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HomeMy WebLinkAbout4533Perham_CoastalSub#2_8-8-18LC CL LOT 117 LOT 115 EXISTING BUILDINGSITE PLAN OWNER ARCHITECT CODES AREAS: TEALE ARCHITECTURE 2900 BRISTOL ST., BLDG A, SUITE 203 COSTA MESA, CA 92626 TEL: (949) 975-0123 FAX: (949) 274-4833 EMAIL: mteale@tealearchitecture.com MARK TEALE . ARCHITECT C-22162 THE MOINFAR REVOCABLE LIVING TRUST 4501 TREMONT LANE CORONA DEL MAR, CA 92625 TEL: (949) 975-0123 ALL WORK AND MATERIALS SHALL CONFORM STRICTLY TO THE 2013 C.R.C.; 2013 C.B.C.; 2013 C.P.C.; 2013 C.E.C.; 2013 C.M.C.; 2013 CEES (CA ENERGY); 2013 C.G. (CAL GREEN); CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC); AND ALL OTHER FEDERAL, STATE AND LOCAL CODE. LEGAL DESCRIPTION: TRACT: 3357 LOT: 116 APN#475-013-06 ZONE R-1-6000 OCCUPANCY GROUP R-3/U (GARAGE) CONSTRUCTION TYPE TYPE VB, SPRINKLERED PARKING THREE CAR GARAGE BASEMENT FLOOR 3,295 S.F. FIRST FLOOR 5,007 S.F. GARAGE 3,024 S.F. DECK AND BALCONY 1,086 S.F. TOTAL HABITABLE AREA 8,302 S.F. TOTAL DECK AREA 1,086 S.F. TOTAL GARAGE AREA 3,024 S.F. TOTAL HABITABLE AREA + GARAGE 11,326 S.F. NE W P O R T B E A C H , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M .. . . PL A N C H E C K # 1 1 2 8 - 2 0 1 8 DEFERRED SUBMITTALS DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT AND/OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY. SEE STRUCTURAL ENGINEERING DRAWINGS AND ENGRG DRAWINGS FOR DEFERRED SUBMITTALS. VERIFY WITH STRUCTURAL ENGINEER. -AUTOMATIC FIRE SPRINKLERS IN ACCORDANCE WITH NFPA 13D -SEE STRUCTURAL DRAWINGS FOR STRUCTURAL DEFERRED SUMBITTALS. -STRUCTURAL STEEL SHOP DRAWINGS -HVAC SOUND ATTENUATION DESIGN SEE STRUCTURAL AND SHORING DRAWINGS FOR SPECIAL INSPECTIONS. VERIFY WITH STRUCTURAL PLANS. -STEEL, SHOTCRETE, MASONRY GROUT (WHERE REQUIRED), EXPANSION ANCHOR, ADHESIVE ANCHOR. -STRUCTURAL STEEL WELDING AND HIGH STRENGTH BOLTING SPECIAL INSPECTIONS HEIGHT CERTIFICATION NOTE TO GENERAL CONTRACTOR: HEIGHT CERTIFICATION INSPECTION IS REQUIRED REVISION HISTORY 4/28/17 1/8" - 1'-0" SI T E P L A N PR O J E C T D A T A SCALE: START DATE: SHEET SH E E T PR O J E C T 2 9 0 0 B r i s t o l S t r e e t B u i l d i n g A , S u i t e 2 0 3 C o s t a M e s a , C a 9 2 6 2 6 T e l : 9 4 9 . 9 7 5 . 0 1 2 3 F a x : 9 4 9 . 2 7 4 . 4 8 3 3 t e a l e a r c h i t e c t u r e . c o m REVISIONS: Ren. 7/31/19 No. C 22162 M A R K ET E LA AT NEOIFOR CCLI ST R E N SE D A CHIT E AI T AT NEOIFOR ST AI F CA L PROPOSED RESIDENCE F.SHTG: 65.71 (FIRST FLOOR) PAD: 65.38 TR O U G H F.SLAB: 50.78 (BASEMENT FLOOR) THE PLUG OF AN ABANDONED (EXISTING) DRIVEWAY, SHALL BE PER STD-165-L. THE DRIVEWAY PLUG SHALL ALSO INCLUDE THE SIDEWALK PORTION BEHIND THE SLOPED PORTION PER CITY STANDARD REPLACE WITH TURF DEMO EXIST. DRIVEWAY OF THE DRIVEWAY APPROACH. IN PLACE. NEW PLANTER WALL -WALL NOT TO EXCEED 42 INCH ABV. EXIST. GRADE (PRIOR TO CONSTRUCTION.) SEE LANDSCAPE PLANS FOR ADD'L INFORMATION FOOTPRINT OF FIRST FLOOR ABOVE (SHOWN HEAVY LINE WITH POCHE -TYP.) EN T R Y SPA FOOTPRINT OF FIRST FLOOR ABOVE (SHOWN HEAVY LINE WITH POCHE -TYP.) SEE LANDSCAPE PLANS FOR ADD'L INFORMATION SEE LANDSCAPE PLANS FOR ADD'L INFORMATION SEE LANDSCAPE PLANS FOR ADD'L INFORMATION TRASH TRASH SCREEN WALLS PATIO BELOW LINE OF CANOPY ABOVE NEW 5FT HIGH POOL SECURITY FENCE -TUBE STEEL o/3FT PLASTER WALL UNDER SEPARATE PERMIT TYP. NEW 5FT HIGH STEEL POOL SECURITY FENCE UNDER SEPARATE PERMIT TYP. NEW 5FT HIGH STEEL POOL SECURITY FENCE UNDER SEPARATE PERMIT TYP. NEW 5FT HIGH POOL SECURITY FENCE 4FT. GLASS o/ 1FT. BLOCK WALL. UNDER SEPARATE PERMIT TYP. NEW 42" HIGH GLASS o/ DECK EDGE -UNDER SEPARATE PERMIT TYP. TOP OF TROUGH WALL TO BE SLOPED. NO FLAT LEDGES AT THIS WALL. EXIST. GRADE NEW 5FT HIGH POOL SECURITY FENCE -TUBE STEEL o/3FT PLASTER WALL UNDER SEPARATE PERMIT TYP. EXIST. GRADE COVERED PATIO SLOPED PLANTER A/C - COMPLY WITH CITY ACOUSTICAL STANDARDS A/C A/C A/C A/C COURTYARD BELOW GATE OPEN TO SKY OPEN TO SKY NEW 42" HIGH GLASS o/ DECK EDGE -UNDER SEPARATE PERMIT TYP. GATE MAIL SLOT IN GATE OUTLINE OF GARAGE BELOW G A R A G E B E L O W EXIST. GRADE EXIST. GRADE A/C EXIST. TO P OF SLOPE PLANTER PLANTER 5' HIGH GATE -BELOW TROUGH GATE ELEC. METER SEE SHT A-2 & A-5 -FIELD INSPECTORS TO REVIEW & APPROVE UNDERGROUND SERVICE REQ. PRIOR TO CONC. PLACEMENT NOTE: ELECTRICAL SERVICE TO BE UNDER GROUND FOR NEW CONSTRUCTION OR FOR ADDITIONS GREATER THAN 50%. NOTE: EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. UP UP PL A N T E R PL A N T E R BBQ P O O L E D G E 6 5 .1 3 DRIVEWAY PLANTER BED / BIO-RETENTION 5 8 . 0 T W 5 8 . 5 E G 54.66 T.W. 49.85FG 51.10 F.S. 52.02 F.S. 53.01 F.S. 54.51 F.S. 55.26 T.W. 5 8.5 1 T.F. 55.01F.S 6 2 .51 F.S. 5 8 .0 T .F . NEW PLANTER WALL -WALL NOT TO EXCEED 42 INCH ABV. EXIST. GRADE (PRIOR TO CONSTRUCTION.) LINE OF CANOPY ABOVE GATE GATE VICINITY MAP SITE LEGEND LINE OF BUILDING FOOTPRINT PROERTY LINE SETBACK LINE TREES CONTOUR LINES (SEE TOPOGRAPHIC SURVEY AND GRADING PLANS) SCO WATER METER SEWER CLEAN OUT A/C AIR CONDITIONING CONDENSER. VERIFY SIZE WITH TITLE 24 REPORT. SOUND ATTENUATION DESIGN TO BE BE PROVIDED BY CONTRACTOR AT TIME OF PULLING PERMIT. -PROVIDE ELEC. DISCONNECT, TO BE VISIBLE FROM UNIT, TO PROTECT MAINTENANCE PERSONAL DURING REPAIR OR MAINTENANCE. SEE PAGE 2 OF THE CF1R FOR THE REQUIRED HERS VERIFICATIONS SUMMARY. PLEASE NOTE THE HERS MEASURE QII, HIGH QUALITY INSULATION INSTALLATION, NEEDED TO BE USED IN ORDER TO REACH COMPLIANCE. THEREFORE, A HERS RATER WILL NEED TO BE HIRED TO PERFORM THIS TEST BEFORE THE WALLS ARE CLOSED IN. TITLE 24 / HERS INSPECTION ENERGY NOTES PER T24, PROVIDE RADIANT BARRIER. T24 / RADIANT BARRIER CITY OF NEWPORT BEACH NOTES ALL DOORS FROM HOUSE TO POOL YARD MUST BE EQUIPPED WITH AN ALARM PER C.B.C. 3109 & N.B.M.C. 15.04.230. POOL ENCLOSURE AND SAFETY FEATURES SHALL BE PROVIDED. DOORS TO POOL NEW CONSTRUCTION, REQUIRES INSTALLATION OF A FIRE SPRINKLER SYSTEM THROUGHOUT THE STRUCTURE. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. DEFERRED SUBMITTAL TO BE CERTIFIED BY PROJECT ARCHITECT PRIOR TO SUBMITTAL. FIRE SPRINKLERS EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. UTILITY FIRE PIT WILL BE UNDER SEPARATE PERMIT BUT IT SHALL BE BUILT AT THE SAME TIME AS THIS PERMIT. FIRE PIT A/C UNIT INSTALLATION & LOCATION, POOLS, SPAS, FOUNDATION FOR POOL/SPA, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. SEPARATE PERMITS THE SURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF COUNTY SURVEYOR. EVIDENCE OF THE FILING SHALL BE SUBMTTED TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION. CORNER RECORD / RECORD OF SURVEY ISSUANCE OF A BUILDING PERMIT BY THE CITY DOES NOT RELIEVE APPLICANT OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN COMMUNITY ASSOCIATION APPROVAL OF PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. ASSOCIATION APPROVAL ADVISORY MAINTAIN DRAINAGE PER CITY STANDARDS AND EXISTING CONDITIONS. CONTRACTOR SHALL TEST THE DRAINAGE TO VERIFY FLOW BEFORE AND AFTER ADDITION. SHOULD PONDING OR OTHER RESTRICTION OCCUR, CONTACT THE OWNER AND ARCHITECT IMMEDIATELY. DRAINAGE ALL TEMPERED GLASS TO BE ETCH MARKED. TEMPERED GLASS WALLS WITHIN 5 FEET OF PROPERTY LINE SHALL BE 1-HOUR FIRE RESISTIVE CONSTRUCTION. FIRE RESISTIVE CONSTRUCTION NEW CONSTRUCTION WITH SLAB ON GRADE SHALL INSTALL A CAPILLARY BREAK IN COMPLIANCE WITH THE FOLLOWING: A 2-INCH THICK LAYER OF SAND OVER A VAPOR BARRIER OVER A 4-INCH THICK BASE OF 1/2-INCH OR LARGER CLEAN AGGREGATE AND A CONCRETE MIX DESIGN WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING. (FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.0R-06) -PROVIDE A MOISTURE VAPOR RETARDER CONSISTING OF A POLYETHYLENE MEMBRANE SUCH AS 15-MIL VAPOR BARRIER TO MEET ASTM 1745, OR EQUIVALENT. REFER TO SOILS REPORT WHICH GOVERNS OVER ARCHITECTURAL AND CIVIL PLANS. FLOOR SLABS - CAPILLARY BREAK ALL WORK RELATED TO AIR CONDITIONING CONDENSERS AND POOL AND/OR SPA EQUIPMENT SHALL BE PERFORMED BY A LICENSED CONTRACTOR AS DESIGN-BUILD CONSTRUCTION. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC AND POOL AND/OR SPA EQUIPMENT PER ARI STANDARD 275, PRIOR TO OBTAINING MECHANICAL OR POOL/SPA PERMITS. SOUND LEVEL NOT TO EXCEED 50 DBA (55DBA WITH TIMER; 65 DBA WITH TIMER AND NEIGHBOR'S CONSENT) PER SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BE ADJACENT PROPERTY PATIO OR OPENING. ACOUSTICS RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 CAL GREEN CODE. CONSTRUCTION AND DEMOLITION WASTE THE GENERAL CONTRACTOR SHALL EXTENSIVELY PHOTOGRAPH THE SITE AND PUBLIC RIGHT-OF-WAY PRIOR TO STARTING DEMOLITION/CONSTRUCTION AS PROOF OF THE EXISTING CONDITION FOR PUBLIC WORKS DEPARTMENT. PROOF OF EXISTING CONDITIONS REMOVAL OF ANY CITY TREES REQUIRES PRIOR APPROVAL FROM GENERAL SERVICES DEPARTMENT. TREES -PROTECT CITY TREES IN PLACE PROVIDE TREES IN THE PARKWAY ADJOINING THIS SITE TO THE SATISFACTION OF THE GENERAL SERVICES DEPARTMENT. TEL: (949) 644-3083. APPROVAL FROM THE GENERAL SERVICES DEPARTMENT IS REQUIRED ON THE BUILDING INSPECTION CARD PRIOR TO FINAL INSPECTION. TREES ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN "A" LICENSED GENERAL ENGINEERING CONTRACTOR. WASTEWATER CONTRACTOR ALL WORK RELATED TO WATER PIPING IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN "A" LICENSED GENERAL ENGINEERING CONTRACTOR. WATER CONTRACTORCONTRACTOR SHALL RECONSTRUCT ALL DAMAGED/BROKEN CONCRETE CURB, GUTTER AND SIDEWALK ALONG THE FAIRFIELD ROAD AND ORRRINGTON ROAD FRONTAGES. -PER CIVIL PLANS. SITE RECONSTRUCTION IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALLEY/STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER 2 OF 3 BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR ENCROACHMENT PERMIT INSPECTION PUBLIC WORKS PLANNING BUILDING HEIGHT CERTIFICATION UPON COMPLETION OF FRAMING AND PRIOR TO INSTALLATION OF ANY ROOF MATERIAL MUST BE SUBMITTED. A HEIGHT CERTIFICATION FROM A LICENSED ENGINEER MUST BE SUBMITTED FOR SLAB HEIGHT CERTIFICATION PRIOR TO POURING CONCRETE SLAB. BUILDING HEIGHT OVERALL CHIMNEY HEIGHT FROM AN INTERIOR FIREPLACE (INCLUDING CAP AND/OR ARRESTOR) PERMITTED TO EXCEED HEIGHT LIMIT ONLY AS REQUIRED BY C.R.C. OR MANUFACTURER SPECIFICATION PLUS ADDITIONAL 12" MAXIMUM FOR CAP/SPARK ARRESTOR. THE PORTION THAT EXCEEDS HEIGHT LIMIT AND C.R.C. MINIMUM IS LIMITED NOT ONLY TO 12 INCHES IN HEIGHT BUT ALSO 2 FEET BY 4 FEET IN WIDTH AND DEPTH. CHIMNEY HEIGHT DISTANCE FROM FACE OF FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK PLUS WALL FINISH THICKNESS (MINIMUM) WHERE NEW CONSTRUCTION OR MORE THAN 25% ADDED. WALL FINISH TO PROPERTY LINE -SETBACK A 4' SIDEYARD SETBACK SHALL BE MAINTAINED UP TO A MAXIMUM HEIGHT OF 8' ABOVE GRADE BETWEEN PRIMARY ENTRANCE TO ANY DWELLING UNIT AND THE PUBLIC STREET OR ALLEY AND WITHIN THIS AREA A 3' WIDE UNOBSTRUCTED WALKWAY SHALL BE PROVIDED. WALKWAY SHALL BE PAVED AND THE ONLY ABOVE GRADE ENCROACHMENTS PERMITTED IN THIS AREA SHALL BE STEPS ESSENTIAL FOR USE OF A FIRST FLOOR ENTRANCE. SIDEYARD TRASH CAN STORAGE AREA TO BE OUT OF VIEW FROM PUBLIC PLACES AND MAY NOT BE LOCATED IN REQUIRED PARKING AREAS. TRASH PER SECTION 20.65.070 D, SKYLIGHTS MAY PROJECT A MAXIMUM OF 6" ABOVE THE FINISHED SURFACE OF A CONFORMING ROOF. SKYLIGHTS DISTANCE FROM FACE OF FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK PLUS WALL FINISH THICKNESS (MINIMUM) WHERE ADDITIONAL AREA IS LESS THAN 25%. EXIST NON CONFORMING IS ACCEPTABLE PER C.N.B. WALL FINISH TO PROPERTY LINE -SETBACK OVERLAY DISTRICT -AN ADDITION TO THE PRINCIPAL BUILDING SHALL BE ALLOWED TO BE CONSTRUCTED TO THE SIDE YARD SETBACK LINE IN EFFECT AT THE TIME THE PRINCIPAL BUILDING WAS CONSTRUCTED. SIDE SETBACK PER CNB 20.30.110 A. 1. ACCESS TO SIDE SETBACK AREA. ON RESIDENTIAL LOTS, REGARDLESS OF THE SETBACK AREA ENCROACHMENTS ALLOWED BY THIS SUBSECTION, A MINIMUM THIRTY-SIX (36) INCH WIDE PASSAGEWAY SHALL BE MAINTAINED WITHIN AT LEAST ONE SIDE SETBACK AREA ADJACENT TO THE PRINCIPAL STRUCTURE IN COMPLIANCE WITH THE FOLLOWING: i. THE PASSAGEWAY SHALL BE FREE OF ANY ENCROACHMENTS OR OBSTRUCTIONS FROM GROUND LEVEL TO A HEIGHT OF EIGHT FEET, INCLUDING MECHANICAL EQUIPMENT, AND OTHER ITEMS ATTACHED TO, OR DETACHED FROM, THE PRINCIPAL STRUCTURE; ii. FENCES AND WALLS LOCATED IMMEDIATELY ADJACENT TO THE PROPERTY LINE MAY ENCROACH UP TO SIX INCHES. NO REDUCTION OR MODIFICATION TO THIS REQUIREMENT SHALL BE ALLOWED; AND iii. THE OPPOSITE SIDE SETBACK AREA MAY HAVE ENCROACHMENTS ALLOWED BY THIS SUBSECTION. SIDE YARD ACCESS A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5 FT. AND FOR SHORING AND UNDERPINNING. CAL-OSHA PERMIT ENCROACHMENT PERMIT A CITY ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL PRIVATE IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18 ENCROACHMENT AGREEMENT PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. TOTAL FRONT YARD AREA: 905 SF TOTAL IMPERVIOUS LANDSCAPE AREA: 322 SF 322 / 905 = 36% <50% FRONTYARD -IMPERVIOUS LANDSCAPE AREA SITE SLOPE CALCULATIONS SEE ROOF PLAN SHEET FOR SITE SLOPE CALCULATIONS OVERALL TREE HEIGHT SHALL NOT BE MORE THAN 14 FEET. NO BAMBOO OR PALM TREES ARE PERMITTED WITHOUT SPECIFIC APPROVAL BY THE HOMEOWNERS ASSOCIATION PRIOR TO INSTALLATION. TREE HEIGHT HOA NOTES CONTRACTOR LOT COVERAGE NOT YET SELECTED SITE AREA 10,950.93 S.F. BUILDING FOOTPRINT (AT EAVES) 6,310 S.F. LOT COVERAGE (AT EAVES)57.62% (60% MAX.) PROJECT DESCRIPTION NEW 1-STORY SINGLE FAMILY RESIDENCE WITH BASEMENT STRUCTURAL / SHORING ENGINEER PAUL ROHRER STRUCTURAL ENGINEERS 17291 IRVINE BLVD #152 TUSTIN CA 92780 TEL: (714) 486-2537 SURVEYOR APEX LAND SURVEYING, INC. HUNTINGTON BEACH, CA 92646 TEL: (714) 488-5006 FAX: (714) 333-4440 LANDSCAPE ARCHITECT CRAIG DE PFYFFER, PLA, ISA ENVIRONMENTAL DESIGNS LANDSCAPE ARCHITECTURE 1278 GLENNEYRE ST. #196 LAGUNA BEACH,CA.92651 TEL: (800) 811-3010 FAX: (800) 811-3014 CRAIG@ENVIRONMENTALDESIGNSLANDSCAPE.COM CIVIL ENGINEER JT CONSULTING ENGINEERS 14371 EUCLID ST. #2F GARDEN GROVE, CA 92843 TEL: (714) 265-1200 CELL: (714) 815-2356 FAX: (714) 276-0372 GEOTECHNICAL ENGINEER R McCARTHY CONSULTANTING, INC FILE NO: 8184-00 23 CORPORATE PLAZA, SUITE 150 REPORT NO: 20180208-1 NEWPORT BEACH, CA 92660 FEBRUARY 15, 2018 TEL: (949) 629-2539 BUILDABLE AREA BUILDABLE AREA = 7,016 S.F. X 1.5 = MAXIMUM BUILDABLE AREA FOR CATEGORICAL EXEMPTION = 10,524 S.F. TOTAL HABITABLE AREA + GARAGE:11,365 S.F. S.F. (SEE TABULATION ABV) SERVICE WILL BE PROTECTED IN PLACE. PROJECT DATA MECHANICAL / PLUMBING ENGINEERING PROENGINEERING MEP CONSULTANTS 1120 SYCAMORE AVE. 2A VISTA, CA 92081 TEL: (949) 487-0440 EMAIL: INFO@PROENGINEERINGCONSULTING.COM FREE OF OBSTRUCTIONS OR ENCROACHMENTS MIN. 36" WIDE PASSAGE SHALL BE MAINTAINED -HATCHED AREA -SEE "SIDEYARD" NOTE ABOVE LANDSCAPE AREAS TOTAL LANDSCAPE AREA: 2,222 S.F. TOTAL LAWN AREA:0 S.F. TOTAL WATER FEATURE AREA: 479 S.F. THIS PROJECT COMPLIES WITH WATER EFFICIENT LANDSCAPE ORDINANCE. (SEE LDP-1 AND LDP-2 FOR WELO INFORMATION.) (SEE WELO PLANS) 1 1 1 SLOPE 2% SLOPE 2% SL O P E 2% 1 1 1 SELF-CLOSING, SELF-LATCHING GATE1 SELF-CLOSING, SELF-LATCHING GATE1 1 PROPOSED ADJACENT RESIDENCE DECORATIVE CONC. ON GRADE, TYP. 1 1 GUARD 1 GATE SELF-CLOSING, SELF-LATCHING GATE 1 SLOPE 2% 1 LA P P O O L UN D E R S E P A R A T E P E R M I T UNDER SEPARATE PERMIT NEW 5FT HIGH PROPERTY LINE WALL EXTERIOR PLASTER o/CONC. BLOCK. UNDER SEPARATE PERMIT, UNDER THIS PLAN CHECK. PER CITY STANDARD. EXIST. PAVING MATERIAL FOR DECORATIVE CARRIAGE WALK AND DRIVEWAY APPROACH SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR FOR AN ENCROACHMENT PERMIT / ENCROACHMENT AGREEMENT PRIOR TO ANY WORK IN THE PUBLIC RIGHT OF WAY. THIS WORK MUST BE COMPLETED BEFORE A BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. ENCROACHMENT PERMIT / AGREEMENT 1 1 EXIST. STREET TREES -PROTECT IN PLACE 1 EXIST. STREET TREE -PROTECT IN PLACE 1 DECORATIVE CARRIAGE WALK -SEE LANDSCAPE -SEE ENCROACHMENT PERMIT / AGREEMENT NOTE ABOVE -NOT TO EXCEED 25% OF THE PARKWAY AREA CARRIAGE WALK: 40 S.F....PARKWAY: 371 S.F. = 11% OF PARKWAY AREA CONTRACTOR SHALL, USE THE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO, NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: HTTP://WWW.NEWPORTBEACHCA.GOV/HOME/SHOWDOCUMENT?ID=17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE." EXCAVATION NOTICE 1 EXISTING GAS METER TO BE RELOCATED TO PRIVATE PROPERTY 1 1 SEE DETAIL: 3/A-4.2 1 1 -SEE L-1 FOR DETAILS -SEE L-1 FOR DETAILS -SEE L-1 FOR DETAILS -SEE L-1 FOR DETAILS 1 1 1 1 1 1 AT LEAST FORTY (40) PERCENT OF THE PORTION OF THE FENCE OR WALL ABOVE TWO FEET IS OPEN. AT LEAST FORTY (40) PERCENT OF THE PORTION OF THE FENCE OR WALL ABOVE TWO FEET IS OPEN. AT LEAST FORTY (40) PERCENT OF THE PORTION OF THE FENCE OR WALL ABOVE TWO FEET IS OPEN. AT LEAST FORTY (40) PERCENT OF THE PORTION OF THE FENCE OR WALL ABOVE TWO FEET IS OPEN. 54.66 TW 52.0 EG 53.0 TW56.5 EG 58.0 TF 53.0 TW 52.0 EG 58.0 TF 49.85 FG 5 4 . 