALE: 3" = 1'-0"

DOOR THRESHOLD10

SCALE: 1 1/2" = 1'-0"

SCUPPER AT DECK11

SCALE: 1 1/2" = 1'-0"

CABLE GUARDRAIL12

SCALE: 3" = 1'-0"

SLIDINGGLASS DOOR HEAD

13

SCALE: 3" = 1'-0"

SLIDINGGLASS DOOR JAMB

14

SCALE: 3" = 1'-0"

THRESHOLD ATSLIDING GLASS DOOR

15

SCALE: 1 1/2" = 1'-0"

LOW PARAPET16

SCALE: 1 1/2" = 1'-0"

CABLE GUARDRAIL17

SCALE: 3/4" = 1'-0"

ROOF DRAIN18

SCALE: 1 1/2" = 1'-0"

DECK DRAINAND OVERFLOW

19

SCALE: 1 1/2" = 1'-0"

DOOR THRESHOLD AT DECK

20

SCALE: 3" = 1'-0"

SKYLIGHT HEAD21

SCALE: 3" = 1'-0"

SKYLIGHT JAMB22

SCALE: 3" = 1'-0"

BUILT/UPSKYLIGHT SILL

23

SCALE: 1 1/2" = 1'-0"

BUMPER PIPE24

SCALE: 3" = 1'-0"

WATER HEATERANCHORANGE

25

1

COMMENTS DATE

1 REVISION 1 Date 2

BLOCKING MAY OCCUR

2x FRAMING

GYPSUM BOARD EXTENDS UNDERSOFFIT TO SEAL DRAFTS

SEE PLAN

SE

E P

LAN

ALL AROUND

GYP. BD. CEILING

ALUMINUM T MOLDING

CEILING FRAMING

GYP. BD. PANEL

INSULATION

4x FRAMING

WINDOW FRAME

SEALANT


VAPORBARRIER

3 COAT STUCCO WITHWIRE LATH

GYP. BD

3'-6

"

5'-6

" N

.T.S

.

ONE ROD AND ONE SHELFW/ METAL BRACKET (9 x 12")W/ CLEAT AT EACH END

ONE ROD AND ONE SHELFW/ METAL BRACKET (9 x 12")W/ CLEAT AT EACH END

ONE ROD AND METALBRACKET (9 x 12")W/ CLEAT AT EACH END

2x BLOCKING AS REQUIRED

3'-6

".

.

C L

3/4" MELAMINE SHELFW/3/4" X 4" CLEAT (TYP)

2x BLOCKING EA. CLEAT

LINEN LAYOUT PANTRY LAYOUT

1'-0

"1'

-0"

1'-4

"1'

-4"

1'-6

"

VERIFY SHELF DEPTHS ON SITEWALK W/ ARCHITECT

1'-6

"1'

-6"

1'-6

"1'

-6"

WHERE OCCURS

4X TRIMMER

GYP. BD.

WINDOW FRAME

VAPOR BARRIER

BLDG. PAPER

STUCCO FINISH COATO/ FOAM TRIM

TWO LAYERS

SEALANT

SEALANT

2'-0

"

3'-0" 3'-0"

5'-6

"

ELECTRICALSERVICE/METER,INSTALL PERUTILITY COMPANY

TELEPHONE/CABLETV, INSTALL PERUTILITY COMPANY

AREA FOR GASMETER, INSTALLPER GAS COMPANY

NOTE: VERIFY LOCATIONAND DIMENSIONS WITHUTILITY COMPANY.

ELEVATIONSECT. A

PLAN

CONNECT GROUNDING ELECTRODECONDUCTOR TO GROUNDINGELECTRODE WITH APPROVEDGROUNG CLAMP.

INSTALLED IN EXTERIOR FOUNDATIONSNOTE: GROUND ELECTRODES TO BE

GRADE

SERVICEDISCONNECT

SLEEVES,HOLES, ETC.

FOUNDATIONEXT.

2"

MIN

.

2"

COPPER CONDUCTOR NOT SMALLERAT LEAST 20 FEET OF BAREINCH DIAMETER, OR CONSISTING OFOR RODS OF NOT LESS THAN 1/2COATED STEEL REINFORCING BARSELECTRICALLY CONDUCTIVEGALVANIZED OR OTHER

OF ONE OR MORE BARE OR ZINCCONSISTING OR AT LEAST 20 FEET

DIRECT CONTACT WITH THE EARTH,FOUNDATION OR FOOTING THAT IS INBOTTON OF A CONCRETE

LOCATED WITHIN AND NEAR THELEAST 2 INCHES OF CONCRETEAN ELECTRODE ENCASED BY AT

AT EXTERIOR LACATIONS SHALL

THAN NO. 4.