6 6 T W 5 7 . 5 E G 5 8 .0 T F 5 3 .0 T W 5 8 .0 T F 5 2 .3 E G 54.0 TW53.5 EG 5 2 .5 E G 52.0 FS 5 8 .0 T W 6 5 .0 E G 6 5.0 T W 6 4.5 E G 54.66 TW 64.5 EG 57.0 FS PLANTER PL A N T E R SHEET INDEX - COASTAL A-1 SITE PLAN, PROJECT DATA A-1.1 GENERAL NOTES A-1.2 WATERPROOFING SPECIFICATIONS A-1.3 DEMOLITION PLAN A-1.4 VEHICLE TURN-AROUND A-2 BASEMENT FLOOR PLAN A-2.1 FIRST FLOOR PLAN A-2.2 ROOF PLAN A-2.3 DOOR AND WINDOW SCHEDULES A-3 EXTERIOR ELEVATIONS A-4 BUILDING SECTIONS A-4.1 BUILDING SECTIONS A-4.2 BUILDING SECTIONS A-5 BASEMENT FLOOR ELECTRICAL PLAN / REFLECTED CEILING PLAN A-5.1 FIRST FLOOR ELECTRICAL PLAN / REFLECTED CEILING PLAN A-6 SQUARE FOOTAGE CALCULATIONS A-6.1 SQUARE FOOTAGE CALCULATIONS A-6.2 LOT COVERAGE CALCULATIONS D-1 ARCHITECTURAL DETAILS D-2 ARCHITECTURAL DETAILS T-24A ENERGY CALCULATIONS T-24B ENERGY CALCULATIONS C1 PRELIMINARY GRADING PLAN CPPP CONSTRUCTION POLLUTION PREVENTION PLAN 1 of 1 TOPOGRAPHIC SURVEY LDP-1 WELO PLAN LDP-2 PRELIMINARY PLANTING PLAN L-1 PRELIMINARY HARDSCAPE PLAN (FOR REFERENCE ONLY) WE L O 1 1 7/13/2018 4:35:09 PM .. . . .. . . FLAT COATINGS COATING CATEGORY VOC LIMIT NONFLAT COATINGS NONFLAT-HIGH COATINGS ALUMINUM ROOF COATINGS BASEMENT SPECIALTY COATINGS BITUMINOUS ROOF COATINGS BITUMINOUS ROOF PRIMERS BOND BREAKERS CONCRETE CURING COMPOUNDS CONCRETE/MASONRY SEALERS DRIVEWAY SEALERS DRY FOG COATINGS FAUX FINISHING COATINGS FLOOR COATINGS GRAPHIC ARTS COATINGS (SIGN PAINTS) HIGH TEMPERATURE COATINGS INDUSTRIAL MAINTENANCE COATINGS LOW SOLIDS COATINGS MAGNESITE CEMENT COATINGS MASTIC TEXTURE COATINGS FORM-RELEASE COMPOUNDS SPECIALTY COATINGS METALLIC PIGMENTED COATINGS PRETREATMENT WASH PRIMERS PRIMERS, SEALERS AND UNDERCOATERS REACTIVE PENETRATING SEALERS RECYCLED COATINGS ROOF COATINGS VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS (GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS) 50 150 50 150 100 250 500 420 250 450 100 500 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND INCLUDING EXEMPT COMPOUNDS. 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEBRUARY 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. FIRE RESISTIVE COATINGS 1 2, 3 MULTICOLOR COATINGS RUST PREVENTATIVE COATINGS CLEAR OPAQUE SPECIALTY PRIMERS, SEALERS AND UNDERCOATERS STAINS STONE CONSOLIDANTS SWIMMING POOL COATINGS SHELLACS TRAFFIC MARKING COATINGS WATERPROOFING MEMBRANES WOOD COATINGS WOOD PRESERVATIVES ZINC-RICH PRIMERS 250 730 550 100 450 340 100 TUB AND TILE REFINISH COATINGS 100 400 400 420 250 275 350 340 250 50 50 350 350 350 100 350 350 120 250 420 100 350 250 14. PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS AS SET FORTH IN TABLE 4.504.5 BELOW (4.504.5). HARDWOOD PLYWOOD VENEER CORE PRODUCT LIMIT HARDWOOD PLYWOOD COMPOSITE CORE PARTICLEBOARD THIN MEDIUM DENSITY FIBERBOARD FORMALDEHYDE LIMITS (MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION) 0.09 1 0.05 MEDIUM DENSITY FOBERBOARD 2 0.11 0.13 0.05 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333-96(2002). FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 8 MILLIMETERS 15. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE BUILDING INSPECTOR TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM UNTIL FINAL STARTUP OF THE HVAC EQUIPMENT. (4.504.1) 16. BATHROOM EXHAUST FANS SHALL EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS A COMPONENT OF WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF LESS THAN OR EQUAL TO 50% TO MAXIMUM 80%. (4.506.1) 17. DUCT SYSTEMS ARE SIZED, DESIGNED AND EQUIPMENT IS SELECTED USING THE FOLLOWING METHODS (4.507.2): a. ESTABLISH HEAT LOSS AND HEAT GAIN VALUES ACCORDING TO ANSI/ACCA 2 MANUAL J-2011 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR EQUIVALENT DESIGN METHODS. b. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ACCA 1 MANUAL D-2014 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. c. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S-2014 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS 18. HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED TO WORK UNDER THE DIRECT SUPERVISION OF TRAINED AND CERTIFIED INSTALLERS IN THE PROPER INSTALLATION OF HVAC SYSTEMS. (702.1) 19. HVAC SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE INSPECTING. (702.2) DOCUMENTATIONS 20. AN OPERATION AND MAINTENANCE MANUAL, CD, WEB-BASED REFERENCE OR OTHER APPROVED MEDIAL SHALL BE PROVIDED BY THE BUILDER TO THE BUILDING OCCUPANT OR OWNER AT THE FINAL INSPECTION. IT SHALL INCLUDE OPERATION AND MAINTENANCE INSTRUCTION OF THE EQUIPMENT AND APPLIANCES. (4.410.1) 21. DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT FINISH MATERIALS USED TO COMPLY WITH VOC LIMITS AS SET FORTH IN TABLES 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPOSITE WOOD PRODUCTS USED COMPLY WITH FORMALDEHYDE LIMITS SET FORTH IN TABLES 4.504.5. (4.504.5.1) 23. DOCUMENTATION WHICH SHOWS COMPLIANCE WITH CAL GREEN CODE INCLUDING CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, AND INSPECTION REPORTS AND VERIFICATION SHALL BE AVAILABLE AT THE FINAL INSPECTION. (703.1) 24. CAL GREEN DOCUMENTATION COMPLIANCE CERTIFICATION FORM (CITY FORM) IS REQUIRED TO BE SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO FINAL BUILDING INSPECTION. (SECTION 703.1) CorrList\RESIDENTIAL CALGreenMandatoryMeasures 01/10/2017 CAL GREEN NOTES CAL GREEN NOTES (CONTINUED) ENERGY EFFICIENCY 3. NEW ONE AND TWO FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE GARAGES SHALL INSTALL A LISTED NOMINAL 1 INCH INSIDE DIAMETER RACEWAY TO ACCOMODATE A DEDICATED 208/240 VOLT BRANCH CIRCUIT. (4.106.4.1) a. THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX, OR ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. b.THE SERVICE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A MINIMUM 40 AMPERE DEDICATED BRANCH CIRCUIT AND SPACE RESERVED FOR INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. c. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICES SPACE RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE." d. THE RACEWAY TERMINATION LOCATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE." ENVIRONMENTAL QUALITY 8. MOISTURE CONTENT OF THE BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING IS CHECKED BEFORE ENCLOSURE ACCORDING TO ONE OF THE FOLLOWING (4.505.3): 9. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(2) AND OTHER TOXIC REQUIREMENTS IN SECTIONS 94522(E)(1) AND (F)(1) OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520. (4.504.2.3) 10. CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH OF THE FOLLOWING (4.504.3): 11. MINIMUM 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OF THE FOLLOWING (4.504.4): 12. ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOLATILE ORGANIC COMPOUND (VOC) LIMITS SET FORTH IN TABLE 4.504.1 OR TABLE 4.504.2. (4.504.2.1) SCOPE 1. 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CG) IS APPLICABLE TO ALL NEW RESIDENTIAL BUILDINGS, INCLUDING BUT NOT LIMITED TO, DWELLINGS, APARTMENT HOUSES, CONDOMINIUMS, HOTELS, AND OTHER TYPES OF DWELLINGS CONTAINING SLEEPING ACCOMMODATIONS WITH OR WITHOUT COMMON TOILETS OR COOKING FACILITIES REGULATED BY THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT (HCD-1). (NBMC 15.11.010, CG SECTION 101.3.1). 2. 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CG) IS APPLICABLE TO ADDITIONS OR ALTERATIONS OF EXISTING RESIDENTIAL BUILDINGS WHERE THE ADDITION OR ALTERATION INCREASES THE BUILDING'S CONDITIONED AREA, VOLUME, OR SIZE. THE REQUIREMENTS SHALL APPLY ONLY TO AND/OR WITHIN THE SPECIFIC AREA OF THE ADDITION OR ALTERATION. (301.1.1) MATERIAL CONSERVATION AND RESOURCES EFFICIENCY 4. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN SOLE/BOOTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR OTHER SIMILAR METHOD. (4.406.1) 5. UTILIZE ONE OF THE CITY'S APPROVED FRANCHISE HAULER TO RECYCLE AND/OR SALVAGE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE. (4.408.1, 4.408.3) a. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE-TYPE OR CONTACT-TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS CODE. b. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (1219 MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. c. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING. a. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. b. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH SPECIFICATION 01350. c. NSF/ANSI 140 AT THE GOLD LEVEL. d. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD.TM a. VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCT DATABASE. b. PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD c. CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. d. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH SPECIFICATION 01350. INDOOR CARPET ADHESIVES ARCHITECTURAL APPLICATIONS VOC LIMIT CARPET PAD ADHESIVES OUTDOOR CARPET ADHESIVES WOOD FLOORING ADHESIVES RUBBER FLOOR ADHESIVES SUBFLOOR ADHESIVES CERAMIC TILE ADHESIVES VCT AND ASPHALT TILE ADHESIVES DRYWALL AND PANEL ADHESIVES COVE BASE ADHESIVES MULTIPURPOSE CONSTRUCTION ADHESIVES STRUCTURAL GLAZING ADHESIVES SINGLE-PLY ROOF MEMBRANE ADHESIVES OTHER ADHESIVES NOT SPECIFICALLY LISTED PVC WELDING ABS WELDING PLASTIC CEMENT WELDING ADHESIVE PRIMER FOR PLASTIC CONTACT ADHESIVE SPECIAL PURPOSE CONTACT ADHESIVE STRUCTURAL WOOD MEMBER ADHESIVE CPVC WELDING SPECIALTY APPLICATIONS TOP AND TRIM ADHESIVE METAL TO METAL PLASTIC FOAMS POROUS MATERIAL (EXCEPT WOOD) WOOD FIBERGLASS SUBSTRATE SPECIFIC APPLICATIONS ADHESIVE VOC LIMIT (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER) 50 50 150 100 60 50 65 50 50 50 70 100 250 50 80 30 50 50 30 80 510 490 325 250 550 250 140 250 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION, REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. ARCHITECTURAL SEALANTS VOC LIMIT MARINE DECK NONMEMBRANE ROOF ROADWAY SINGLE-PLY ROOF MEMBRANE OTHER ARCHITECTURAL NONPOROUS SEALANT VOC LIMIT (LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER) 300 250 760 250 450 420 775 250 MODIFIED BITUMINOUS MARINE DECK 500 760 SEALANT PRIMERS POROUS OTHER 750 13. PAINTS, STAINS, AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS SET FOURTH IN TABLE 4.504.3. (4.504.2.2) 1, 2 FIXTURE TYPE MAXIMUM FLOW RATE SINGLE SHOWERHEADS 2 GPM @ 80 PSI MULTIPLE SHOWERHEADS COMBINED FLOW RATE OF 2 GPM @ 80 PSI RESIDENTIAL LAVATORY FAUCETS 1.2 GPM @ 60 PSI COMMON AND PUBLIC USE LAVATORY FAUCETS 0.5 GPM @ 60 PSI KITCHEN FAUCETS WATER EFFICIENCY AND CONSERVATION 6. NEW RESIDENTIAL DEVELOPMENTS WITH AN AGGREGATE LANDSCAPE AREA EQUAL TO OR GREATER THAN 500 SQUARE FEET SHALL COMPLY WITH CITY'S WATER EFFICIENT LANDSCAPE ORDINANCE ordinance. (4.304.0, NBMC 14.17) 7. PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE FOLLOWING(4.303.1): 1. INCLUDES SINGLE AND DUAL FLUSH WATER CLOSETS WITH AN EFFECTIVE FLUSH RATE OF 1.28 GALLONS OR LESS WHEN TESTED PER ASME A122.19.233.2 FOR SINGLE FLUSH AND ASME A112.19.14 FOR DUAL FLUSH TOILETS. 2. LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATE LESS THAN 0.8 GPM AT 20 PSI. METERING FAUCETS 0.25 GALLONS PER CYCLE MAXIMUM WATER CLOSETS 1.28 GALLONS / FLUSH WALL MOUNTED URINAL 0.125 GALLONS / FLUSH 2 1.8 GPM @ 60 PSI3 1 ALL OTHER TYPES OF URINAL 0.5 GALLONS / FLUSH SYMBOLS WINDOWS INSIDE OUTSIDE PROPERTY LINE CENTER LINE SETBACK LINE OR HIDDEN LINE BENCH MARK DOOR DESIGNATION WINDOW DESIGNATION DETAIL REFERENCE AIR CONDITIONING CONDENSER AS OCCURS. SEE T-24A SHEET (ENERGY CALCS) FOR MINIMUM SEER REQUIRED. COMPLY WITH SOUND REQUIREMENTS. BATHROOM SINK. PROVIDE FULL HEIGHT POLISHED PLATE MIRROR, UNLESS NOTED OTHERWISE. SEE INTERIOR ELEVATIONS WHERE PROVIDED. FAUCET SHALL COMPLY WITH WATER FLOW REQUIREMENTS. SECTION REFERENCE DOORS STAIRS 1. SEE SCHEDULE FOR DOOR SIZES, FEATURES, MANUFACTURER AND DETAILS. FRONT DOORS SHALL MAINTAIN 32" CLEAR IN OPEN POSITION. CRC R311.2. 2. FOR RESIDENTIAL PROJECTS: DOORS AND FRAMES FROM 1-HOUR RATED GARAGE TO HOUSE WALLS SHALL BE RATED NO LESS THAN 20 MINUTE SMOKE CONTROL ASSEMBLY. (THE SEPARATION MAY BE LIMITED TO THE INSTALLATION OF MATERIALS APPROVED FOR 1-HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE AND A SELF CLOSING, TIGHT FITTING, 1-3/8" SOLID CORE WOOD DOOR, STEEL HONEYCOMB-CORE DOOR, OR A DOOR HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES IS PERMITTED IN LIEU OF 1-HOUR ASSEMBLY. DOORS SHALL BE SELF CLOSING AND LATCHING. PER CRC R302.5.1 3. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED AT THE HEADS, JAMBS AND SILLS. 1. SEE SCHEDULE FOR DOOR SIZES, FEATURES, MANUFACTURER AND DETAILS. 2. ALL GLASS ADJACENT TO DOORS AND WINDOWS WITHIN 18 INCHES OF WALKING SURFACES SHALL BE FULLY TEMPERED. 3. ALL WINDOWS SHALL COMPLY WITH ANSI-S-134.1. ALL DOORS SHALL COMPLY WITH ANSI-S-134.2 -1972. 4. ALL GLASS SHALL COMPLY WITH APPLICABLE FEDERAL CONSUMER SAFETY LAWS. 5. EGRESS. ALL BEDROOMS SHALL HAVE EMERGENCY RESCUE WINDOWS OR DOORS. A. A MINIMUM 5.7 S.F. (5.0 S,F, IS ACCEPTABLE AT GRADE LEVEL) CRC R310.1.1 EXCEPTION B. MINIMUM NET CLEAR OPENING WIDTH 20 INCHES. C. MINIMUM NET OPENING HEIGHT 24 INCHES D. MAXIMUM WINDOW SILL HEIGHT OF 44 INCHES ABOVE FLOOR. THERE SHALL BE CLEAR ACCESS FROM EMERGENCY ESCAPE OPENING TO A PUBLIC WAY. VERIFY ALL WINDOWS PRIOR TO ORDERING. 6.**ALL TEMPERED GLASS SHALL BE ETCH MARKED** STAIRS SHALL BE PER CRC R311.7. 1. SEE PLAN FOR RISE AND RUN. MAXIMUM RISE OF 7.75 INCHES AND MINIMUM RUN (TREAD) OF 10 INCHES. R311.7.4 PROVIDE A NOSING BETWEEN 0.75” AND 1.25” ON STAIRWAYS WITH SOLID RISERS WHERE TREAD DEPTH IS LESS THAN 11”. R311.7.4.3 AND EXCEPTION 1. MINIMUM WIDTH OF 36 INCHES. R311.7.1 MINIMUM HEADROOM OF 6 FT. 8 INCHES. R311.7.2 2. WINDER TREADS: A. SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES AT A POINT 12 INCHES FROM THE NARROW SIDE. R311.7.4.2 B. SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR 3. LINE PER CRC R311.7.3. 1 12" DIAMETER HANDRAIL SPACED NOT LESS THAN 1 12" FROM WALL. EXTEND HANDRAILS 6" BEYOND TOP AND BOTTOM RISERS WITH ENDS RETURNED TO WALL OR NEWEL POSTS PER PLAN. ENCLOSED USABLE SPACE UNDER A STAIR SHALL BE PROTECTED WITH 12" GYP. BOARD MIN. 4. GUARDRAILS SHALL BE 42" ABOVE FINISH FLOOR. INTERMEDIATE PICKETS SHALL BE SPACED SUCH THAT A S SPHERE 4" IN DIAMETER CAN NOT PASS THROUGH. CRC R312.3 EXP 2 EXCEPT THAT ON SIDES OF A STAIR THE PICKETS MAY BE SPACED SUCH THAT A SPHERE 4 3/8" MAY NOT PASS THROUGH. ATTIC VENT AND ACCESS. WHEN ATTIC OCCURS WITH 30" MINIMUM HEADROOM, PROVIDE AN ATTIC ACCESS 22"x30" (30"x30" WHERE F.A.U. OCCURS) LOCATED IN A CORRIDOR HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. PREMANUFACTURED FIREPLACE WITH FLUE AND SPARK ARRESTOR BY "HEATILATOR", "LENNOX", OR "SUPERIOR", UL REPORT #147, OR EQUAL. PROVIDE FIREPLACE HEARTH PER MANUF. & CODE. DESA METAL PREMANUFACTURED FIREPLACES. INSTALL PER ICC REPORT ESR #2542. -FACROTY-BUILT FIREPLACES, CHIMNEYS AND ALL OF HEIR COMPONENTS SHALL BE LISTED IN ACCORDANCE WITH THEIR LISTING AND MANUFATURER'S INSTALLATION INSTRUCTIONS. -DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT FIREPLACES EXCEPT WHERE SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNE SYSTEM AND AREA INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. - PROVIDE A PERMANANEMTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX IN A SOLID FUEL BURBING FIREPLACE. -SOLID FUEL BURNING FIREPLACE MUST COMPLY WITH THE CALIFONIA ENERGY STANDARDS NANDATORY MEASURES" -GAS APPLIANCE FIREPLACE MST COMPLY WITH THE CALGREEN CODE REQUIREMENTS. SKYLIGHTS. SKYLIGHTS SHALL BE MANUFACTURED BY BRISTOLITE UNLESS NOTED OTHERWISE. DUAL-PANE SKYLIGHT. INSTALL PER ICC ESR-3177 AND MANUFACTURER RECOMMENDATIONS. SEE T-24 ENERGY CALCS. HARDWIRED SMOKE DETECTOR w/BATTERY BACKUP -ALL BEDROOMS AND CORRIDORS/ROOMS LEADING TO BEDROOMS. BATTERY OPERATED SMOKE DETECTOR ACCEPTABLE IN EXISTING CONSTRUCTION. CARBON MONOXIDE DETECTOR - HARDWIRED U.N.O - LOCATE NEAR BEDROOMS & AWAY FROM GAS APPLIANCES AS PER MANUF.'S RECOMMENDATIONS DESIGNATIONSYM SYM DESIGNATION HEATING PLUMBING THERMOSTAT SUPPLY AIR REGISTER -WALL RETURN AIR REGISTER -WALL PROVIDE FORCED AIR UNIT, FLUE THROUGH ROOF PER CMC. PROVIDE 6" COMBUSTION AIR DUCT TO OUTSIDE AIR (WHERE A/C IS REQ'D BY OWNER, PROVIDE COND. AT GRADE ON CONC. PAD. CONCEAL WITH PLANTING). PROVIDE 2" DIAMETER STEEL BUMPER SET IN CONC. WHERE LOCATED IN GARAGE AND SET ON 18" HIGH PLATFORM. SUPPLY AIR REGISTER -CEILING RETURN AIR REGISTER -CEILING PROVIDE 120V & 220V OUTLETS, F. GAS, HOT + COLD WATER, AND SEWER CONNECTION. PROVIDE AT DRYER LOCATION A VENT TO EXTERIOR & LINT TRAP AT ELBOWS PER MANUFACTURERS RECOMMENDATIONS. HOSE BIBB -PROVIDE ONE AT FRONT OF HOUSE AND ONE AT REAR FUEL GAS - GAS KEY SHOWER VALVES SHALL BE PRES. BALANCE THERMOSTAT MIXING VALVE TYPE "ANTI-SCALD" 2.0 GPM FLOWRATE CPC SEC. 410.7. TILE WALLS TO +72" ABOVE THE DRAIN PER T.C.N.A. REQUIREMENTS. TUB WITH TEMPERED GLASS SHOWER ENCLOSURE 2.0 GPM FAUCET MAX. FLOWRATE -ACRYLIC U.N.O. TILE WALLS TO +72" ABOVE DRAIN PER T.C.N.A. REQ'TS WATER CLOSET - MIN. 30" WIDE SPACE PROVIDE "LOW FLUSH" TOILETS. 1.28 GALLONS PER FLUSH KITCHEN SINK 1.5 GPM FAUCET 60 GAL. WATER HEATER -VENT TO OUTSIDE. PROVIDE P&T VALVE w/DRAIN PAN TO EXTERIOR. EARTHQUAKE STRAP 1/3 FROM TOP & BOTTOM INTO SOLID FRAMING. A.O. SMITH CYCLONE XHE EXH VENT THROUGH SIDE WALL OR ROOF AS REQ'D. TEL REP. H.C. FLETCHER (949)660-0200 (DATE 12/00) SHOWER WITH TEMPERED GLASS (FRAMELESS) ENCLOSURE AND DOOR -PER PLAN. 2.0 GPM FAUCET MAX. FLOWRATE -ACRYLIC U.N.O. TILE WALLS TO +72" ABOVE THE DRAIN PER T.C.N.A. REQUIREMENTS TYPICAL SYMBOLS REVISION DECK DRAIN. THUNDERBIRD OR EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 1/4 " PER FOOT MINIMUM SLOPE TO DRAIN. PROVIDE SEPARATELY PIPED OVERFLOW OR SCUPPER. TANKLESS WATER HEATER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE T-24 ENERGY CALCS. PROVIDE GAS LINE PIPING FOR TANKLESS WATER HEATER. WATERPROOFING, EXTERIOR WALL COVERING AND ROOFING 1. SEE PLANS AND ELEVATIONS FOR MATERIAL SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN A COPY OF ALL PRODUCT INSTALLATION SPECIFICATIONS, ICC AND UL REPORTS AND HAVE THEM AVAILABLE ON SITE. 2. AT BELOW GRADE WATERPROOFING (W/P) PROVIDE "MIRADRI 860/861" AS MANUFACTURERED BY CARLISLE COATINGS AND WATERPROOFING (CCW) (800) 527-7092 AS BLIND SIDE WATERPOOFING MEMBRANE. INSTALL CCW "MIRADRAIN" BACK FILL PROTECTION PRIOR TO BACK FILL. A MANUFACTURER'S REPRESENTATIVE SHALL INSPECT THE FLASHING AND ROUGH WORK PRIOR TO INSTALLATION. INSTALL PER MANUF. REPRESENTATIVES RECOMMENDATIONS. (USE MIRACLAY OVER MIRADRAIN WHERE APPLIED TO LAGGING) 3. WHERE DECK WATERPROOFING OCCURS PROVIDE "DESERT CRETE SYSTEM" BY HILL BROTHERS CEMICAL CO., ORANGE, CA. (626) 333-2251. CEMENTITIOUS SYSTEM DECK SURFACE, CLASS B. WHERE CLASS A IS REQUIRED PROVIDE DESERT CRETE SYSTEM OVER DESERT BRAND MAGNESITE SYSTEM. MINIMUM SLOPE OF DECK AND PLYWOOD SUBFLOOR SHALL BE 1/4" PER 1 FOOT. INSTALL PER ICC REPORT ESR# 1661 4. FLASHING, CORNER BEAD, WEEP SCREED AND EXTERIOR SHEET METAL. PROVIDE FLASHING PER SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) RECOMMENDATIONS. (714) 547-1821. PROVIDE FLASHING AT VALLEYS, SKYLIGHT AND CHIMNEY PENETRATIONS. SEE ROOF PLAN FOR "CORROSION RESISTANT SHEET METAL" FOR MATERIAL SPECIFICATION. - WHERE GALVANIZED STEEL IS USED, PAINT TO MATCH ADJACENT ROOFING. PROVIDE PAN FLASHING UNDER ALL EXTERIOR DOORS. 5. ATTIC VENT. PROVIDE ATTIC VENTILATION AT A RATE OF 1/150 OF THE ATTIC AREA AT THE EAVES. ATTIC VENTS SHALL BE CORROSION RESISTIVE MATERIAL NOT LARGER THAN 1/4" SQUARE TO PREVENT VARMINT AND INSECTS FROM ENTERING THE ATTIC. PER UBC. CBC 1505.3 VENTILATION. EXCEPTION 1. THE OPENING AREA MAY BE 1/300 OF THE AREA OF THE SPACE VENTILATED PROVIDED 50 PERCENT OF THE REQUIRED OPENING AREA IS PROVIDED BY VENTILATION LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET (914mm) ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 6. ROOFING. ROOFING SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS. INSTALL OVER ROOFING FELT. 7. BLDG PAPER. PROVIDE WEATHER RESISTANT BARRIER: 2 LAYERS 15# BLACK BUILDING PAPER UNDER ALL EXTERIOR PLASTER. PROVIDE WEATHER RESISTANT BARRIER: 1 LAYER DUPONT "TYVEK" (TYPAR) HOMEWRAP UNDER ALL EXTERIOR SIDING. PER CBC. INSTALL PER ER-4000. PROVIDE FLASHING AND SEALANT AROUND ALL EXTERIOR OPENINGS. 8. PRESSURE TREATED LUMBER. UNLESS NOTED OTHERWISE PTDF SHALL BE "PRESERVE" ARSENIC AND CHROMIUM FREE AS MANUFACTURED BY CHEMICAL SPECIALTIES INC. (CSI, INC.) (800) 421-8661 EXPOSED EXTERIOR WOOD SHALL BE "PRESERVE PLUS" TREATED WITH ACQ PRESERVATIVE AS MANUFACTURED BY CSI, INC. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. 9. FLASHING AROUND WINDOWS SHALL BE SELF-ADHESIVE "PROTECTOWRAP" FLASHING MIN. OR EQUAL INSTALL PER ESR-1825. WHERE "SISALKRAFT", "BITUTHENE" OR OTHER FIBRE REINFORCED PAPER IS INDICATED AT OPENINGS USE "PROTECTOWRAP" TYPICAL. 10. ALL CONCRETE TO RECEIVE BOSTIK MOISTURE BARRIER MVP4 AT CONCRETE SLABS, UNDER WOOD FLOORING AND STONE FLOORING. 11. WATERPROOFING MEMBRANE BELOW TILE SHALL BE LATICRETE 9235 WATERPROOF MEMBRANE. INSTALL PER ESR-1058 AND MANUFACTURERS RECOMMENDATIONS. ALL INSTALLERS SHALL HAVE A MINIMUM 10 YEARS EXPERIENCE. INSTALL PER MANUFACTURERS REQUIREMENTS. THE GENERAL CONTRACTOR SHALL MAKE AN APPOINTMENT FOR THE OWNERS, OWNERS REPRESENTATIVE, MANUFACTURER, GENERAL CONTRACTOR AND INSTALLER TO DISCUSS INSTALLATION DETAILS PRIOR TO COMMENCING WITH WORK. SUBSTRATE / PLYWOOD SHEATHING MUST BE SLOPED TO DRAIN MIN. 1/4" PER FOOT. 12. WHERE EXTERIOR PAINTED WOOD TRIM IS USED PROVIDE WINDSOR ONE. 7950 REDWOOD DRIVE #4 COTANTI, CA 94931. 707-665-9663 INSTALL PER WINDSOR ONE "EXTERIOR TRIM MANUAL". GENERAL NOTES TYPICAL MATERIAL SPECIFICATIONS CODES DRAWINGS AND SPECIFICATIONS LIENS AND INSURANCE CONTRACTOR (AND OWNER) 1. THE "GENERAL CONDITIONS FOR THE CONTRACT CONSTRUCTION", A.I.A. FORM A-201 IS HEREBY MADE PART OF THESE SPECIFICATIONS. THE CONTRACTOR SHALL EXECUTE THE CONTRACT WITH THE OWNER ON AN A.I.A. CONTRACT. CHANGES IN THE WORK SHALL BE ADMINISTERED, AND ADHERED TO, PER A.I.A. A-201. 2. FIRE PROTECTION SYSTEM DESIGN, PERMITTING, AND CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. PATCH AND REPAIR ALL SURFACES DISRUPTED OR DAMAGED DURING CONSTRUCTION TO MATCH ADJACENT SURFACE EXACTLY TO THE SATISFACTION OF THE ARCHITECT. 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING. 5. THE CONTRACTOR SHALL PROVIDE STAKING. PART OF STAKING SHALL INCLUDE CHECKING FINISH FLOOR, RIDGE AND GRADE HEIGHTS. THIS WORK SHALL BE DONE PRIOR TO STARTING CONSTRUCTION. AND DISCREPANCY OR CONFLICT BETWEEN THE FINISH FLOOR, ROOF OR GRADE HEIGHTS AND THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE PROCEEDING WITH ANY OF THE WORK SO INVOLVED. WHERE A RIDGE HEIGHT IS SHOWN ON THE ELEVATIONS, SECTIONS, OR ROOF PLAN RELATIVE TO A SURVEY, THE GENERAL CONTRACTOR SHALL SURVEY THE RIDGE PRIOR TO SETTING RAFTERS OR SHEATHING. REPORT INFORMATION TO THE ARCHITECT IN WRITING PRIOR TO SETTING RAFTERS OR SHEATHING. ACCOUNT FOR ROOFING THICKNESS IN THE SURVEY HEIGHT. ARCHITECTURAL DRAWINGS INDICATE TOP OF SHEATHING. 6. THE CONTRACTOR SHALL VERIFY, AND REPORT TO THE ARCHITECT, PRIOR TO BIDDING IF A POST-TENSION CONCRETE SLAB OCCURS IN EXISTING CONSTRUCTION. 7. THE CONTRACTOR SHALL VERIFY ALL ABBREVIATIONS WITH THE ARCHITECT. 8. MOLD PREVENTION. THE CONTRACTOR SHALL INSTALL ALL ATTIC AND SUBFLOOR VENTILATION AS INDICATED ON THE DRAWINGS AND SHALL EXCEED BUILDING CODE REQUIREMENTS TO MITIGATE THE POTENTIAL FOR MOLD. THE CONTRACTOR SHALL PROVIDE A LINE ITEM BID COST FOR MOLD TREATMENT AND MITIGATION PRIOR TO COVERING THE FRAMING. THE CONTRACTOR SHALL KEEP DRY AND VENTILATE ALL BUILDING MATERIALS. 9. WHERE DEMOLITION OCCURS, THE CONTRACTOR SHALL VERIFY THAT THE EXTENT OF DEMOLITION DOES NOT IMPACT THE PERMITS. WHERE EXISTING NON-CONFORMING CONSTRUCTION EXISTS, UNDER NO CIRCUMSTANCES SHALL ANY WORK BE DEMOLISHED WITHOUT PRIOR NOTIFICATION AND APPROVAL OF THE ARCHITECT, OWNER AND APPLICABLE AGENCIES. WHERE EXISTING ROTTEN OR DAMAGED MATERIAL NEEDS TO BE REPLACED NOTIFY THE ARCHITECT AND OWNER PRIOR TO REMOVAL OF ANY MATERIAL. 1. ANY CONFLICT BETWEEN CODES AND THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE PROCEEDING WITH ANY OF THE WORK SO INVOLVED. 2. THIS PROJECT SHALL COMPLY WITH THE C.B.C SECURITY PROVISION 1004.3, 1016.4, 1017.11, 1017.12,1019.6, 1005.8.1, 310.4. 3. THIS PROJECT SHALL COMPLY WITH CALIFORNIA ENERGY CONSERVATION STANDARDS FOR NON-RESIDENTIAL BUILDINGS (OR RESIDENTIAL BUILDINGS -FOR A RESIDENCE). 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO STARTING WORK. THE CONTRACTOR SHALL MAKE AND ADD ALL CORRECTIONS NECESSARY DUE TO NEGLIGENT FIELD VERIFICATION AT HIS OWN EXPENSE. 2. ANY OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHTIECT BEFORE PROCEEDING WITH ANY OF THE WORK SO INVOLVED. THE CONTRACTOR OR OWNER SHALL NOT PROCEED WITH ANY WORK UNTIL THESE ITEMS ARE RESOLVED. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS. 3. DRAWING AND MATERIAL SPECIFICATIONS ARE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A COMPLETE BUILDING. THE CONTRACTOR SHALL EXECUTE PARTS AND DETAILS EVEN WHEN NOT FULLY SHOWN OR DESCRIBED. THE CONTRACTOR SHALL EXECUTE NOT FULLY SHOWN OR DESCRIBED PARTS AND DETAILS ACCORDING TO STANDARD AND CUSTOMARY TRADE PRACTICE AND IN SIMILAR MANNER AND SPIRIT OF DETAILS WHICH ARE SHOWN ON DRAWINGS OR DESCRIBED IN SPECIFICATIONS. 4. IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE, NOTIFY THE ARCHITECT IMMEDIATELY. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT NO OBJECTION IS MADE TO THE DETAIL. 5. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS BY THE OWNER OR CONTRACTOR WITHOUT THE ARCHITECT'S APPROVAL RELEASES THE ARCHITECT OR RESPONSIBILITY AND LIABILITY OF ALL WORK SO INVOLVED. THE ARCHITECT IS NOT RESPONSIBLE FOR CONTRACTOR'S NON COMPLIANCE WITH CONTRACT DOCUMENTS. 6. THESE DRAWINGS AND/OR SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. RE-USE, REPRODUCTION OF ANY KIND, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT, IS PROHIBITED. 1. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER (AND CLIENT WHEN APPLICABLE) WITH CERTIFIED WAIVER OF LIENS AND CERTIFIED WAIVER OF LIENS BY ALL SUBCONTRACTORS AND SUPPLIERS. 2. THE CONTRACTOR SHALL PROVIDE WORKERS' COMPENSATION INSURANCE, COMPREHENSIVE BODILY INJURY, FIRE INSURANCE, AND PROPERTY DAMAGE LIABILITY INSURANCE FOR THE DURATION OF THE PROJECT. 3. PROTECT AND HOLD HARMLESS THE OWNER (AND CLIENT WHERE APPLICABLE) AND HIS REPRESENTATIVES, ARCHITECTS, AGENTS, ASSIGNS, CONSULTANTS, EMPLOYEES, AND OFFICERS FROM ANY LIABILITY WHAT-SO-EVER INCLUDING ATTORNEY'S FEES AND EXPENSES, FROM ANY INJURY TO ANY PERSON, OR PERSONS, OR PROPERTY UNTIL COMPLETION OF THE PROJECT. 4. LIMIT OF ARCHITECTS' LIABILIY. THE OWNER (OR CLIENT WHERE APPLICABLE) AND CONTRACTOR RECOGNIZE THE INHERENT RISKS CONNECTED WITH CONSTRUCTION AND AGREE TO LIMIT ANY AND ALL LIABILITY, CLAIM FOR DAMAGES, COST OF DEFENSE, AND EXPENSES TO BE LEVIED AGAINST THE ARCHITECT ON ACCOUNT OF A DESIGN DEFECT, ERROR, OMISSION, OR PROFESSIONAL NEGLIGANCE TO A SUM NOT TO EXCEED THE AMOUNT OF THE ARCHITECTS' HOURLY FEE. 1. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ALL ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH CAUSED BY HIS EMPLOYEES OR SUBCONTRACTORS. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, DEBRIS, EQUIPMENT AND SURPLUS MATERIALS FROM IN AND ABOUT THE PROJECT AND LEAVE THE WORK "BROOM CLEAN." 2. THE CONTRACTOR SHALL VISIT THE SITE AT LEAST ONCE PRIOR TO SUBMITTING A BID. 3. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO ALL EXCAVATION. THE CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES DUE TO FAULTY VERIFICATION. 4. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS ACORDING TO FIRE DEPARTMENT REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, CONSTRUCTION TAXES, AND FEES REQUIRED BY CITY, COUNTY, AND STATE LAWS, EXCEPT GENERAL BUILDING PLAN CHECK FEE WHICH WILL BE PAID FOR BY THE OWNER (OR CLIENT WHEN APPLICABLE). THE CONTRACTOR SHALL INCLUDE ALL THE ABOVE IN CONSTRUCTION. 6. THE GENERAL CONTRACTOR WILL INFORM THE ARCHITECT ONE WEEK PRIOR TO FINAL INSPECTION FOR THE ARCHITECT TO VISIT THE SITE AS PART OF THE CONTRACT. 7. THE CONTRACTOR SHALL NOT USE ARROW TRUSS CO. IN UPLAND, CA FOR TRUSS REQUIREMENTS RESIDENTIAL GENERAL NOTES REQUIRED SETBACK FROM PROPERTY LINE 0-1 DAY TIME IN USE HOURS REQUIRED SETBACK FROM ADJACENT STRUCTURES >1 DAY 10 FEET 20 FEET 5 FEET 5 FEET JOB SITE VISITS CONTRACTOR SHALL INFORM THE ARCHITECT PRIOR TO ALL STAGES OF CONSTRUCTION LISTED BELOW. IF THE ARCHITECT'S ATTENDANCE IS NEEDED, CONTRACTOR AND/OR OWNER SHALL MAKE AN APPOINTMENT WITH THE ARCHITECT (OR THE ARCHITECT'S REPRESENTATIVE) 3 WORKING DAYS PRIOR TO THE FOLLOWING STAGES OF CONSTRUCTION. ATTENDANCE BY THE ARCHITECT IS AT THE DISCRECTION OF THE ARCHITECT AND PAYMENT FOR THIS SERVICE SHALL BE PER CONTRACT. 1. FOUNDATION, PRIOR TO POURING CONCRETE (WHEN NEEDED.) 2. FRAMING, PRIOR TO ROOF FRAMING. (TO REVIEW DUCTING LAYOUT AND ROOF HEIGHTS). 3. LIGHTING (WHERE THE LIGHTING DESIGN IS SOLELY THE RESPOSIBILITY OF THE ARCHITECT). 4. FRAMING, PRIOR TO DRYWALL. 5. AFTER INSTALLATION OF CABINETS AND FLOORING. (WHEN NEEDED.) CITY RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2016 California Residential Code (CRC); 2016 California Building Code (CBC); 2016 California Plumbing Code (CP3); 2016 California Electrical Code (CEC); 2016 California Mechanical Code (CMC); 2016 Building Energy Efficiency Standards (BEES); 2016 California Green Building Standards Code (CAL GREEN); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. RESIDENTIAL BUILDING UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL REPLACE NON COMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING FIXTURES MEETING THE REQUIREMENTS OF 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, SECTION 4.303. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL INSPECTION BY THE CHIEF BUILDING OFFICIAL. (CIVIL CODE, SECTION 1101.1 ET SEQ., NBMC 15.11.010) 2. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 3. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 4. A SITE SURVEY BY A LICENSED SURVEYOR SHALL BE REQUIRED PRIOR TO FOUNDATION CONCRETE POUR. 5. GARAGE CEILING HEIGHT. THE MINIMUM UNOBSTRUCTED VERTICAL CLEARANCE FOR PARKING SPACES SHALL BE SEVEN FEET, EXCEPT THAT THE FRONT FOUR FEET MAY HAVE A MINIMUM VERTICAL CLEARANCE OF FOUR FEET.(NBMC 20.40.090 A 4) 6. UTILIZE ONE OF THE CITY'S APPROVED FRANCHISE HAULER TO RECYCLE AND/OR SALVAGE A MINIMUM OF 65% OF THE NON HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE. (CAL GREEN 4.408.1, 4.408.3) 7. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES CLEAR WIDTH. (CRC 311.7.1) THE MINIMUM HEAD CLEARANCE SHALL BE 6"-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING TREAD NOSING. (CRC 311.7.2) 8. ADVISORY NOTE: HOMEOWNERS ASSOCIATION (HOA) APPROVAL MAY BE REQUIRED FOR THIS IMPROVEMENT. 9. ADDITIONAL PERMITS ARE REQUIRED FOR DETACHED STRUCTORS INCLUDING BUT NOT LIMITED TO: A. ACCESSORY STRUVTURES, DETACHED PATIO COVERS, AND TRELLISES B. MASONARY OR CONRETE FENCES OVER 3.5FT HIGH. C. RETAINING WALLS OVER 4FT HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF THE WALL. CONSTRUCTION: 10. PEDESTRIAN PROTECTION ADJACENT TO PUBLIC WAY TO BE AS FOLLOWS: 11. ALL EXTERIOR LATH AND PLASTER SHALL HAVE TWO LAYERS OF GRADE D PAPER OVER WOOD BASE SHEATHING.(CRC R703.7.3, CBC 2510.6) 12. WALL COVERING OF SHOWERS OR TUBS WITH SHOWERS SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 72 INCHES ABOVE DRAIN INLET. BACKING FOR TILE SHALL BE CEMENT BOARD OR CEMENT PLASTER. (CRC R307.2, CBC 1210.2.3) 13. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS: (CRC R308.4, CBC 2406.4) 14. ALL DOORS FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED ALARM OR AN APPROVED ALTERNATE DROWNING PREVENTION SAFETY FEATURE. (CBC 3109.4.4.2) 15. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): 16. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R315.3): CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R315. 17. ALL FENESTRATIONS ON WINDOWS AND DOORS SHALL HAVE U-FACTORS (0.32 MAX) AND SOLAR HEAT GAIN COEFFICIENT (SHGC=0.25 MAX) VALUES IN ACCORDANCE WITH T-24 ENERGY CALCULATIONS. ALL FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. TEMPORARY GENERATOR: 18. HAND OPERATED CONSTRUCTION TOOLS POWERED BY ELECTRICITY MUST USE POWER PROVIDED BY SOUTHERN CALIFORNIA EDISON THROUGH A TEMPORARY POLE OR AVAILABLE OUTLET. IN THE RARE CASE WHERE ELECTRICITY IS NOT READILY AVAILABLE AND PORTABLE TEMPORARY GENERATOR IS NECESSARY, THEN THE FOLLOWING RESTRICTIONS MUST BE ADHERED TO: FIREPLACE: 19. ALL FIREPLACES: a. FACTORY-BUILT FIREPLACES, CHIMNEYS, AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) b. FACTORY BUILT WOOD BURNING FIREPLACES SHALL BE QUALIFIED AT U.S. EPA'S VOLUNTARY FIREPLACE PROGRAM PHASE 2 EMISSIONS LEVEL AND BE IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, AND DIVISION 4.5. c. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1005.2, cmc 802.5.2.4) 20. SOLID FUEL BURNING FIREPLACES: a. PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX OF A SOLID FUEL BURNING FIREPLACE. b. SOLID FUEL BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES. c. CHIMNEY SHALL EXTEND AT LEAST 2 FT. HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 FT., BUT SHALL NOT BE LESS THAN 3 FT. ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. (CRC R1003.9) d. LIQUID FUELED FIREPLACES ARE NOT ALLOWED FOR INTERIOR USE. 21. DIRECT VENT GAS APPLIANCE: a. DIRECT VENT SEALED-COMBUSTION GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CAL GREEN CODE REQUIREMENTS AND MUST COMPLY WITH ANSI Z21.50. (CAL GREEN 4.503.1) MECHANICAL 22. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR HAVING A MINIMUM CAPACITY OF 50 CFM DUCTED TO TERMINATE OUTSIDE THE BUILDING. (CRC R303.3, CAL GREEN 4.506.1, CBC 1203.5.2.1, CMC 402.5) 23. WHERE WATER CLOSET COMPARTMENT IS INDEPENDENT OF THE BATHROOM OR SHOWER AREA, A FAN WILL BE REQUIRED IN EACH AREA. BATHROOMS SHALL HAVE AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR, MIN. 50 CFM CAPACITY. (CRC R303.3.) 24. WHERE WHOLE HOUSE FANS ARE USED IN BATHROOM AREAS, THE FAN MUST RUN CONTINUOUSLY AND SHALL NOT BE TIED TO A HUMIDITY CONTROL SENSOR. (CAL GREEN 4.506.1) 25. THE CLOTHES DRYER VENT SHALL NOT EXCEED 14 FEET IN OVERALL LENGTH WITH MAXIMUM TWO 90 DEGREE ELBOWS. (CMC 504.4.2.1) 26. ENVIRONMENTAL AIR DUCTS SHALL TERMINATE MIN 3 FEET FROM PROPERTY LINE OR OPENINGS INTO BUILDING, AND 10 FEET FROM A FORCED AIR INLET. (CMC 502.2.1) 27. MECHANICAL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURE'S INSTALLATION INSTRUCTIONS. (CMC 303.1) 28. DOMESTIC RANGE VENTS TO BE SMOOTH METALLIC INTERIOR SURFACE. (CMC 504.3) 29. SUPPLY AND RETURN AIR DUCTS TO BE INSULATED AT A MIN OF R-6. (CAL ENERGY CODE TABLE 150-1-A) PLUMBING 30 PLUMBING FIXTURES: 31 CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24 INCHES IN FRONT, AND 15 INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5) 32 THE WATER HEATER BURNER TO BE AT LEAST 18 INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. (CPC 507.13) 33 INSTALL A 3 INCH DIAMETER BY 3 FT TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION OF WATER HEATERS LOCATED IN GARAGE. (CPC 507.13.1) 34 WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1 ½" X 16 GAUGE STRAP WITH 3/8" DIA. X 3" LAG BOLT EACH END.(CPC 507.2) 35 ABS AND PVC DRAIN WASTE AND VENT PIPING MATERIAL IS LIMITED TO 2 STORIES MAX (CPC 701.2(2)(a). AND 903.1.1) 36 ABS AND PVC ROOF AND DECK DRAIN MATERIAL IS LIMITED TO 2 STORIES MAX. (CPC 1101.4) 37 ROOF AND DECK DRAIN SYSTEMS INSIDE THE BUILDING ARE REQUIRED TO BE INSTALLED WITH DIRECTIONAL DWV DRAINAGE FITTINGS. (CPC 1101.4 AND 706.0) 38 CLEANOUTS ARE REQUIRED WITHIN 2 FEET OF THE CONNECTION BETWEEN THE INTERIOR ROOF AND DECK DRAIN PIPING SYSTEM, AND THE EXTERIOR ONSITE STORM DRAIN SYSTEM. (CPC 1101.13) 39 ALL HOSE BIBS ARE TO HAVE VACUUM BREAKERS. (CPC 603.5.7) 40 THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH HORIZONTAL DRAINAGE SYSTEM LINE IS 3. (CPC TABLE 703.2) 41 THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH VERTICAL DRAINAGE SYSTEM LINE IS 4. (CPC TABLE 703.2) 42 PROVIDE GAS LINE WITH A MIN CAPACITY OF 200,000 BTU FOR WATER HEATER. (CAL ENERGY CODE 150.0 (N)) 43 PROVIDE A CONDENSATE DRAIN NO MORE THAN 2 INCHES ABOVE THE BASE OF THE WATER HEATER SPACE. (CAL ENERGY CODE 150.0 (N)) 44 PROVIDE A STRAIGHT VENT PIPE FROM THE WATER HEATER SPACE TO THE OUTSIDE TERMINATION FROM THE WATER HEATER SPACE. (CAL ENERGY CODE 150.0 (N)) 45 INSULATE ALL HOT WATER PIPES. ( CAL ENERGY CODE 150.0 (J) (2), AND CPC 609.11). 46 ISOLATION VALVES ARE REQUIRED FOR TANKLESS WATER HEATERS ON THE HOT AND COLD SUPPLY LINES WITH HOSE BIBBS ON EACH VALVE, TO FLUSH THE HEAT EXCHANGER. ( CAL ENERGY CODE 110.3 (7)) ELECTRICAL 47 ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING, OR ADDITION TO AN EXISTING BUILDING EXCEEDS FIFTY (50) PERCENT OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. ( NBMC 15.32.015) 48 EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. 49 FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 50 SERVICE EQUIPMENT AND SUBPANELS TO HAVE A MIN 30" WIDE BY 36" DEEP CLEAR WORK SPACE. ( CEC 110.26) 51 ALL LIGHTING IS REQUIRED TO BE HIGH EFFICACY. ( CALIFORNIA ENERGY CODE SECTION 150. (K) AND TABLE 150.0-A) 52 PROVIDE A LISTED ONE INCH RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT CIRCUIT FOR FUTURE ELECTRICAL VEHICLE (EV) CHARGER. ( CAL GREEN 4.106.4) 53 ALL RECEPTACLE OUTLETS ARE REQUIRED TO BE LISTED TAMPER RESISTANT. (CEC 406.12 AND 210.52) 54 COMBINATION TYPE AFCI CIRCUIT BREAKERS ARE REQUIRED FOR ALL 12O VOLT SINGLE PHASE 15/20 AMP BRANCH CIRCUITS. EXCEPT FOR BATHROOMS, KITCHENS, GARAGES, AND OUTDOORS. (CEC 210.12) 55 AT A MINIMUM, ONE DEDICATED 20 AMP CIRCUIT IS REQUIRED FOR A BATHROOM. (CEC 210.11(C)(3)) 56 GFCI PROTECTION IS REQUIRED FOR ALL RECEPTACLE OUTLETS LOCATED OUTDOORS, GARAGES, ACCESSORY BUILDINGS, BATHROOMS, CRAWL SPACES, KITCHENS, LAUNDRY AREAS, KITCHEN DISHWASHER BRANCH CIRCUIT, GARBAGE DISPOSAL, ALL AREAS WITHIN 6 FEET OF A SINK, AND ALL RECEPTACLES WITHIN 6 FEET OF A BATHTUB OR SHOWER STALL. (CEC 210.8) 57 RECEPTACLE OUTLETS ARE NOT ALLOWED WITHIN OR OVER A BATHTUB OR SHOWER STALL. (CEC 406.9(C)) 58 SUBPANELS ARE NOT ALLOWED TO BE LOCATED IN BATHROOMS OR CLOTHES CLOSETS. (CEC 240.24 (D) AND (E)) 59 CIRCUITS SHARING A GROUNDED CONDUCTOR (NEUTRAL) WITH TWO UNGROUNDED (HOT) CONDUCTORS MUST USE A TWO POLE CIRCUIT BREAKER OR AN IDENTIFIED HANDLE TIE. (CEC 210.4 (B)) GROUP NON-CABLE CIRCUITS IN PANEL (CEC 210.4 (D)) 60 THE RECEPTACLE OUTLETS THAT SERVE KITCHEN COUNTER TOPS, DINING ROOM, BREAKFAST AREA, AND PANTRY, MUST HAVE A MIN OF 2 DEDICATED 20 AMP CIRCUITS. (CEC 210.52 (B)(1)) CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS HEIGHT OF CONSTRUCTION 8' OR LESS MORE THAN 8' DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED 5 Feet or more Less than 5 Feet None Construction Railings Less than 5 Feet 5 Feet or more, but not more than 0ne-fourth the height of construction Barrier & Covered Walkway Barrier & Covered Walkway Barrier None 5 Feet or more, but between one-fourth and one-half the height of construction 5 Feet or more, but exceeding one-half the height of construction a. IN EACH SLEEPING ROOM. b. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. c. ON EACH ADDITIONAL STORY, INCLUDING BASEMENTS AND HABITABLE ATTICS. d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. e. A MINIMUM OF 20 FEET HORIZONTALLY FROM ANY PERMANENTLY INSTALLED COOKING APPLIANCE. f. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R314.4 & R314.5 OR CBC 907.2.11.5 & 907.2.11.6. a. SWINGING, BI-FOLD, AND SLIDING DOORS. b. WHEN LOCATED WITHIN 60 INCHES ABOVE THE FLOOR OF WET SURFACE SUCH AS TUBS, SHOWERS, SAUNAS, STEAM ROOMS, OR OUTDOOR SWIMMING POOL. c. GLAZING ADJACENT TO DOORS: i. WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF DOORS AND WITHIN 60 INCHES OF WALKING SURFACE. ii. WHERE THE GLAZING IS ON WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN-SWINGING DOOR. d. WHERE GLAZING AREA IS MORE THAN 9 SQ. FT. IN AREA, WITH THE BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR, TOP EDGE MORE THAN 36 INCHES ABOVE FLOOR. AND WITHIN 36 INCHES OF A WALKING SURFACE, MEASURED HORIZONTALLY. e. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. f. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD. g. GLAZING IN GUARDS AND RAILINGS. a. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) b. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS c. WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. a. MUST BE PORTABLE AND MAY BE EASILY RELOCATED. b. TEMPORARY GENERATORS ARE TO BE LOCATED A MINIMUM DISTANCE FROM ANY PROPERTY LIKE ACCORDING TO THE FOLLOWING TABLE: c. IF THE MINIMUM DISTANCE CANNOT BE ACHIEVED, THEN THE GENERATOR SHALL BE LOCATED THE MOST EXTREME DISTANCE PRACTICAL TO INHIBIT NOISE. OTHER METHODS TO INHIBIT NOISE MAY BE UTILIZED WHEN PRACTICAL. d. MAY BE OPERATIONAL FOR A MAXIMUM OF FIVE CONSECUTIVE CALENDAR DAYS. AFTER FIVE CONSECUTIVE CALENDAR DAYS OF USE, POWER SHALL BE PROVIDED THROUGH THE USE OF A TEMPORARY POWER POLE. e. USAGE IS LIMITED TO WEEKDAYS BETWEEN THE HOURS FROM 8:00 AM AND 3:30 PM MONDAY THROUGH FRIDAY. NO USE ON THE WEEKENDS OR FEDERAL HOLIDAYS a. NEW CONSTRUCTION & ADDITION/ALTERATIONS THAT INCREASE CONDITION SPACE AREA, VOLUME, OR SIZE (CG 4.303.1): i. COMPLY WITH CAL GREEN MANDATORY REQUIREMENTS. b. ADDITION & ALTERATION: EXISTING FIXTURES SHALL BE REPLACED TO MEET THE FOLLOWING REQUIREMENTS: i. SHOWER HEADS: 2.0 GPM @ 80 PSI ii. LAVATORY FAUCETS: 1.2 GPM @ 60 PSI iii. KITCHEN FAUCETS: 1.8 GPM @ 60 PSI iv. WATER CLOSET: 1.28 GALLONS PER FLUSH 61 KITCHEN COUNTER TOPS 12 INCHES OR WIDER MUST HAVE A RECEPTACLE OUTLET. (CEC 210.52(C)) 62 KITCHEN COUNTER TOPS MUST HAVE RECEPTACLE OUTLETS SO NO POINT ALONG THE COUNTER WALLS IS MORE THAN 24 INCHES FROM A RECEPTACLE. (CEC 210.52 (C)) 63 ISLAND AND PENINSULAR COUNTER TOPS MUST HAVE AT LEAST ONE RECEPTACLE. (CEC 210.52(C)(1),(2),AND (3)) 64 THE SPACING FOR GENERAL RECEPTACLE OUTLETS MUST BE LOCATED SO THAT NO POINT ON ANY WALL, FIXED GLASS, OR CABINETS IS OVER 6 FEET FROM A RECEPTACLE OUTLET. (CEC 210.52(A)) 65 HALLWAYS 10 FEET OR MORE MUST HAVE AT LEAST ONE RECEPTACLE OUTLET. (CEC 210.52(H)) 66 GARAGES SHALL HAVE AT LEAST ONE RECEPTACLE FOR EACH CAR SPACE ON THE INTERIOR. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLES SHALL NOT SERVE OUTLETS OUTSIDE OF THE GARAGE. (CEC 210.52 (G) (1). 67 LAUNDRY ROOMS MUST HAVE AT LEAST ONE DEDICATED 20 AMP RECEPTACLE CIRCUIT. (CEC 210.11(C)(2)). 68 PROVIDE 120V RECEPTACLE WITHIN 3 FEET OF WATER HEATER. (CAL ENERGY CODE 150.0 (n) 1 A) FOUNDATION: 69 WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE SHALL BE A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. (CRC R703.7.2.1, CBC 2512.1.2) 70 FASTENERS AND CONNECTORS (NAILS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. (CRC R317.3, CBC 2304.10.5.1) 71 ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS, A MINIMUM OF 0.229" x 3' x 3" IN SIZE, BETWEEN SILL PLATE AND NUT. (CRC R602.11.1, CBC 2308.3.2, ACCEPTABLE ALTERNATE SDPWS 4.3.6.4.3) CorrList\RESIDENTIALConsructionMinimumReq 05/04/2017 SCALE: START DATE: SHEET SH E E T PR O J E C T 2 9 0 0 B r i s t o l S t r e e t B u i l d i n g A , S u i t e 2 0 3 C o s t a M e s a , C a 9 2 6 2 6 T e l : 9 4 9 . 9 7 5 . 0 1 2 3 F a x : 9 4 9 . 2 7 4 . 4 8 3 3 t e a l e a r c h i t e c t u r e . c o m REVISIONS: Ren. 7/31/19 No. C 22162 M A R K ET E LA AT NEOIFOR CCLI ST R E N SE D A CHIT E AI T AT NEOIFOR ST AI F CA L 4/28/17 NO SCALE GE N E R A L N O T E S CO R O N A D E L M A R , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M 7/13/2018 4:36:52 PM LC LOT 116 TRACT 3357 M.M. 107/1-7 CL LOT 117 LOT 115 EXISTING BUILDING PLANTER DEMOLITION PLAN LEGAL DESCRIPTION: TRACT: 3357 LOT: 116 APN# 475-013-06 ZONE R-1-6000 OCCUPANCY GROUP R-3/U (GARAGE) CONSTRUCTION TYPE TYPE VB, SPRINKLERED PARKING THREE CAR GARAGE NE W P O R T B E A C H , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M .. . . PL A N C H E C K # (BUILDING SHALL BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13D) 4/28/17 1/8" - 1'-0" DE M O L I T I O N P L A N SCALE: START DATE: SHEET SH E E T PR O J E C T 2 9 0 0 B r i s t o l S t r e e t B u i l d i n g A , S u i t e 2 0 3 C o s t a M e s a , C a 9 2 6 2 6 T e l : 9 4 9 . 9 7 5 . 0 1 2 3 F a x : 9 4 9 . 2 7 4 . 4 8 3 3 t e a l e a r c h i t e c t u r e . c o m REVISIONS: Ren. 7/31/19 No. C 22162 M A R K ET E LA AT NEOIFOR CCLI ST R E N SE D A CHIT E AI T AT NEOIFOR ST AI F CA L OWNER ARCHITECT CONTRACTOR CODES PROJECT DATA VICINITY MAP TEALE ARCHITECTURE 2900 BRISTOL ST., BLDG A, SUITE 203 COSTA MESA, CA 92626 TEL: (949) 975-0123 FAX: (949) 274-4833 EMAIL: mteale@tealearchitecture.com MARK TEALE . ARCHITECT C-22162 THE MOINFAR REVOCABLE LIVING TRUST 4501 TREMONT LANE CORONA DEL MAR, CA 92625 TEL: (949) 975-0123 NOT YET SELECTED ALL WORK AND MATERIALS SHALL CONFORM STRICTLY TO THE 2016 C.R.C.; 2016 C.B.C.; 2016 C.P.C.; 2016 C.E.C.; 2016 C.M.C.; 2016 CEES (CA ENERGY); 2016 C.G. (CAL GREEN); CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC); AND ALL OTHER FEDERAL, STATE AND LOCAL CODE. STRUCTURAL ENGINEER PAUL ROHRER STRUCTURAL ENGINEERS 17291 IRVINE BLVD #152 TUSTIN CA 92780 TEL: (714) 486-2537 SURVEYOR APEX LAND SURVEYING, INC. HUNTINGTON BEACH, CA 92646 TEL: (714) 488-5006 FAX: (714) 333-4440 LANDSCAPE ARCHITECT CRAIG DE PFYFFER, PLA, ISA ENVIRONMENTAL DESIGNS LANDSCAPE ARCHITECTURE 1278 GLENNEYRE ST. #196 LAGUNA BEACH,CA.92651 TEL: (800) 811-3010 FAX: (800) 811-3014 CRAIG@ENVIRONMENTALDESIGNSLANDSCAPE.COM CIVIL ENGINEER JT CONSULTING ENGINEERS 14371 EUCLID ST. #2F GARDEN GROVE, CA 92843 TEL: (714) 265-1200 CELL: (714) 815-2356 FAX: (714) 276-0372 GEOTECHNICAL ENGINEER R McCARTHY CONSULTANTING, INC FILE NO: 8184-00 23 CORPORATE PLAZA, SUITE 150 REPORT NO: 20180208-1 NEWPORT BEACH, CA 92660 FEBRUARY 15, 2018 TEL: (949) 629-2539 SITE LEGEND PROERTY LINE GENERAL SITE NOTES 1. EMPLY NEWPORT BEACH STANDARD EROSION CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PROCESS. 2. A PUBLIC WORKS DEPT. ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPT. PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPT. INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE ARE DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB, GUTTER, ALLEY/STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED AND 1--% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL NON-STANDARD PRIVATE IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. DEMOLITION NOTES 1. ALL DEBRIS SHALL BE WET AT TIME OF HANDLING TO PREVENT DUST. 2. SEWER LINE SHALL BE CAPPED. 3. ALL BASEMENT FILLS SHALL BE CLEAN AND UNIFORM. 4. STREETS AND SIDEWALKS ARE TO REMAIN CLEAN AND CLEAR. 5. PEDESTRIAN CANOPY PROTECTION REQUIRED IF DEMOLITION WITHIN 10 FEET OF PUBLIC SIDEWALK. 6. STORM WATER PROTECTION PLAN IS REQUIRED. CITY OF NEWPORT BEACH NOTES 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND REQTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. THE CONTRACTOR SHALL CONTACT THE COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY, AND ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPT. EXISTING STRUCTURE TO BE REMOVED CONSTRUCTION FENCING DEMOLITION NOTES CONSTRUCTION FENCING PROJECT DESCRIPTION DEMOLISH EXISTING BUILDING ON SITE. BUILD NEW 1-STORY SINGLE FAMILY RESIDENCE WITH BASEMENT. 7/13/2018 4:41:03 PM EXISTING BUILDING .. . . .. . . 4/28/17 1/4" - 1'-0" BA S E M E N T F L O O R P L A N FLOOR TO CEILING GLASS CO R O N A D E L M A R , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M BASMENT FLOOR PLAN 8 9 10 11 13 14 12 APPLIANCES PER OWNER HARDWIRED SMOKE DETECTOR w/BATTERY BACKUP BATTERY OPERATED SMOKE DETECTOR. CARBON MONOXIDE DETECTOR - HARDWIRED U.N.O - LOCATE NEAR BEDROOMS & AWAY FROM GAS APPLIANCES AS PER MANUF.'S RECOMMENDATIONS PROVIDE RECEPTACLES AND LIGHTING PER CODE. LOCATIONS SHOWN FOR CONCEPT ONLY. VERIFY WITH OWNER. SEE SHEET A-5 FOR ADD'L INFORMATION. CLOSET SHELF AND POLE -DOUBLE PER OWNER AND SHELVES --NOT USED FORCED AIR UNIT. PROVIDE GAS STUB. SEE DETAIL FOR ADDITIONAL INFO: 4" DIAMETER DRYER VENT VENT TO OUTSIDE AIR w/BACK DRAFT DAMPER WASHER AND DRYER HOOKUP. LEVER FAUCETS COLD WATER STUD-OUT AND SHUT OFF VALVE IN CABINET ADJACENT TO REFRIGERATOR FOR ICE MAKER. 3" DIAMETER GALVANIZED STEEL PIPE POST. 36" HIGH. SEE FOUNDATION PLAN. SEE DETAIL: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. CRC R302.7 GARAGE DOOR WITH WEATHERSTRIPPING ALL AROUND. AS SELECTED BY OWNER. NEW STAIRS -SEE SYMBOLS -SHEET A-1.1 -WOOD HANDRAIL +36" A.F.F. ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE (11 LUX) AT THREADS AND LANDINGS. CRC R303.6 GUARD +42" A.F.F. OPENINGS (AS OCCUR) BETWEEN PICKETS (AS OCCUR) SHALL PRECLUDE THE PASSAGE OF A 4" DIA. SPHERE. ACRALIGHT DUAL-PANE SKYLIGHT WITH ELECTRICAL OPERATION. INSTALL PER ESR-2415 AND MANUFACTURER RECOMMENDATIONS. 20 FT. CONTINUOUS #4 REBAR UFER GROUND IN FOOTING. STUB OUT 3" ABOVE FINISH SURFACE. MAINTAIN 3 FT. CLEAR FROM FACE OF ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION. DECK: TILE o/MORTAR BED o/ WATERPROOF MEMBRANE PER T.C.N.A. RECOMMENDATIONS. 1/4" PER FOOT MINIMUM SLOPE. (DROP DECK SHT'G 2-1/2" FROM FLOOR SHT'G AT WALL EDGE TO ACCOMODATE FOR 1-1/2" MORTAR BED AND TILE) WATERPROOFING. SEE "WATERPROOF MEMBRANE" SPECIFICATION SHEET A-1.2. TYPICAL INDICATES MIRADRAIN SHORING CONDITION. FRENCH DRAIN INDICATES TRADITIONAL SLOPE CUT BACK. NEW EXTERIOR 2x4 STUD WALL FRAMING AT 16"o.c. U.N.O. EXTERIOR WALLS (WITH WOOD SIDING) TO HAVE 1/2" PLYWOOD AT EXTERIOR SIDE. PROVIDE TWO LAYERS GRADE D PAPER OVER ALL WOOD BASE SHEATHING. 1" SHOWN FOR EXTERIOR FINISH -SEE STRUCT. DWGS EXTERIOR WALLS (WITH EXTERIOR PLASTER) TO HAVE WOOD STRIP FURRING AT EXTERIOR SIDE. PROVIDE TWO LAYERS GRADE D PAPER OVER ALL WOOD BASE SHEATHING. 1" SHOWN FOR EXTERIOR FINISH -SEE STRUCT. DWGS NEW 2x6 STUD WALL FRAMING AT 16"o.c. U.N.O. -SEE NOTES ABOVE. NEW 2x8 STUD WALL FRAMING AT 16"o.c. U.N.O. -SEE NOTES ABOVE. NEW 2x10 STUD WALL FRAMING AT 16"o.c. U.N.O. -SEE NOTES ABOVE. CONCRETE BLOCK WALL 15 16 17 18 19 20 21 22 23 24 25 26 27 WHOLE HOUSE VENTILATION. (NEW CONST AND ADDITIONS >1,000 SF) PROVIDE A WHOLE-BUILDING MECHANICAL VENTILATION SYSTEM IN ACCORDANCE WITH THE FAN VENTILATION RATE (ASHRAE SEC. 4.1.1): MECHANICAL VENTILATION MIN REQ'D. 1 CFM PER 100 SF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EA. OCCUPANT BEDROOM +1. WHOLE BUILDING VENTILATION SHALL BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED. NATURAL VENTILATION THROUGH DOORS/WINDOWS OR CONTINUOUS OPERATION OF FORCED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATIONS SYSTEMS ARE NOT A PERMISSIBLE METHODS OF PROVIDING WHOLE-BUILDING VENTILATION. BEES 150(o), EXC.. 5 TO 152(A) & ASHRAE STD. 62.2 PROVIDE: (8313 / 100 CFM PER SF) + (5 X 7.5 CFM) = 120.63 CFM MIN. EXHAUST FAN, 1 SONE PERMANENTLY ON WITH A NOTE ON THE SWITCH STATING "VENTILATION CONTROL" "CONTINUOUS OPERATION REQUIRED WHEN THE HOUSE IS IN USE." SEE FIRST FLOOR PLAN FOR WHOLE HOUSE VENTILATION FAN. PROVIDE BROAN QTXE150 FAN (150 CFM.) PREMANUFACTURED GAS BURNING FIREPLACE. -PROVIDE CLEARANCE TO COMBUSTIBLES PER MANUFACTURER AND CODE. -INSTALL PER MANUFACTURERS INSTALLATION SPECIFICATIONS. -CONTRACTOR TO PROVIDE FIELD INSPECTOR WITH COPY OF LISTING BY APPROVED LISTING AGENCY (ICC-ES, WARNOCK-HERSHEY, INTERTEK) -DAVINCI 72X30 OTL LISTED AND TESTED UNDER: ANSI Z21.50b-2014 / CSA 2.22b-2014 STANDARDS. -ORTAL 4070 CSA LISTED AND TESTED UNDER: ANSI Z21.88 / CSA 2.33-2014 STANDARDS 28 AT KITCHEN VENT. HOOD, LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS SHALL HAVE A MINIMUM EXHAUST RATE OF 100 CFM. BEES 150(o), EXC. 5 TO 152(a) & ASHRAE STD. 62.2. SEE FIRST FLOOR PLAN FOR KITCHEN VENT. HOOD. 27a LIGHT & VENTILATION NET GLAZING SHALL BE 8% OF THE FLOOR AREA CRC R303.1 NET VENTILATION SHALL BE 4% OF THE FLOOR AREA GAME ROOM/BAR 114 S.F. WNDW AREA REQ'D 198 S.F. PROVIDED 1414 S.F. 57 OPERABLE WNDW AREA REQ'D 198 S.F. PROVIDED GYM 28.16 S.F. WNDW AREA REQ'D 120 S.F. PROVIDED 352 S.F. 14.08 OPERABLE WNDW AREA REQ'D 80 S.F. PROVIDED THEATER SEE "ARTIFICIAL LIGHTING CALC. -THEATER" (SHT A-5) SEE "MECHANICAL VENTILATION CALC. -THEATER" (SHT A-5) 7 TUB / SHOWER OR SHOWER SURROUND WITH CERAMIC TILE WALLS "MUDSET" WITH CEMENT PLASTER BACKING o/ WATERPROOF (W/P) MEMBRANE TO +72" MIN. ABOVE THE DRAIN PER TILE COUNCIL OF NORTH AMERICA. INSTALL W/P PER ICC ESR-1058. SHOWER HEAD AT +80" A.F.F. PROVIDE BID FOR ONE SOAP NICHE MINIMUM 18" HIGH 13" WIDE - LOCATION TO BE VERIFIED IN FIELD. TANKLESS WATER HEATER. PROVIDE P & T VALVE WITH DRAIN TO OUTSIDE. PROVIDE EARTHQUAKE STRAPPING OR BRACING. PROVIDE HORIZONTAL VENT TO OUTSIDE. MAINTAIN VENT TERMINATION CLEARANCES PER THE NATIONAL FUEL GAS CODE (ANSI Z223.1) SEE DETAIL INSTALL ISOLATION VALVE. KEY NOTES -FLOOR PLAN 2x6 WOOD FRAMING AT 16"o.c. PER C.R.C. w/ INTERIOR WALL -5/8" GYPSUM BOARD, SMOOTH FINISH EXTERIOR WALL -7/8" EXTERIOR PLASTER o/METAL LATH o/BUILDING PAPER. PTDF SILL PLATE AT CONCRETE SLAB INSULATION PER T-24 SHEEET. INSULATION THROUGHOUT ALL INTERIOR WALLS AND FLOOR PLUMBING WALL, AS OCCURS 2x4 WOOD FRAMING AT 16"o.c. PER C.R.C. -SEE NOTE 1 ABOVE. 1 2 3 4 5 6 5/8" TYPE "X" GYPSUM BOARD AT WALLS THROUGHOUT GARAGE TO HOUSE. 5/8" TYPE "X" GYPSUM BOARD AT CEILING. (PROVIDE 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD AT CEILING WHEN TRUSS JOISTS ARE USED.) PLUMBING FIXTURES AS SELECTED BY OWNER OR ARCHITECT. 1.28 GALLONS PER FLUSH W/C -SEE PLUMBING SYMBOLS -A-1.1 30"x30" ATTIC ACCESS WITH 30" MINIMUM HEADROOM ABOVE CEILING TEMPERED GLASS SHOWER ENCLOSURE AND DOOR TO 6'-0" ABOVE THE DRAIN. DOOR SHALL SWING OUT. PROVIDE 22" MINIMUM WIDE DOOR. NET AREA OF SHOWER ENCLOSURE SHALL NOT BE LESS THAN 1,024 SQ. INCH (7.1 SQ. FT.) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE. WALL LEGEND NOTE: VERIFY OVERALL DIMENSIONS PRIOR TO STARTING WORK. NOTIFY ARCHITECT IMMEDIATELY SHOULD THERE BE ANY DISCREPANCY. ALL INTERIOR DIMENSIONS SHOWN ARE TO FACE OF STUD U.N.O. ALL EXTERIOR DIMENSIONS SHOWN ARE TO EXT. FACE OF STUD U.N.O. OVERALL EXTERIOR DIMENSIONS ARE TO EXT. FACE OF SHTG / FOOTING AS INDICATED NEW INTERIOR 2x4 STUD WALL FRAMING AT 16"o.c. U.N.O. -SEE STRUCTURAL DRAWINGS. -5/8" GYPSUM BOARD INTERIOR WALLS, SMOOTH FINISH -PROVIDE, AT MOIST AREAS, WATER RESISTANT "GREEN" GYPSUM BOARD -GREEN BOARD NOT ACCEPTABLE IN SHOWERS OR TUB SURROUNDS. PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE TO HOUSE. PROVIDE WATERPROOF MEMBRANE "BUILDING PAPER" BELOW ALL EXTERIOR WALL FINISHES. 2x FRAMING AT 16"o.c. -SEE STRUCTURAL. PROVIDE 8" WOOD TO EARTH SEPARATION OR PRESSURE TREATED WOOD. WOOD LOCATED ON CONCRETE SLAB SHALL BE PRESSURE TREATED. UP E L E V A T O R P O W D E R 2 OPEN TO ABOVE E Q U I P . OPEN TO ABOVE G Y M L A U N D R Y 2 / S T O R A G E G Y M B A T H SEAT WASH B A R DRY G A R A G E DN DNREF.T H E A T E RL O U N G E TV ABV L O W E R C O U R T Y A R D TV ABV B I K E S T O R A G E L O W E R P A T I O E Q U I P WA T E R S O F T E N E R POOL EQUIP. TV SC R E E N F.SLAB: 50.28 G A M E R O O M SLOPE 1/4":FT MIN 20'-0"x10'-0" CLEAR & UNOBSTRUCTED PARKING SPACE 20'-0"x10'-0" CLEAR & UNOBSTRUCTED PARKING SPACE 20'-0"x10'-0" CLEAR & UNOBSTRUCTED PARKING SPACE S T O R .CAB. -1/4" FINISH-2" SLAB RECESS MA X . -1 1 / 2 " Z AA 14 T T BB T 19 F 19 F 8 23 9 16 15 17 18 G1 LINE OF TROUGH ABOVE PING PONG TABLE DRY DR A P E P O C K E T A B O V E 6R @ 6.65"EA. 5T @ 12" EA. 2828 LA D D E R DR A P E P O C K E T A B O V E 8 8 10 T T A CORNER OF FNDN. ABV. CORNER OF FNDN. ABV. 3 3 1 1 1 1 1 3 3 4 4 4 4 4 5 6 7 --NOT USED --NOT USED 9 9 9 5 9 11 11 11 11 11 11 11 11 11 11 11 10 --NOT USED --NOT USED 20 --NOT USED --NOT USED 21 16 26 26 26 14 14 14 14 14 FAU IN CEILING ABOVE FAU IN CEILING ABOVE FAU IN CEILING ABOVE FAU IN CEILING ABOVE --NOT USED PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E 22T MAX. -1 1/2" 2 EGRESS LADDER 3 3 3 AT CLG S T O R A G E 15 DRYER VENT UNDER-CABINET ACCESS FOR DRYER VENT CLEANOUT UP 21R @ 6.65"EA. 20T @ 12" EA. 7/13/2018 4:40:38 PM EXISTING BUILDING UP UP PL A N T E R PL A N T E R DN WALL HUNG .. . . .. . . 