FOOTINGEXT.

A

BE ACCESSIBLE SEE 250-112.

CL

R.

3"

APPROVED SYS. GROUND CLAMPS

SEE N.E.C. FOR TYPE AND SIZE OFMATERIAL AND PROTECTION OF

INSTALLATION AND 250-94 FOR

GROUND ELECTRODE SHALL BETERMINATED IN A DRY LOCATION

THE GROUNDING ELECTRODECONDUCTOR SEE 250-91 FOR

SEE 250-79.

BONDING JUMPER OR SCREW.

SIZE.

FROM ENCLOSER INSTALL A

IF NEUTRAL BUS IS INSULATEDIF RE-BAR IS USED

GROUND ELECTRODES 250-8(C)

RADIANT BARRIER ATTACHED (STAPLED)

A RADIANT HEAT BARRIER IS ANY REFLECTIVE MATERIAL THAT HAS AN EMITTANCEOF 0.05 OR LESS, AS TESTED IN ACCORDANCE WITHASTM C-1371-98 OR ASTM E-408-71.

RADIANT HEAT BARRIER TO BE INSTALLED IN ALL ATTIC SPACES USING METHOD A,B, C, OR D.ALL VERTICAL SURFACES TO HAVE RADIANT HEAT BARRIER INSTALLED USINGMETHOD E.

INSULATION TO BE WIRED TO TOP CHORD OF TRUSS AS NEEDED.

METHOD 1RADIANT BARRIER DRAPEDOVER TOP OF TRUSS/RAFTER

RADIANT BARRIER ATTACHED (STAPLED)BETWEEN TRUSSES/RAFTERS

METHOD 2

RADIANT BARRIER ATTACHED(STAPLED) TO THE BOTTOM OFTRUSS/RAFTER

METHOD 3 METHOD 4RADIANT BARRIER ATTACHEDTO UNDERSIDE OF ROOF SHT'G(MUST BE LAMINATED AND

PERFORATED)

A B

C D

ELASTOMERIC

BUILDING PAPER

SHEET WATERPROOFING SLOPE1/4":12"

3 COAT STUCCO OVERWIRE LATH

3 COAT STUCCO OVERWIRE LATH

BUILDING PAPER

2X FRAMING

10"

MIN

.

PUMBING VENTSTACK

MULTIPLE-PLY STRIPPING PLIES

BUILT-UP ROOFSYSTEM

SOFT METALPIPE FLASHING

TOP OF FLASHINGCAPPED AND ROLLED

INTO PIPEAPPROXIMATELY 1"

ROOF CEMENTOR SEALANT@PENERATION TOMEMBRANEJUNCTURE.

4" MIN. FLANGE,SET IN ROOFCEMENT

ROOF SHEATHING

22D1

23D1

PER

PLAN

PER PLAN

ROOF FRAMING

GYP. BOARDFINISH - TYP.

2X STUD WALL SOFFIT FRAMING PERSTRUCT.

2X FIRE-BLOCK

22D1

PER PLAN

VOID SPACE

ROOF FRAMING

3/4" PLYWOOD

FIRESTOP

GYP. BOARDFINISH - TYP.

2X STUD WALL



9 4 9 6 1 2 . 8 1 8 1








ARCHITECTS, INC.


JOB NO:

DATE:

FILE:

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SCALE: 1 1/2" = 1'-0"

INTERIOR SOFFIT1

SCALE: 3" = 1'-0"

ATTIC ACCES2

SCALE: 3" = 1'-0"

WINDOW CORNER3

SCALE: 3" = 1'-0"

CEILING SOFFIT4

SCALE: 1/4" = 1'-0"

CLOSET RODS & SHELVES6

SCALE: 3/4" = 1'-0"

LINEN &PANTRY SHELVING

7

SCALE: 3" = 1'-0"

WINDOW MULLION8

SCALE: 1/4" = 1'-0"

UTILITY POINTOF CONNECTION

9

SCALE: 3/4" = 1'-0"

UFER10

SCALE: 1 1/2" = 1'-0"

RADIANTBARRIER/INSULATION

12

SCALE: 1 1/2" = 1'-0"

LOW WALL113

SCALE: 1 1/2" = 1'-0"

ROOF VENTS14

1

SCALE: 3" = 1'-0"

FIRESTOP DETAIL5

COMMENTS DATE

1 REVISION 1 Date 2

DRAWING INDEX ENERGY CALCULATIONS …€¦ · · 2016-10-05and splices shall be in accordance...

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Transcript of DRAWING INDEX ENERGY CALCULATIONS …€¦ · · 2016-10-05and splices shall be in accordance...