4/28/17 1/4" - 1'-0" FI R S T F L O O R P L A N CO R O N A D E L M A R , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M FIRST FLOOR PLAN 8 9 10 11 13 14 12 APPLIANCES PER OWNER HARDWIRED SMOKE DETECTOR w/BATTERY BACKUP BATTERY OPERATED SMOKE DETECTOR. CARBON MONOXIDE DETECTOR - HARDWIRED U.N.O - LOCATE NEAR BEDROOMS & AWAY FROM GAS APPLIANCES AS PER MANUF.'S RECOMMENDATIONS PROVIDE RECEPTACLES AND LIGHTING PER CODE. LOCATIONS SHOWN FOR CONCEPT ONLY. VERIFY WITH OWNER. SEE SHEET A-5 FOR ADD'L INFORMATION. CLOSET SHELF AND POLE -DOUBLE PER OWNER AND SHELVES --NOT USED FORCED AIR UNIT. PROVIDE GAS STUB. SEE DETAIL FOR ADDITIONAL INFO: 4" DIAMETER DRYER VENT VENT TO OUTSIDE AIR w/BACK DRAFT DAMPER WASHER AND DRYER HOOKUP. LEVER FAUCETS COLD WATER STUD-OUT AND SHUT OFF VALVE IN CABINET ADJACENT TO REFRIGERATOR FOR ICE MAKER. 3" DIAMETER GALVANIZED STEEL PIPE POST. 36" HIGH. SEE FOUNDATION PLAN. SEE DETAIL: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. CRC R302.7 GARAGE DOOR WITH WEATHERSTRIPPING ALL AROUND. AS SELECTED BY OWNER. NEW STAIRS -SEE SYMBOLS -SHEET A-1.1 -WOOD HANDRAIL +36" A.F.F. ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE (11 LUX) AT THREADS AND LANDINGS. CRC R303.6 GUARD +42" A.F.F. OPENINGS (AS OCCUR) BETWEEN PICKETS (AS OCCUR) SHALL PRECLUDE THE PASSAGE OF A 4" DIA. SPHERE. ACRALIGHT DUAL-PANE SKYLIGHT WITH ELECTRICAL OPERATION. INSTALL PER ESR-2415 AND MANUFACTURER RECOMMENDATIONS. 20 FT. CONTINUOUS #4 REBAR UFER GROUND IN FOOTING. STUB OUT 3" ABOVE FINISH SURFACE. MAINTAIN 3 FT. CLEAR FROM FACE OF ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION. DECK: TILE o/MORTAR BED o/ WATERPROOF MEMBRANE PER T.C.N.A. RECOMMENDATIONS. 1/4" PER FOOT MINIMUM SLOPE. (DROP DECK SHT'G 2-1/2" FROM FLOOR SHT'G AT WALL EDGE TO ACCOMODATE FOR 1-1/2" MORTAR BED AND TILE) WATERPROOFING. SEE "WATERPROOF MEMBRANE" SPECIFICATION SHEET A-1.2. TYPICAL INDICATES MIRADRAIN SHORING CONDITION. FRENCH DRAIN INDICATES TRADITIONAL SLOPE CUT BACK. NEW EXTERIOR 2x4 STUD WALL FRAMING AT 16"o.c. U.N.O. EXTERIOR WALLS (WITH WOOD SIDING) TO HAVE 1/2" PLYWOOD AT EXTERIOR SIDE. PROVIDE TWO LAYERS GRADE D PAPER OVER ALL WOOD BASE SHEATHING. 1" SHOWN FOR EXTERIOR FINISH -SEE STRUCT. DWGS EXTERIOR WALLS (WITH EXTERIOR PLASTER) TO HAVE WOOD STRIP FURRING AT EXTERIOR SIDE. PROVIDE TWO LAYERS GRADE D PAPER OVER ALL WOOD BASE SHEATHING. 1" SHOWN FOR EXTERIOR FINISH -SEE STRUCT. DWGS NEW 2x6 STUD WALL FRAMING AT 16"o.c. U.N.O. -SEE NOTES ABOVE. NEW 2x8 STUD WALL FRAMING AT 16"o.c. U.N.O. -SEE NOTES ABOVE. NEW 2x10 STUD WALL FRAMING AT 16"o.c. U.N.O. -SEE NOTES ABOVE. CONCRETE BLOCK WALL 15 16 17 18 19 20 21 22 23 24 25 26 27 WHOLE HOUSE VENTILATION. (NEW CONST AND ADDITIONS >1,000 SF) PROVIDE A WHOLE-BUILDING MECHANICAL VENTILATION SYSTEM IN ACCORDANCE WITH THE FAN VENTILATION RATE (ASHRAE SEC. 4.1.1): MECHANICAL VENTILATION MIN REQ'D. 1 CFM PER 100 SF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EA. OCCUPANT BEDROOM +1. WHOLE BUILDING VENTILATION SHALL BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED. NATURAL VENTILATION THROUGH DOORS/WINDOWS OR CONTINUOUS OPERATION OF FORCED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATIONS SYSTEMS ARE NOT A PERMISSIBLE METHODS OF PROVIDING WHOLE-BUILDING VENTILATION. BEES 150(o), EXC.. 5 TO 152(A) & ASHRAE STD. 62.2 PROVIDE: (8313 / 100 CFM PER SF) + (5 X 7.5 CFM) = 120.63 CFM MIN. EXHAUST FAN, 1 SONE PERMANENTLY ON WITH A NOTE ON THE SWITCH STATING "VENTILATION CONTROL" "CONTINUOUS OPERATION REQUIRED WHEN THE HOUSE IS IN USE." SEE FIRST FLOOR PLAN FOR WHOLE HOUSE VENTILATION FAN. PROVIDE BROAN QTXE150 FAN (150 CFM.) PREMANUFACTURED GAS BURNING FIREPLACE. -PROVIDE CLEARANCE TO COMBUSTIBLES PER MANUFACTURER AND CODE. -INSTALL PER MANUFACTURERS INSTALLATION SPECIFICATIONS. -CONTRACTOR TO PROVIDE FIELD INSPECTOR WITH COPY OF LISTING BY APPROVED LISTING AGENCY (ICC-ES, WARNOCK-HERSHEY, INTERTEK) -DAVINCI 72X30 OTL LISTED AND TESTED UNDER: ANSI Z21.50b-2014 / CSA 2.22b-2014 STANDARDS. -ORTAL 4070 CSA LISTED AND TESTED UNDER: ANSI Z21.88 / CSA 2.33-2014 STANDARDS 28 AT KITCHEN VENT. HOOD, LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS SHALL HAVE A MINIMUM EXHAUST RATE OF 100 CFM. BEES 150(o), EXC. 5 TO 152(a) & ASHRAE STD. 62.2. SEE FIRST FLOOR PLAN FOR KITCHEN VENT. HOOD. 27a LIGHT & VENTILATION NET GLAZING SHALL BE 8% OF THE FLOOR AREA CRC R303.1 NET VENTILATION SHALL BE 4% OF THE FLOOR AREA LIV/KIT/DIN 119 S.F. WNDW AREA REQ'D 476 S.F. PROVIDED 1483 S.F. 59.5 OPERABLE WNDW AREA REQ'D 476 S.F. PROVIDED M. BEDROOM 35.68 S.F. WNDW AREA REQ'D 229 S.F. PROVIDED 446 S.F. 17.84 OPERABLE WNDW AREA REQ'D 187 S.F. PROVIDED BEDROOM 2 15.68 S.F. WNDW AREA REQ'D 38 S.F. PROVIDED 196 S.F. 7.84 OPERABLE WNDW AREA REQ'D 15 S.F. PROVIDED BEDROOM 3 15.68 S.F. WNDW AREA REQ'D 56 S.F. PROVIDED 196 S.F. 7.84 OPERABLE WNDW AREA REQ'D 15 S.F. PROVIDED OFFICE 13.20 S.F. WNDW AREA REQ'D 69 S.F. PROVIDED 165 S.F. 6.60 OPERABLE WNDW AREA REQ'D 36 S.F. PROVIDED 7 TUB / SHOWER OR SHOWER SURROUND WITH CERAMIC TILE WALLS "MUDSET" WITH CEMENT PLASTER BACKING o/ WATERPROOF (W/P) MEMBRANE TO +72" MIN. ABOVE THE DRAIN PER TILE COUNCIL OF NORTH AMERICA. INSTALL W/P PER ICC ESR-1058. SHOWER HEAD AT +80" A.F.F. PROVIDE BID FOR ONE SOAP NICHE MINIMUM 18" HIGH 13" WIDE - LOCATION TO BE VERIFIED IN FIELD. TANKLESS WATER HEATER. PROVIDE P & T VALVE WITH DRAIN TO OUTSIDE. PROVIDE EARTHQUAKE STRAPPING OR BRACING. PROVIDE HORIZONTAL VENT TO OUTSIDE. MAINTAIN VENT TERMINATION CLEARANCES PER THE NATIONAL FUEL GAS CODE (ANSI Z223.1) SEE DETAIL INSTALL ISOLATION VALVE. LAP POOL SPA TR O U G H A/C A/C A/C A/C FACE OF STUD FACE OF SHTG / FNDN FACE OF STUD FACE OF SHTG / FNDN FACE OF STUD FACE OF SHTG / FNDN FACE OF STUD FACE OF SHTG / FNDN FACE OF STUD FACE OF SHTG / FNDN FACE OF STUD FACE OF SHTG / FNDN FACE OF STUD FACE OF SHTG / FNDN FACE OF STUD FACE OF SHTG / FNDN KEY NOTES -FLOOR PLAN 2x6 WOOD FRAMING AT 16"o.c. PER C.R.C. w/ INTERIOR WALL -5/8" GYPSUM BOARD, SMOOTH FINISH EXTERIOR WALL -7/8" EXTERIOR PLASTER o/METAL LATH o/BUILDING PAPER. PTDF SILL PLATE AT CONCRETE SLAB INSULATION PER T-24 SHEEET. INSULATION THROUGHOUT ALL INTERIOR WALLS AND FLOOR PLUMBING WALL, AS OCCURS 2x4 WOOD FRAMING AT 16"o.c. PER C.R.C. -SEE NOTE 1 ABOVE. 1 2 3 4 5 6 5/8" TYPE "X" GYPSUM BOARD AT WALLS THROUGHOUT GARAGE TO HOUSE. 5/8" TYPE "X" GYPSUM BOARD AT CEILING. (PROVIDE 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD AT CEILING WHEN TRUSS JOISTS ARE USED.) PLUMBING FIXTURES AS SELECTED BY OWNER OR ARCHITECT. 1.28 GALLONS PER FLUSH W/C -SEE PLUMBING SYMBOLS -A-1.1 30"x30" ATTIC ACCESS WITH 30" MINIMUM HEADROOM ABOVE CEILING TEMPERED GLASS SHOWER ENCLOSURE AND DOOR TO 6'-0" ABOVE THE DRAIN. DOOR SHALL SWING OUT. PROVIDE 22" MINIMUM WIDE DOOR. NET AREA OF SHOWER ENCLOSURE SHALL NOT BE LESS THAN 1,024 SQ. INCH (7.1 SQ. FT.) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE. WALL LEGEND NOTE: VERIFY OVERALL DIMENSIONS PRIOR TO STARTING WORK. NOTIFY ARCHITECT IMMEDIATELY SHOULD THERE BE ANY DISCREPANCY. ALL INTERIOR DIMENSIONS SHOWN ARE TO FACE OF STUD U.N.O. ALL EXTERIOR DIMENSIONS SHOWN ARE TO EXT. FACE OF STUD U.N.O. OVERALL EXTERIOR DIMENSIONS ARE TO EXT. FACE OF SHTG / FOOTING AS INDICATED NEW INTERIOR 2x4 STUD WALL FRAMING AT 16"o.c. U.N.O. -SEE STRUCTURAL DRAWINGS. -5/8" GYPSUM BOARD INTERIOR WALLS, SMOOTH FINISH -PROVIDE, AT MOIST AREAS, WATER RESISTANT "GREEN" GYPSUM BOARD -GREEN BOARD NOT ACCEPTABLE IN SHOWERS OR TUB SURROUNDS. PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE TO HOUSE. PROVIDE WATERPROOF MEMBRANE "BUILDING PAPER" BELOW ALL EXTERIOR WALL FINISHES. 2x FRAMING AT 16"o.c. -SEE STRUCTURAL. PROVIDE 8" WOOD TO EARTH SEPARATION OR PRESSURE TREATED WOOD. WOOD LOCATED ON CONCRETE SLAB SHALL BE PRESSURE TREATED. 1 A B B ABV ABV E F F G H J K L M M PP P Q S ABV T ABV T ABV U BLW T ABV T ABV T ABV T ABV V BLW T ABV W ABVXABVX ABV 3 4 5 6 7 2 MAIL SLOT IN GATE A/C TV TV B E D R O O M 3 B E D R O O M 2 B A T H 3 W . I . C . W . I . C . H E R S B A T H 2SE A T H I S LINEN M . B A T H M . B E D R O O M H A L L L I V I N G D I N I N G V E S T I B U L E OPEN TO ABOVE AND BELOW E L E V A T O R B U T L E R ' S P A N T R Y L A U N D R Y ISLAND B R I D G E E N T R Y P O W D E R OPEN TO BELOW K I T C H E N REF DWDWTR. MICRO LINEN TV ABV TV ABV TV ABV C O V E R E D P A T I O DRY WASH O F F I C E B A T H 1 BENCH VANITY OPEN TO SKY F.SLAB: 65.21 E N T R Y C O U R T Y A R D DEPRESSED FRAMING T E 8 8 10 20 8 8 8 911 8 8 911 8 12 12 21 13 T T E T A T A T A T A T A MA X . -7 3 / 4 " -1/4" FINISH -2" SLAB RECESS MAX. -7 3/4" -1 / 4 " F I N I S H -2 " S L A B R E C E S S -1 / 4 " F I N I S H -2 " S L A B R E C E S S -1/4" FINISH-2" SLAB RECESS -1 / 4 " F I N I S H -2 " S L A B R E C E S S 9COATS DRAPE POCKET ABOVE DR A P E P O C K E T A B O V E D R A P E P O C K E T A B O V E W I N E FREEZ. DR A P E P O C K E T A B O V E DRAPE POCKET ABOVE DRAPE POCKET ABOVE DR A P E P O C K E T A B O V E DRAPE POCKET ABOVE 27R @ 6.65"EA. 26T @ 12" EA. TRASH TRASH DINING COUNTER H T T E E N T T T T 1 1 1 1 1 1 1 1 1 1 1 2 2 2 22 2 --NOT USED 4 4 4 4 4 4 4 4 4 4 4 4 4 --NOT USED 6 7 6 7 6 7 6 9 27A 917 9 9 9 99 TR.DW 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 10 10 10 12 12 12 12 12 12 12 12 16 --NOT USED --NOT USED --NOT USED 2122 22 23 25 28 28 28 --NOT USED --NOT USED 8 8 15 PR O P E R T Y L I N E PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E W/ H W/H 6 7 10 10 10 10 SKIYLIGHT 42" HIGH GUARDRAL AND GATE EGRESS LADDER 27 11 SKYLIGHT CAB 24 T DRAPE POCKET ABOVE GAS METER 1 SLOPE 2% SLOPE 2% SL O P E 2% 1 1 1 1 1 24 ELEC. METER/ PANEL 1 GATE SEE A-1 1 GATE SEE A-1 1 GATE SEE A-1 1 GATE SEE A-1 1 GATE SEE A-1 1 1 7/13/2018 4:46:00 PM LOT 117 LOT 115 EXISTING BUILDINGROOF PLAN .. . . .. . . 103.43 F.SLAB. . . . . . . 23.99 . . . . . . . . . + .33 . . . . . . . . . 127.75 . . . . . . . . . -104.73 AVG. N.G. . . . . . 23.02 ABV AVG N.G. . . . . FINISH SLAB SHEATHING HEIGHT ABOVE FINISH SLAB ROOF MATERIAL THICKNESS TOTAL ROOF HEGHT ABOVE FINISH SLAB AVERAGE NATURAL GRADE (SEE CALCULATION BELOW) TOTAL ROOF HEIGHT ABOVE AVERAGE NATURAL GRADE RIDGE. . . . . . . . . .ROOF LOCATION SEE "MATERIALS SPECIFICATIONS" AT SHEET A-3 FOR ROOFING MATERIAL (EXAMPLE NUMBERS BELOW. SEE PLAN FOR ACTUAL HEIGHTS) NOTE: ROOF VENTS FOR VENTILATION AT THE UPPER PORTION OF THE SPACE SHALL BE INSTALLED NO MORE THAN 3 FEET (914mm) BELOW RIDGE KEY NOTES -ROOF PLAN LINE OF WALL BELOW NEW METAL ROOFING o/30# FELT o/ROOF SHEATHING -SEE "MATERIAL AND COLORS LEGEND", SHEET A-3 R1 R2A R3 R4 R5 R6 R7 EXTERIOR PLASTER o/METAL LATH o/BUILDING PAPER STUCCO FINISH AS INDICATED ON ELEVATIONS BITUTHENE WATERPROOF MEMBRANE UNDER BUILDING PAPER ON HORIZONTAL (OR NOT VERTICAL) PLASTER PLANES -SEE "MATERIAL AND COLORS LEGEND", SHEET A-3 FASCIA -SEE "MATERIAL AND COLORS LEGEND", SHEET A-3 CORROSION RESISTANT SHEET METAL GUTTER AND DOWNSPOUT DECORATIVE ATTIC VENTILATION -SEE LEGEND A-1 -SEE DETAILS DECORATIVE CHIMNEY CAP AND SPARK ARRESTOR PER MANUFACTURER RECOMMENDATIONS. SEE A-1 FOR CITY HEIGHT REQUIREMENTS. R8 CORROSION RESISTANT SADDLE FLASHING INSTALL PER SMACNA RECOMMENDATIONS -PAINT R9 ROOFING ROOF VENT REQUIRED ROOF VENTILATION ROOF HEIGHT LEGEND CHIMNEY (AND CHIMNEY CAPS, ETC.) HEIGHTS PERMITTED ONLY AS REQUIRED BY C.R.C. OR MANUFACTURER SPECIFICATIONS PLUS ADDITIONAL 12" MAXIMUM FOR CAP/SPARK ARRESTOR. THE PORTION THAT EXCEEDS THE C.B.C./C.R.C. MINIMUM IS LIMITED NOT ONLY TO 12 INCHES IN HEIGHT BUT ALSO TO 2 FEET BY 4 FEET IN WIDTH AND DEPTH (N.B.M.C.) CHIMNEY ROOF VENTS SUPPLIED BY: O'HAGIN'S, INC. Corporate Office & West Coast Mfg. Facility 210 Classic Court, Suite 100, Rohnert Park, California 94928 Phone: 707/303-3660 Toll Free Phone: 800/394-3864 www.OHAGINVENT.com REQUIRED ROOF VENTILATION -SEE CALC'S ROOF VENT(S) O'HAGIN'S TAPERED ROOF VENT 72.00 SQ. IN. F.A.M. LOUVER: GALV. STEEL -PAINT TO MATCH ROOFING. BACKED WITH 1/4" MESH GALV. WIRE CLOTH ROOF VENT(S) (O'HAGIN'S TEMPERED FLAT OR EQUAL) REQUIRED ROOF VENTILATION -SEE CALCULATIONS BELOW. ROOF VENT: CORROSION REISTANT METAL -PAINT TO MATCH ROOFING BACKED WITH 1/4" MESH GALV. WIRE CLOTH. 1/8" MINIMUM OPENINGS. CORROSION RESISTANT SHEET MTL NOTE TO CONTRACTOR: ROOF VENTILATION CALCULATIONS PROVIDED HERE SHALL NOT BE USED FOR ROOFING MATERIAL TAKE-OFFS/CALCULATIONS/ETC. CRC R806.2 ROOF VENTILATION - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: THAT AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILAORS SHALL BE LOCATED NO MORE THAN 3 FEET (914MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. (SEE "GENERAL NOTES - SECTIONS" [SHT A-3] FOR VAPOR RETARDER NOTE) D.D. +2" OVERFLOW DECK DRAIN OVERFLOW, TO BE PIPED SEPARATELY FROM DECK DRAIN. SEE DETAIL 16/D2 LEGEND DECK DRAIN. SEE DETAIL 17/D2 & 19/D2 ROOF VENT. SEE KEYNOTE 9, THIS SHEET. D.S. GUTTER AND DOWNSPOUT WHERE INDICATED ON THE DRAWINGS AS "CORROSION RESISTANT SHEET METAL" THE CONTRACTOR SHALL PROVIDE GALV STEEL OR CORROSION RESISTANT FLASHING. PROVIDE BACKPRIME AT DISSIMILAR METALS, INSTALL PER S.M.A.C.N.A. 4/28/17 1/4" - 1'-0" RO O F P L A N SL O P E 2: 1 2 LOW ROOF HIP D.S. NEW TPO ROOFING o/30# FELT o/ROOF SHEATHING -SEE "MATERIAL AND COLORS LEGEND", SHEET A-3R2B R2A TYP. METAL ROOFING R5 TYP. R5 TYP. R11 WALL VENTS (FOR ROOF VENTILATION). C & J METAL PRODUCTSLV1424 (14"WX24"H) CORROSION RESISTANT W/ WEATHER RESISTANT LOUVER AND BACKED WITH 1/4 " MESH GALV. WIRE CLOTH. 1/ 8" MIN OPENINGS. WHERE "SKYLIGHTS" ARE INDICATED ON THE DRAWINGS PROVIDE BRISTOLITE FIBROLITE INDUSTRIES INC., (714) 540-8950 INSTALL ALL SKYLIGHTS PER MANUFACTURERS RECOMMENDATIONS AND DETAILS. INSTALL PER ICC REPORT - ESR-3177 (RENEWAL 5/1/2015 ) NOTE: BUBBLE OR DOMED SKYLIGHT NOT ALLOWED ON SLOPE ROOF PER HOA. BRISTOLITE AL-CM-2-P (PYRAMID- (ONE PIECE ACRYLIC)) FRAME FINISH: BRONZE ANODIZED ALUMINUM LENS TYPE: PYRAMID LENS MATERIAL: ACRYLIC LENS OUTER COLOR: BRONZE (OUTER) LENS INNER COLOR: BRONZE (INNER) SKYLIGHTS R10 SKYLIGHT. SEE "SKYLIGHTS" NOTE, THIS SHEET. SEE DTLS: EAVE ROOF EDGE ROOF EDGE CO R O N A D E L M A R , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M 66.85 + 63.82 + 64.55 + 64.86 = 260.08 / 4 = 65.02 AVG N.G. 65.02 AVG N.G. + 24.OO = 89.02 MAX FLAT ROOF/GUARDRAIL 65.02 AVG N.G. + 29.OO = 94.02 MAX RIDGE MAX. ROOF HEIGHT CALC'S AVGERAGE NATURAL GRADE / 66.85 - 63.82 = 3.03 3.03 / 97.69' = 0.0310 0.0310 x 100 = 3.10% = LESS THAN 5% SEE SHEET A-1 FOR ADDITIONAL INFORMATION SITE SLOPE CALCULATION SLOPE 2:12 HIP R4 TYP. SLOPE 2:12 R1TYP. ROOF TO WALL ROOF EDGESLOPE 2:12 VA L L E Y LOW ROOF NOTE: ALL EAVE DIMENSIONS ARE TO FACE OF STUD -TYP. SLOPE 2:12 SLOPE 2:12 SLOPE 2:12 SL O P E 2: 1 2 SL O P E 2: 1 2 SL O P E 2: 1 2 SL O P E 2: 1 2 SL O P E 2: 1 2 SL O P E 2: 1 2 SLOPE 2:12 SLOPE 2:12 SL O P E 2: 1 2 SL O P E 2: 1 2 SL O P E 2: 1 2 SL O P E 2: 1 2 SL O P E 2: 1 2 SLOPE 3/8:12 SLOPE 3/8:12OPEN TO BELOW RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RO O F E D G E SLOPE 2:12 RO O F E D G E ROOF EDGE "FLAT" ROOF "FLAT" ROOF "FLAT" ROOF OPEN TO COURTYARD BELOW VA L L E Y VALLEY VA L L E Y VALLEY VALLEY VALLEY VA L L E Y VA L L E Y VALLEY VALLEY VA L L E Y D.S. D.S. D.S. D.S. SL O P E 1 / 2 : 1 2 R1 TYP. R1 TYP. 1 TYP. R1 TYP. R2A TYP. METAL ROOFING R2A TYP. METAL ROOFING R2A TYP. METAL ROOFING R2A TYP. METAL ROOFING R2B ROOFING TPO R2B ROOFING TPO R2B ROOFING TPO R2B ROOFING TPO R4 R5 TYP. R5 TYP. R5TYP. R5TYP. R5 TYP. R7 FIREPLACE FLUE R7 FIREPLACE FLUE D.S. SL O P E 3/ 8 : 1 2 SL O P E 2: 1 2 RI D G E D.S. R5 R9 TYP. ROOF VENT R11VENT RIDGE -TYP. RIDGE -TYP. VALLEY -TYP. VALLEY -TYP. VALLEY -TYP. EAVE -TYP. ROOF EDGE ROOF EDGE ROOF RAKE -TYP. ROOF RAKE -TYP. ROOF RAKE -TYP. ROOF RAKE -TYP. ROOF RAKE -TYP. ROOF RAKE -TYP. 8 RI D G E RI D G E ROOF RAKE -TYP. SL O P E 3/ 8 : 1 2 SLOPE 3/8:12 LINE OF CITY SETB ACK R7 FIREPLACE FLUE EXIST. TO P OF SLOPE 245"x37" SKYLIGHT R8 FLASHING SADDLE R10 SKYLIGHT R11 VENT R11VENT R11 VENT R11VENT R11VENT R O O F A R O O F B ROOF A REQUIRED NET FREE VENTILATING AREA: ATTIC SQ. FT. 326/150=2.17 S.F. (313 SQ.IN.) VENT AREA REQ'D NET FREE VENTILATING AREA AT UPPER PORTION OF THE SPACE: CONTRACTOR TO PROVIDE & INSTALL: ONE (1) WALL VENT(S): C & J METAL PRODUCTS LV1424: 336 SQ. IN. F.A.M. TOTAL ROOF VENT VENTING: 336 SQ. IN. ROOF VENT: CORROSION RESISTANT METAL -PAINT TO MATCH ROOFING BACKED w/ 1/4" MESH GANVANIZED WIRE CLOTH. 1/8" MIN. OPENING ROOF B REQUIRED NET FREE VENTILATING AREA: ATTIC SQ. FT. 2,063/150=13.75 S.F. (1,980 SQ.IN.) VENT AREA REQ'D NET FREE VENTILATING AREA AT UPPER PORTION OF THE SPACE: CONTRACTOR TO PROVIDE & INSTALL: SIX (6) WALL VENT(S): C & J METAL PRODUCTS LV1424: 336 SQ. IN. F.A.M. TOTAL ROOF VENT VENTING: 2,016 SQ. IN. ROOF VENT: CORROSION RESISTANT METAL -PAINT TO MATCH ROOFING BACKED w/ 1/4" MESH GANVANIZED WIRE CLOTH. 1/8" MIN. OPENING R11 VENT 1 1 7/13/2018 4:46:54 PM LEFT SIDE ELEVATION PR O P E R T Y L I N E PAD (EXIST. F.F. -4") F.SLAB: 65.71 H.O.A. HEIGHT LIMIT -"FLAT" ROOF H.O.A. HEIGHT LIMIT -RIDGE PLATE & WNDW HD (THIS LOCATION) HIGHES TRIDGE 79. 30 HIG H E S T RID G E 79 . 3 0 D.S. D.S. NEW 5FT HIGH TUBE STEEL POOL SECURITY FENCE ALONG P.L. UNDER SEPARATE PERMIT TYP. -SEE LANDSCAPE FOR MORE INFORMATION 6 ATTIC VENT 2 ROOFING -METAL -TYP.RIDGE -TYP. EAVE ROOF EDGEROOF RAKE -TYP. EXIST. PROPERTY LINE WALL 1 TYP. 2A ROOFING -"FLAT" -TYP.12 2122 3 EXTERIOR PLASTER -TYP. 3 EXTERIOR PLASTER -TYP. 10 STONE -TYP. 5 WINDOWS -TYP. 11 DOWNSPOUTS / GUTTER -TYP. 11 DOWNSPOUTS / GUTTER -TYP. 9 MANUFACTURER'S SHROUD PAINT TO MATCH ROOF COLOR 9 MANUFACTURER'S SHROUD PAINT TO MATCH ROOF COLOR D.S. 1 TYP. 8 TEMP. TEMP. 10 STONE -TYP. EAVE SOFFIT AVG. N.G.: 65.02 6ATTIC VENT 6 ATTIC VENT REAR ELEVATION PR O P E R T Y L I N E PR O P E R T Y L I N E HIG H E S T RID G E 79 . 3 0 EXIST. T.C. GARAGE DOOR TEMP. SLIDING DOOR HD SLIDING DOOR THRESH. EXIST. GRADE NEW 5FT HIGH POOL SECURITY FENCE -TUBE STEEL o/3FT PLASTER WALL UNDER SEPARATE PERMIT TYP. NEW 5FT HIGH TUBE STEEL POOL SECURITY FENCE UNDER SEPARATE PERMIT TYP. -SEE LANDSCAPE FOR MORE INFORMATION -SEE LANDSCAPE FOR MORE INFORMATION NEW 5FT HIGH TUBE STEEL POOL SECURITY FENCE UNDER SEPARATE PERMIT TYP. -SEE LANDSCAPE FOR MORE INFORMATION EXIST. GRADE EXIST. GRADEEXIST. GRADE NEW 5FT HIGH POOL SECURITY FENCE -TUBE STEEL o/3FT PLASTER WALL UNDER SEPARATE PERMIT TYP. -SEE LANDSCAPE FOR MORE INFORMATION TEMP.TEMP. PLANTER RIDGE -TYP. EAVE ROOF EDGE 2 ROOFING -METAL -TYP. 2A ROOFING -"FLAT" -TYP. 4 FASCIA -TYP. 4 FASCIA -TYP. 10 STONE -TYP. 5 WINDOWS -TYP. 5 EXTERIOR DOORS -TYP. 5 EXTERIOR DOORS -TYP.8 8 11 DOWNSPOUTS / GUTTER -TYP. DRIVEWAY -TYP. 9 MANUFACTURER'S SHROUD PAINT TO MATCH ROOF COLOR TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. 9 MANUFACTURER'S SHROUD PAINT TO MATCH ROOF COLOR 10 STONE EAVE SOFFIT PAD (EXIST. F.F. -4") AVG. N.G.: 65.02 RIGHT SIDE ELEVATION PR O P E R T Y L I N E RO O F E D G E 79 . 3 0 HIG H E S T RID G E 79 . 3 0 HIG H E S T RID G E 79 . 3 0 NEW 5FT HIGH TUBE STEEL POOL SECURITY FENCE UNDER SEPARATE PERMIT TYP. NEW 5FT HIGH POOL SECURITY FENCE 4FT. GLASS o/ 1FT. BLOCK WALL. UNDER SEPARATE PERMIT TYP. -SEE LANDSCAPE FOR MORE INFORMATION 6 ATTIC VENT 6 ATTIC VENT RIDGE -TYP.ROOF RAKE -TYP. 9 1 TYP. NEW 5FT HIGH PROPERTY LINE WALL EXTERIOR PLASTER o/CONC. BLOCK UNDER SEPARATE PERMIT TYP. 2 ROOFING -METAL -TYP. 12 2 12 2 122 122 3 EXTERIOR PLASTER -TYP. 10 STONE5 WINDOWS -TYP. 11 DOWNSPOUTS / GUTTER -TYP. 4 FASCIA -TYP. MANUFACTURER'S SHROUD PAINT TO MATCH ROOF COLOR 9 MANUFACTURER'S SHROUD PAINT TO MATCH ROOF COLOR TEMP.TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. 10 STONE -TYP. 10 STONE -TYP. 3 EXTERIOR PLASTER -TYP. EAVE EAVE SOFFIT EAVE SOFFIT 10 STONE TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. PAD (EXIST. F.F. -4") AVG. N.G.: 65.02 6 ATTIC VENT FRONT ELEVATION PR O P E R T Y L I N E PR O P E R T Y L I N E 4 5 2 7 PAD (EXIST. F.F. -4") F.SLAB: 65.71 H.O.A. HEIGHT LIMIT -"FLAT" ROOF H.O.A. HEIGHT LIMIT -RIDGE PLATE & WNDW HD (THIS LOCATION) PA R A P E T 79 . 3 0 EAVE ROOF EDGE ROOF EDGE 1 TYP. 2 ROOF -TYP. 123/8 3 EXTERIOR PLASTER -TYP. 10 STONE -TYP. 5 WINDOWS -TYP. ENTRY DOOR (BEYOND) 11 DOWNSPOUTS / GUTTER -TYP. FRONT GATE TEMP. TEMP. 122 EAVE SOFFIT AVG. N.G.: 65.02 TEMP.TEMP.TEMP.TEMP.TEMP.TEMP. TEMP. MATERIAL SPECIFICATIONS ROOFING -METAL WHERE "ROOFING -METAL" IS INDICATED ON THE DRAWINGS PROVIDE: SHEET METAL ROOFING SHALL COMPLY WITH CBC 1507.4. SHALL BE NOT LESS THAN 30 GALVANIZED SHEET GAGE. UNLESS NOTED OTHERWISE BERRIDGE MANUFACTURING CO. 1720 MAURY ST, HOUSTON, TX. 77026 Phone: (800) 231-8127 INSTALL PER MANUF. RECOMMENDATIONS Z-LOCK SEAM WITH VINYL SEAL o/ UNDERLAYMENT COLOR: SEE MATERIAL AND COLORS LEGEND, THIS SHEET U.L. R12005 CLASS A, SYSTEM 8: DECK: C-15/32 OR SPACED SHEATHING UNDERLAYMENT: ONE OR MORE PLIES "VERSASHIELD UNDERLAYMENT", MECHANICALLY FASTENED SURFACING: COATED STEEL ROOFING PANELS, MECHANICALLY FASTENED POLYGLAS POLYSTICK MTS (60 MIL) OTHER APPROVALS: ARCHITECTURAL TESTING INC. REPORT NO. 79368.01-801-44 THERMAL AND CONTRACTION TEST FACTORY MUTUAL RESEARCH INC. REPORT NO. FMRC J.I. 2Y5AI.AM UPLIFT TESTING MECHANICALLY ATTACHED METAL ROOF PANELS. INSTALL PER SMACNA STANDARDS. DECK (SHEATHING) SHALL BE DRY, SMOOTH, AND COVERED BY 30 LB OF SATURATED ROOFING FELT. A SMOOTH BUILDING PAPER SHALL BE APPLIED OVER THE FELT. WIDTH OF PANS SHALL NOT EXCEED 20" WITH A MINIMUM 2" SEAM HEIGHT. PANS SHALL BE INSTALLED WITH CLEATS NAILED ON 12 INCH CENTERS (OR AS RECOMMENDED BY MANUFACTURER). EACH PAN SHALL BE LOCKED TO THE ONE BELOW. PROVIDE SEALANT AT NAIL PENETRATIONS AND COVER FOR DISSIMILAR METALS. FLAT SEAM ROOFING SHALL HAVE A MINIMUM SLOPE PER SMACNA. SEAL (SOLDER) ALL JOINTS WHERE LESS THAN 3 INCHES IN 12 INCHES SLOPE. WHERE "GARAGE DOOR" IS INDICATED ON THE DRAWINGS PROVIDE: SEE ELEVATIONS (SHEET A-3) FOR STYLE. SEE MATERIAL AND COLORS LEGEND, THIS SHEET. GARAGE DOOR WHERE "EXTERIOR PLASTER" IS INDICATED ON THE DRAWINGS PROVIDE: EXTERIOR PLASTER o/METAL LATH o/BLDG PAPER STEEL TROWEL FINISH - UNLESS NOTED OTHERWISE. PROVIDE CORROSION RESISTANT WEEP/DRIP SCREEDS, AND CORNER BEADS AT ALL LOCATIONS PER PLASTER INSTITUTE STANDARDS. PROVIDE MESH IN FINISH COAT WHERE STEEL TROWEL FINISH IS USED. MERLEX INTEGRAL COLOR COAT COLOR: SEE MATERIAL AND COLORS LEGEND, THIS SHEET. AS SELECTED BY ARCHITECT AND APPROVED BY NEIGHBORHOOD ASSOCIATION. PROVIDE COLOR SAMPLE PRIOR TO INSTALLATION. EXTERIOR PLASTER WHERE "WINDOWS" IS INDICATED ON THE DRAWINGS PROVIDE WINDOWS AND DOORS: FLEETWOOD -ALUMINUM DOORS AND WINDOWS SEE MATERIAL AND COLORS LEGEND, THIS SHEET. CONTACT: INGRID EDGELL, ARCHITECT AND BUILDER REPRESENTATIVE THE PELLETIER COMPANY P 858-271-1750 F 858-271-1786 WINDOWS WHERE "WOOD TRIM" IS INDICATED ON THE DRAWINGS PROVIDE: STAIN GRADE HEMLOCK OR EQUAL. CONTRACTOR TO PROVIDE ALTERNATE BID FOR AFROMASIA. SEE MATERIAL AND COLORS LEGEND, THIS SHEET. WOOD TRIM WHERE "ROOFING -"FLAT" IS INDICATED ON THE DRAWINGS PROVIDE: CLASS-A FIRE RATED PVC SINGLE-PLY ROOFING BY: IB ROOFING SYSTEMS, INC ICC ESR-2852 SYSTEM 7, COMBUSTIBLE SUBSTRATE, 1-1/2:12 MAX. SLOPE 2 LAYERS OF "IB FIRE SHEET FR-50 IB ROOFING PVC 80 MIL ASTM D-4434-12, TYPE III IB ROOFING ADHESIVE AND FASTENERS/PLATES 25-YEAR LIMITED MATERIAL WARRANTY CONTACT: IB ROOFING SYSTEMS, INC WWW.IBROOFING.COM TECHNICAL@IBROOF.COM TEL: (800) 426-1626 COLOR: SEE MATERIAL AND COLORS LEGEND, THIS SHEET ROOFING -"FLAT" 1 WHERE "STONE" IS INDICATED ON THE DRAWINGS PROVIDE: SEE MATERIAL AND COLORS LEGEND, THIS SHEET. INSTALL PER MANUFACTURERS RECOMMENDATIONS. INSTALL STONE ADHERERED VENEER OVER CEMENT PLASTER O/ METAL LATH O/ WATERPROOF MEMBRANE. VENEER SHALL BE APPROX 16 POUNDS, 1.5" THICK MAX. EXTERIOR STONE IN SEISMIC DESIGN CATEGORY D (D2) SHALL NOT EXCEED THE LIMITS OF TABLE 703.8.(2) AND SHALL NOT EXCEED 4 INCHES THICK. STONE VENEER 1 1 2 3 4 5 6 8 9 10 11 12 13 14 15 NO. ITEM MATERIAL MANUFACTURER NAME COLOR NUMBER COLOR COMMENTS ROOF WALLS -ACCENT WALLS -STONE FASCIA WOOD TRIM GARAGE DOOR ENTRY DOOR EXTERIOR DOORS GUTTERS FRONT GATES DRIVEWAY HARDSCAPE WALLS -FIELD 7 WINDOWS 1A ROOF -"FLAT" MATERIAL AND COLORS LEGEND FOR BUILDING AND HARDSCAPE CORROSION RESIST. METAL LIMESTONE MATCH (1) MATCH (6) GLASS & METAL MATCH (7) MATCH (1) GLASS & METAL COLORED CONCRETE LIMESTONE EXTERIOR PLASTER ALUMINUM PVC SINGLE MEMBRANE METAL SALES .... U.S. STONE INDUSTRIES .... .... CUSTOM .... .... CUSTOM DAVIS COLORS .... MERLEX IB ROOFING SYSTEMS DARK BRONZE COTTONWOOD .... .... .... .... .... OUTBACK MOCHA CREME WHISPER BRONZE ANODIZED BROWN .... .... .... .... .... .... .... .... .... 677 .... 3/4 P122-2 .... .... .... .... HONED / SPLIT FACE .... .... .... .... .... .... AGGRAGATE FINISH WIRE BRUSH FINISH SMOOTH .... .... WESTERN WINDOW SYSTEMS 2A WALLS -FIELD2 EXTERIOR PLASTER MERLEX DUNN EDWARDS LRV 8CAVERNOUS 6A METAL TRIM CORROSION RESIST. METAL ............ SMOOTH. ALT: COLORED PLASTER MATCH (7) 4533 PERHAM MATCH (7) EAVE SOFFIT STAIN GRADE WOOD BEHR TUGBOAT ST-141 HEMLOCK OR EQUAL STAIN GRADE WOOD BEHR TUGBOAT ST-141 HEMLOCK OR EQUAL CORROSION RESIST. METAL MATCH (1) KEY NOTES -ELEVATIONS MAINTAIN FINISH SLAB TO FINISH GRADE OR FINISH SURFACE MIN. CLEARANCES PER CRC R317. SLOPE FINISH GRADE OR FINISH SURFACE AWAY FROM BUILDING. SEE DETAIL NEW METAL ROOFING o/30# FELT o/ROOF SHEATHING -SEE MATERIAL & COLORS LEGEND, THIS SHEET 1 2 3 4 5 6 7 EXTERIOR PLASTER o/METAL LATH o/BUILDING PAPER STUCCO STEEL TROWEL FINISH -TYP. SEE SPECIFICATIONS BELOW 2 LAYER GRADE D PAPER (FELT) o/PLYWOOD SHEAR WALLS. FASCIA. -SEE MATERIAL & COLORS LEGEND, THIS SHEET DOORS AND WINDOWS -TYP. -SEE MATERIAL & COLORS LEGEND, THIS SHEET ATTIC VENTILATION -SEE ROOF PLAN HANDRAIL +36" ABOVE ADJACENT SURFACE PICKETS -MAX. SPACE 3-7/8" BETWEEN -NOT USED 8 GUARDRAIL +42" ABOVE ADJACENT SURFACE PICKETS -MAX. SPACE 3-7/8" BETWEEN 9 MANUF CHIMNEY CAP - PAINT TO MATCH ROOFING 10 STONE -SEE MATERIAL & COLORS LEGEND, THIS SHEET. SEE DTLS: 11 CONNECT DOWNSPOUTS TO SUBDRAIN SYSTEM -SEE CIVIL PLANS GENERAL NOTES -ELEVATIONS 1. PROVIDE ADDRESS ON BUILDING PER N.B.M.C. 13.12.210 2. SEE ROOF PLAN SHEET FOR ROOF VENTILATION CALCULATIONS. 3B WOOD TRIM. -SEE MATERIAL & COLORS LEGEND, THIS SHEET MATERIAL CALLOUT -SEE MATERIALS AND COLORS LEGEND -THIS SHEET NEW "FLAT" ROOFING o/30# FELT o/ROOF SHEATHING -SEE MATERIAL & COLORS LEGEND, THIS SHEET2A .. . . .. . . 4/28/17 1/4" - 1'-0" EX T E R I O R E L E V A T I O N S CO R O N A D E L M A R , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M 1 7/13/2018 4:47:34 PM 2 x10 R .R .2x10 R.R.2 x 1 0 R.R. 12 2 2x10 R.J.'S BUTLER'S PANTRYKITCHEN HALL OFFICE PR O P E R T Y L I N E 121/4 DRAPE POCKET TO P O F S L O P E (A T T H I S S E C T I O N ) 122 122 12 1/2 1 13 21 56 6 8 8 11 18 19 20B 22 26 66 ELEVATOR LAUNDRY 2 / STORAGE HALL COURTYARD GYMGAME ROOM TROUGH LAP POOL DRAPE POCKET 3 44 7 9 11 17 17 27 6 6 SECTION A-A KEY NOTES -SECTIONS 2x RAFTERS / ROOF JOISTS -SEE FRAMING PLAN BEAM PER STRUCTURAL 1 2 3 4 5 6 7 2x4 CEILING JOISTS @ 16"o.c. DOORS AND WINDOWS -SEE PLAN -TYPICAL 2x4 STUDS @ 16"o.c. (TYPICAL U.N.O.) 8 2x6 STUDS @ 16"o.c. 9 2x P.T.D.F. MUD SILL 10 FLOOR JOISTS @ 16"o.c. -SEE FRAMING PLAN 11 EXTERIOR PLASTER o/ METAL LATH o/ BUILDING PAPER COLOR COAT. -SEE SPECIFICATIONS -SHT A-3 11A EXTERIOR WOOD SIDING o/ BUILDING PAPER SEE SPECFICATIONS -SHT A-3 12 GUARD +42" ABOVE ADJACENT SURFACE PICKETS -MAX. SPACE 3-7/8" BETWEEN 13 5/8" PLYWOOD ROOF SHEATHING SEE TITLE 24 FOR RADIANT BARRIER -AS OCCURS. 14 1-1/8" T&G PLYWOOD SUBFLOOR 15 FLUSH BEAM -SEE FRAMING PLAN 16 LIGHTING -SEE PLAN 17 18 2x SOLID BLOCKING PROVIDE 1 1 8" FLOOR SHEATHING UNLESS NOTED OTHERWISE. NOTE TO STRUCT. ENG'R FOR SHEAR WALLS GREATER THAN 5FT LONG USE 6" LESS THAN THE MEASURED LENGTH FOR CALCULATION PURPOSES WHEREVER POSSIBLE. STAIRS. SEE PLAN FOR RISE AND RUN HANDRAIL - 34" TO 38" ABOVE NOSING CONCRETE FOUNDATION AND FOOTINGS -SEE FOUNDATION PLAN CONCRETE SLAB w/ REINFORCING STEEL o/ W/P MEMBRANE. SEE A-1 AND STRUCT. FOR SLAB INFO. 19 F.G. BATT. WALL INSULATION AT 2x6 WALLS. SEE TITLE 24. 20A F.G. BATT. FLOOR INSULATION. SEE TITLE 24. 21 22 23 5/8" TYPE "X" GYPSUM BOARD AT WALLS THROUGHOUT GARAGE TO HOUSE. 5/8" TYPE "X" GYPSUM BOARD AT CEILING. (PROVIDE 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD AT CEILING WHEN TRUSS JOISTS ARE USED.) -W/P GYPSUM BOARD ENTIRE GARAGE WHERE TYPE "X" NOT REQUIRED BY CODE. 24 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. CRC R302.7 25 DECK: SEE "DECK MATERIAL" NOTE ON SHEET A-2.2. MAINTAIN 1 /4" PER FOOT MINIMUM SLOPE. DRAIN TO GUTTER OR DECK DRAINS PER PLAN. 26 FIRE BLOCK @ 10'-0"o.c. HORIZONTAL AND VERTICAL, PER CRC R302.11 GENERAL NOTES -SECTIONS 1. PROVIDE FIRE BLOCKS @ 10'-0"o.c. BOTH VERTICALLY AND HORIZONTALLY PER CRC R302.11 2. CONCEALED WALL SPACE NOT TO EXCEED 10 FEET INTERVAL HORIZONTALLY. CRC R302.11 3. WHERE "LIGHT-WEIGHT CONC" IS CALLED OUT, INSTALL o/ WATERPROOF MEMBRANE o/ PLYWOOD SHEATHING. ROOFING OVER WATERPROOF MEMBRANE SEE ROOF PLAN AND ELEVATIONS 20B F.G. BATT. ROOF INSULATION. SEE TITLE 24. MAINTAIN FINISH SLAB TO FINISH GRADE OR FINISH SURFACE MIN. CLEARANCES PER CRC R317. SLOPE FINISH GRADE OR FINISH SURFACE AWAY FROM BUILDING. SEE DETAIL WATERPROOFING. INSTALL BELOW-GRADE WATERPROOF MEMBRANE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE PROTECTION BOARD FROM BACKFILL. INSTALL FRENCH DRAIN BEHIND RETAINING WALL PER SOILS REPORT. SEE DETAIL: 27 SECTION B-B 2 x 10 R.R .2x10 R.R.2 x 1 0 R.R. 12 2 ENTRY PR O P E R T Y L I N E 121/4 TO P O F S L O P E (A T T H I S S E C T I O N ) 2x10 R.J.'S DRAPE POCKET LIVING 122122 E.G. SKYLIGHT 1 13 21 5 1212 18 20B 6 6 GYMGAME ROOM DRAPE POCKET GYM BATHHALL GYM TROUGH LAP POOL POOL EDG E 65.13 4 7 9 17 17 26 27 6 6 SECTION C-C 2x 1 0 R.R.2x10 R.R.2 x10 R .R . 12 2 PR O P E R T Y L I N E 121/4 TO P O F S L O P E (A T T H I S S E C T I O N ) 2x10 R.R.2x10 R.R. DRAPE POCKET HERS 2x10 R.J. M. BEDROOM 122122 12 2 12 2 COVERED PATIO E.G. DRAPE POCKET 1 13 21 5 7 8 11 18 19 20B 22 26 6 6 BEDROOM 2 TROUGH LAP POOL GARAGE FAU 2x6 C.J. (HUNG FROM FLOOR ABOVE)FAU(HUNG FROM FLOOR ABOVE) SLOPE 1% 4 9 23 25 27 SLOPE 1/2% .. . . .. . . 4/28/17 1/4" - 1'-0" BU I L D I N G S E C T I O N S CO R O N A D E L M A R , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M 1 7/13/2018 4:49:16 PM SECTION D-D 2x 1 0 R.R.2x10 R.R.2x 1 0 R .R. HIS CLOSET PR O P E R T Y L I N E 121/4 E.G. TO P O F S L O P E (A T T H I S S E C T I O N ) 2x10 R.R. DRAPE POCKET 2x10 R.J. 122 122 12 2 COVERED PATIO 2x1 0 R .R.2x10 R.R. M BATHM. BEDROOM 12 2 2x10 R.R. 1 131132121 5 56 8 9 11A 19 20B 26 6 6 12 2 122 11 SPA GARAGE 2x6 C.J. FAU(HUNG FROM FLOOR ABOVE)FAU(HUNG FROM FLOOR ABOVE) SLOPE 1% 4 9 23 25 27 SLOPE 1/2% EQUIP. KEY NOTES -SECTIONS 2x RAFTERS / ROOF JOISTS -SEE FRAMING PLAN BEAM PER STRUCTURAL 1 2 3 4 5 6 7 2x4 CEILING JOISTS @ 16"o.c. DOORS AND WINDOWS -SEE PLAN -TYPICAL 2x4 STUDS @ 16"o.c. (TYPICAL U.N.O.) 8 2x6 STUDS @ 16"o.c. 9 2x P.T.D.F. MUD SILL 10 FLOOR JOISTS @ 16"o.c. -SEE FRAMING PLAN 11 EXTERIOR PLASTER o/ METAL LATH o/ BUILDING PAPER COLOR COAT. -SEE SPECIFICATIONS -SHT A-3 11A EXTERIOR WOOD SIDING o/ BUILDING PAPER SEE SPECFICATIONS -SHT A-3 12 GUARD +42" ABOVE ADJACENT SURFACE PICKETS -MAX. SPACE 3-7/8" BETWEEN 13 5/8" PLYWOOD ROOF SHEATHING SEE TITLE 24 FOR RADIANT BARRIER -AS OCCURS. 14 1-1/8" T&G PLYWOOD SUBFLOOR 15 FLUSH BEAM -SEE FRAMING PLAN 16 LIGHTING -SEE PLAN 17 18 2x SOLID BLOCKING PROVIDE 1 1 8" FLOOR SHEATHING UNLESS NOTED OTHERWISE. NOTE TO STRUCT. ENG'R FOR SHEAR WALLS GREATER THAN 5FT LONG USE 6" LESS THAN THE MEASURED LENGTH FOR CALCULATION PURPOSES WHEREVER POSSIBLE. STAIRS. SEE PLAN FOR RISE AND RUN HANDRAIL - 34" TO 38" ABOVE NOSING CONCRETE FOUNDATION AND FOOTINGS -SEE FOUNDATION PLAN CONCRETE SLAB w/ REINFORCING STEEL o/ W/P MEMBRANE. SEE A-1 AND STRUCT. FOR SLAB INFO. 19 F.G. BATT. WALL INSULATION AT 2x6 WALLS. SEE TITLE 24. 20A F.G. BATT. FLOOR INSULATION. SEE TITLE 24. 21 22 23 5/8" TYPE "X" GYPSUM BOARD AT WALLS THROUGHOUT GARAGE TO HOUSE. 5/8" TYPE "X" GYPSUM BOARD AT CEILING. (PROVIDE 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD AT CEILING WHEN TRUSS JOISTS ARE USED.) -W/P GYPSUM BOARD ENTIRE GARAGE WHERE TYPE "X" NOT REQUIRED BY CODE. 24 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. CRC R302.7 25 DECK: SEE "DECK MATERIAL" NOTE ON SHEET A-2.2. MAINTAIN 1 /4" PER FOOT MINIMUM SLOPE. DRAIN TO GUTTER OR DECK DRAINS PER PLAN. 26 FIRE BLOCK @ 10'-0"o.c. HORIZONTAL AND VERTICAL, PER CRC R302.11 GENERAL NOTES -SECTIONS 1. PROVIDE FIRE BLOCKS @ 10'-0"o.c. BOTH VERTICALLY AND HORIZONTALLY PER CRC R302.11 2. CONCEALED WALL SPACE NOT TO EXCEED 10 FEET INTERVAL HORIZONTALLY. CRC R302.11 3. WHERE "LIGHT-WEIGHT CONC" IS CALLED OUT, INSTALL o/ WATERPROOF MEMBRANE o/ PLYWOOD SHEATHING. ROOFING OVER WATERPROOF MEMBRANE SEE ROOF PLAN AND ELEVATIONS 20B F.G. BATT. ROOF INSULATION. SEE TITLE 24. MAINTAIN FINISH SLAB TO FINISH GRADE OR FINISH SURFACE MIN. CLEARANCES PER CRC R317. SLOPE FINISH GRADE OR FINISH SURFACE AWAY FROM BUILDING. SEE DETAIL WATERPROOFING. INSTALL BELOW-GRADE WATERPROOF MEMBRANE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE PROTECTION BOARD FROM BACKFILL. INSTALL FRENCH DRAIN BEHIND RETAINING WALL PER SOILS REPORT. SEE DETAIL: 27 SECTION E-E PR O P E R T Y L I N E SE T B A C K F.SLAB: 65.71 WNDW HD PLATE F.SLAB: 50.78 (THIS LOCATION) 2 x 10 R.R . 122 HIS CLOSETBEDROOM 2 BATH 2 F.SLAB: 65.71 F.SLAB: 50.78 2x10 R.R.2x10 R.R. BEDROOM 3 PR O P E R T Y L I N E SE T B A C K ENTRY COURTYARD DRAPE POCKETDRAPE POCKET 21 5 7 8 11A 11 19 20B 22 26 OFFICE 6 6 PAD (EXIST. F.F. -4") AVG. N.G.: 65.02 WNDW HD PLATE CLG GARAGETHEATERGYM GYM BATH WNDW HD PLATE CLG FAU 2x6 C.J. (HUNG FROM FLOOR ABOVE)FAU(HUNG FROM FLOOR ABOVE)FAU(HUNG FROM FLOOR ABOVE) 44 8 9 9 23 23 26 2727 BRIDGE 2x10 R.J.'S 2 x10 R .R .2x10 R.R. 122 12 2 12 3/8 HERS PR O P E R T Y L I N E PR O P E R T Y L I N E SE T B A C K H.O.A. HEIGHT LIMIT -SLOPED ROOF H.O.A. HEIGHT LIMIT -FLAT ROOF F.SLAB: 65.71 WNDW HD PLATE (THIS LOCATION) F.SLAB: 65.71 WNDW HD PLATE F.SLAB: 50.78 (THIS LOCATION) HIG H E S T RI D G E 78 . 8 6 "F L A T " R O O F 76 . 3 6 BATH 3 HALL M. BATH SECTION F-F COURTYARD 12 3/8 LINEN 1 13 21 5 6 67 8 12 18 19 20B 22 12 26 6 6 PAD (EXIST. F.F. -4") AVG. N.G.: 65.02 LOUNGE GARAGE WNDW HD PLATE CLG EQUIP. FAU(HUNG FROM FLOOR ABOVE)FAU(HUNG FROM FLOOR ABOVE)FAU(HUNG FROM FLOOR ABOVE) 2x6 C.J. 4 4 99 232326 2727 .. . . .. . . 4/28/17 1/4" - 1'-0" BU I L D I N G S E C T I O N S CO R O N A D E L M A R , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M 7/13/2018 4:49:48 PM 2 x 10 R.R .2x10 R.R.2 x 10 R.R .2x10 R.R. 2x10 R.J.'S DINING / LIVING PR O P E R T Y L I N E SE T B A C K F.SLAB: 65.71 WNDW HD PLATE F.SLAB: 50.78 (THIS LOCATION) F.SLAB: 65.71 F.SLAB: 50.78 BUTLER'S PANTRY 123/8 SECTION G-G 122 12 2 122 12 2 M. BEDROOMPATIO PR O P E R T Y L I N E 1 13 2121 8 11 12 18 19 19 20B 22 25 26 6 6 6 PAD (EXIST. F.F. -4") AVG. N.G.: 65.02 WNDW HD PLATE CLG WNDW HD PLATE CLG LAUNDRY GARAGELOUNGE 4 4 5 8 9 17 23 27 27 6 KEY NOTES -SECTIONS 2x RAFTERS / ROOF JOISTS -SEE FRAMING PLAN BEAM PER STRUCTURAL 1 2 3 4 5 6 7 2x4 CEILING JOISTS @ 16"o.c. DOORS AND WINDOWS -SEE PLAN -TYPICAL 2x4 STUDS @ 16"o.c. (TYPICAL U.N.O.) 8 2x6 STUDS @ 16"o.c. 9 2x P.T.D.F. MUD SILL 10 FLOOR JOISTS @ 16"o.c. -SEE FRAMING PLAN 11 EXTERIOR PLASTER o/ METAL LATH o/ BUILDING PAPER COLOR COAT. -SEE SPECIFICATIONS -SHT A-3 11A EXTERIOR WOOD SIDING o/ BUILDING PAPER SEE SPECFICATIONS -SHT A-3 12 GUARD +42" ABOVE ADJACENT SURFACE PICKETS -MAX. SPACE 3-7/8" BETWEEN 13 5/8" PLYWOOD ROOF SHEATHING SEE TITLE 24 FOR RADIANT BARRIER -AS OCCURS. 14 1-1/8" T&G PLYWOOD SUBFLOOR 15 FLUSH BEAM -SEE FRAMING PLAN 16 LIGHTING -SEE PLAN 17 18 2x SOLID BLOCKING PROVIDE 1 1 8" FLOOR SHEATHING UNLESS NOTED OTHERWISE. NOTE TO STRUCT. ENG'R FOR SHEAR WALLS GREATER THAN 5FT LONG USE 6" LESS THAN THE MEASURED LENGTH FOR CALCULATION PURPOSES WHEREVER POSSIBLE. STAIRS. SEE PLAN FOR RISE AND RUN HANDRAIL - 34" TO 38" ABOVE NOSING CONCRETE FOUNDATION AND FOOTINGS -SEE FOUNDATION PLAN CONCRETE SLAB w/ REINFORCING STEEL o/ W/P MEMBRANE. SEE A-1 AND STRUCT. FOR SLAB INFO. 19 F.G. BATT. WALL INSULATION AT 2x6 WALLS. SEE TITLE 24. 20A F.G. BATT. FLOOR INSULATION. SEE TITLE 24. 21 22 23 5/8" TYPE "X" GYPSUM BOARD AT WALLS THROUGHOUT GARAGE TO HOUSE. 5/8" TYPE "X" GYPSUM BOARD AT CEILING. (PROVIDE 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD AT CEILING WHEN TRUSS JOISTS ARE USED.) -W/P GYPSUM BOARD ENTIRE GARAGE WHERE TYPE "X" NOT REQUIRED BY CODE. 24 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. CRC R302.7 25 DECK: SEE "DECK MATERIAL" NOTE ON SHEET A-2.2. MAINTAIN 1 /4" PER FOOT MINIMUM SLOPE. DRAIN TO GUTTER OR DECK DRAINS PER PLAN. 26 FIRE BLOCK @ 10'-0"o.c. HORIZONTAL AND VERTICAL, PER CRC R302.11 GENERAL NOTES -SECTIONS 1. PROVIDE FIRE BLOCKS @ 10'-0"o.c. BOTH VERTICALLY AND HORIZONTALLY PER CRC R302.11 2. CONCEALED WALL SPACE NOT TO EXCEED 10 FEET INTERVAL HORIZONTALLY. CRC R302.11 3. WHERE "LIGHT-WEIGHT CONC" IS CALLED OUT, INSTALL o/ WATERPROOF MEMBRANE o/ PLYWOOD SHEATHING. ROOFING OVER WATERPROOF MEMBRANE SEE ROOF PLAN AND ELEVATIONS 20B F.G. BATT. ROOF INSULATION. SEE TITLE 24. MAINTAIN FINISH SLAB TO FINISH GRADE OR FINISH SURFACE MIN. CLEARANCES PER CRC R317. SLOPE FINISH GRADE OR FINISH SURFACE AWAY FROM BUILDING. SEE DETAIL WATERPROOFING. INSTALL BELOW-GRADE WATERPROOF MEMBRANE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE PROTECTION BOARD FROM BACKFILL. INSTALL FRENCH DRAIN BEHIND RETAINING WALL PER SOILS REPORT. SEE DETAIL: 27 SECTION H-H 2x10 R.R. F.SLAB: 65.71 F.SLAB: 50.78 PR O P E R T Y L I N E 12 1/4 PR O P E R T Y L I N E SE T B A C K F.SLAB: 50.78 LIVINGKITCHEN COVERED PATIO DRAPE POCKET 1 1321 5 6 8 11 18 19 20B 25 PAD (EXIST. F.F. -4") AVG. N.G.: 65.02 WNDW HD PLATE CLG GAME ROOM WNDW HD CLG GARAGE 4 4 5 99 23 23 26 27 27 COURTYARD ELEVATION 1 TEMP. TEMP. F.SLAB: 65.71 WNDW HD PLATE F.SLAB: 50.78 WNDW HD PLATE CLG (THIS LOCATION) (THIS LOCATION) COURTYARD ELEVATION 2 TEMP. TEMP. TEMP. F.SLAB: 65.71 WNDW HD PLATE F.SLAB: 50.78 WNDW HD PLATE CLG (THIS LOCATION) COURTYARD ELEVATION 3 COURTYARD ELEVATION 4 TEMP. F.SLAB: 65.71 WNDW HD PLATE F.SLAB: 50.78 WNDW HD PLATE CLG (THIS LOCATION) 6" MA X . 1' - 0 " W 1' - 0 " H = 6 ' - 0 " M A X . SO L I D G R O U T A L L C E L L S NO S P E C I A L I N S P E C T I O N EQEQ 3" CO V E R EQEQ 6" 1' - 0 " 1' - 0 " W + 6"3" CO V E R H = 6 ' - 0 " M M A X . #4 @ 24" O.C. VERT. BAR 6" CMU WALL f'c = 1.500 PSI #4 @ 32" O.C. HORZ. BAR 3FENCE WALL ELEVATIONS SCALE 1/2"=1'-0" NOTE: ALL FOOTING IN LIQUEFACTION ZONE SHALL BE 24" DEEP & SHALL HAVE MIN. (2)-#5 TOP & BOTT. (2)-#4 TOP & BOTT. CONT. #4 @ 32" O.C. HORIZ. BAR #4 @ 24" O.C. VERT. SOLID GROUTED ALL CELLS 6" CMU WALL f'c = 1.500 PSI (2)-#4 BARS CONT. H 4'-0" 5'-0" 6'-0" W 1'-8" 2'-0" 2'-2" NOTE A A A ALT. FENCE WALL3B ALT. FENCE WALL3A (2)-#4 TOP & BOTT.CONT. #4 @ 24" O.C. w/ 6" HOOK 2% MIN.2% MIN. 2% MIN.2% MIN. .. . . .. . . 4/28/17 1/4" - 1'-0" BU I L D I N G S E C T I O N S CO U R T Y A R D E L E V A T I O N S CO R O N A D E L M A R , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M 7/13/2018 5:10:08 PM NE W P O R T B E A C H , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M .. . . .. . . DATE 1/4" - 1'-0" SQ U A R E F O O T A G E C A L C U L A T I O N S SEE "PROJECT DATA" ON SHEET A-1 FOR SQUARE FOOTAGE CALCULATIONS. LEGEND HABITABLE AREA AREA TOTALS GARAGE AREA DECK ROOF DECK (NOT APPLICABLE) BASEMENT FLOOR FIRST FLOOR GARAGE DECK 3,295 S.F. 5,007 S.F. 3,024 S.F. 1,086 S.F. BASEMENT FLOOR B_01 B_02 B_03 B_04 B_05 B_06 B_07 B_08 B_09 B_10 B_11 B_12 B_13 B_14 B_15 46.04 S.F. 599.93 S.F. 141.34 S.F. 294.04 S.F. 96.85 S.F. 329.38 S.F. 154.11 S.F. 139.82 S.F. 256.95 S.F. 151.64 S.F. 213.23 S.F.. 22.67 S.F. 487.19 S.F. 347.03 S.F. 14.81 S.F. 3,295.03 S.F. 3,295 S.F. GARAGE G_01 G_02 G_03 G_04 G_05 G_06 G_07 G_08 40.42 S.F. 26.79 S.F. 38.91 S.F. .... 730.80 S.F. 1,182.37 S.F. 661.99 S.F. 342.92 S.F. 3,024.2 S.F. 3,024 S.F. BASEMENT FLOOR NOTE: ANY DIMENSIONS PROVIDED ON THESE SQUARE FOOTAGE CALCULATION SHEETS SHALL BE USED FOR SQUARE FOOTAGE CALCULATION PURPOSES ONLY. 40.42 S.F. G_01 38.91 S.F. G_03 26.79 S.F. G_02 730.80 S.F. G_05 1,182.37 S.F. G_06 661.99 S.F. G_07 342.92 S.F. G_08 46.04 S.F. B_01 599.93 S.F. B_02 141.34 S.F. B_03 139.82 S.F. B_08 294.04 S.F. B_04 329.38 S.F. B_06 96.85 S.F. B_05 154.11 S.F. B_07 151.64 S.F. B_10 256.95 S.F. B_09 213.23 S.F. B_11 22.67 S.F. B_12 487.19 S.F. B_13 347.03 S.F. B_14 14.81 S.F. B_15 FIRST FLOOR PLAN 1 1 7/13/2018 5:10:49 PM WALL HUNG NE W P O R T B E A C H , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M .. . . .. . . DATE 1/4" - 1'-0" SQ U A R E F O O T A G E C A L C U L A T I O N S BASEMENT FLOOR PLAN FIRST FLOOR F_01 F_02 F_03 F_04 F_05 F_06 F_07 F_08 F_09 F_10 F_11 F_12 F_13 F_14 F_15 F_16 F_17 F_18 F_19 F_20 F_21 F_22 F_23 F_24 F_25 F_26 F_27 F_28 F_29 F_30 F_31 6.68 S.F. 329.69 S.F. 326.86 S.F. 88.83 S.F. 138.67 S.F. 758.36 S.F. 90.12 S.F. 471.73 S.F. 18.33 S.F. 155.95 S.F. 296.84 S.F. 166.88 S.F. 1.10 S.F. 229.31 S.F. 16.06 S.F. 246.02 S.F. 366.27 S.F. 405.83 S.F. 80.47 S.F. 43.83 S.F. 269.62 S.F. 9.41 S.F. 4.62 S.F. 40.27 S.F. 66.15 S.F. 2.16 S.F. 99.75 S.F. 224.83 S.F. 27.13 S.F. 12.23 S.F. 13.29 S.F. 5007.29 S.F. 5,007 S.F. FIRST FLOOR 6.68 S.F. F_01 329.69 S.F. F_02 326.07 S.F. F_03 88.83 S.F. F_04 34.50 S.F. F_05 758.36 S.F. F_06 269.62 S.F. F_21 9.41 S.F. F_22 43.83 S.F. F_20 80.47 S.F. F_19 405.83 S.F. F_18 229.31 S.F. F_14 366.27 S.F. F_17 90.12 S.F. F_07 155.95 S.F. F_10 296.84 S.F. F_11 166.88 S.F. F_12 246.02 S.F. F_16 471.73 S.F. F_08 18.33 S.F. F_09 1.10 S.F. F_13 16.06 S.F. F_15 DECK D_01 D_02 D_03 D_04 D_05 D_06 D_07 D_08 D_09 D_10 D_11 D_12 D_13 D_14 D_15 D_16 D_17 .48 S.F. 3.29 S.F. 37.44 S.F. 18.60 S.F. 6.68 S.F. 83.83 S.F. 6.35 S.F. 58.10 S.F. 74.03 S.F. 42.66 S.F. 73.76 S.F. 257.83 S.F. 334.61 S.F. 36.27 S.F. 2.55 S.F. 20.31 S.F. 28.73 S.F. 1085.52 S.F. 1,086 S.F. 36.27 S.F. D_14 2.55 S.F. D_15 334.61 S.F. D_13 20.31 S.F. D_16 257.83 S.F. D_12 74.03 S.F. D_09 42.66 S.F. D_10 73.76 S.F. D_11 58.10 S.F. D_08 83.83 S.F. D_06 18.60 S.F. D_04 37.44 S.F. D_03 3.29 S.F. D_02 .48 S.F. D_01 6.35 S.F. D_07 6.68 S.F. D_05 4.62 S.F. F_23 40.27 S.F. F_24 66.15 S.F. F_25 84 S.F. F_27 224.83 S.F. F_28 27.13 S.F. F_29 13.29 S.F. F_31 12.23 S.F. F_30 28.73 S.F. D_17 1 1 1 7/13/2018 4:52:36 PM NE W P O R T B E A C H , C A 9 2 6 2 5 45 3 3 P E R H A M R O A D 45 3 3 P E R H A M .. . . .. . . DATE 1/4" - 1'-0" LO T C E V E R A G E C A L C U L A T I O N S ROOF PLAN LEGEND ROOF AREA AREA TOTALS SITE AREA 10,950.93 S.F. BUILDING FOOTPRINT (AT EAVES) 6,310 S.F. LOT COVERAGE (AT EAVES) 57.62% ROOF R_01 R_02 R_03 R_04 R_05 R_06 R_07 R_08 R_09 R_10 R_11 R_12 R_13 7.91 S.F. 3958.86 S.F. 27.13 S.F. 40.28 S.F. 4.63 S.F. 9.86 S.F. 284.46 S.F. 1511.06 S.F. 349.75 S.F. 61.55 S.F. 17.43 S.F. 7.32 S.F. 30.23 S.F. 6310.47 S.F. 6,310 S.F. ROOF NOTE: ANY DIMENSIONS PROVIDED ON THESE SQUARE FOOTAGE CALCULATION SHEETS SHALL BE USED FOR SQUARE FOOTAGE CALCULATION PURPOSES ONLY. 7.91 S.F. R_01 3958.86 S.F. R_02 27.13 S.F. R_03 4.63 S.F. R_05 40.28 S.F. R_04 9.86 S.F. R_06 284.46 S.F. R_07 1511.06 S.F. R_08 349.75 S.F. R_09 61.55 S.F. R_10 17.43 S.F. R_11 7.32 S.F. R_1230.23 S.F. R_13 1 1 9/14/2017 28 Appendix B CERTIFICATION OF LANDSCAPE DESIGN I hereby certify that: (1) I am a professional appropriately licensed in the State of California to provide professional landscape design services. (2) The landscape design and water use calculations for the property located at (provide street address or parcel number(s)) were prepared by me or under my supervision. (3) The landscape design and water use calculations for the identified property comply with the requirements of the City of Water Efficient Landscape Ordinance (Municipal Code Sections ) and the City of Guidelines for Implementation of the City of Water Efficient Landscape Ordinance. (4) The information I have provided in this Certificate of Landscape Design is true and correct and is hereby submitted in compliance with the City of Guidelines for Implementation of the City of Water Efficient Landscape Ordinance. Print Name Date Signature License Number Address Telephone E-mail Address Landscape Design Professional’s Stamp (If applicable)