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Home My WebLink AboutPA2022-0290_20230407_CDP SECOND SUBMITTAL_42x30DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: SHEET LISTCODE INFORMATIONSITE INFORMATIONPROJECT STATISTICSDEFERRED SUBMITTALSPROJECT DESCRIPTION VICINITY MAP SPECIAL INSPECTIONS SHORING & EXCAVATION AGENCIES & SERVICES PROJECT DIRECTORY 13 24 57 68 911 10 BR A N D O N ARCHITECT STRUCTURAL ENGINEER INTERIOR DESIGNER ENERGY CONSULTANT BRANDON ARCHITECTS, INC. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 P: 714.454.4040 WWW.BRANDONARCHITECTS.COM OWNER CIVIL ENGINEER LANDSCAPE DESIGNER MEP CONSULTANT GENERAL CONTRACTOR GEOTECHNICAL ENGINEER SURVEYOR AR C H I T E C T S , I N C . BRANDON ARCHITECTS 3/29/23 TITLE SHEET AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 T-1.0 ANTEPARA RESIDENCE 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 TBD KENNEDY YEAR PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 TBD TBD APEX LAND SURVEYING INC. HUNTINGTON BEACH, CA 92646 P: 714.488.5006 F: 714.333.4440 E: APEXLSINC@GMAIL.COM TOM T. NAGATOSHI & ASSOC. LANDSCAPE ARCHITECTURE 21822 GROVEPARK DRIVE SANTA CLARITA, CA 91350 TBD TBD TBD TBD TBD LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-1 SITE AREA:3,150 S.F. BUILDABLE AREA: 2,204 S.F. TOTAL ALLOWABLE AREA (HOA): 1.7 X 2,204 S.F. = 3,746.8 S.F. TOTAL ALLOWABLE AREA (CITY): 2 X 2,204 S.F. = 4,408 S.F. TOTAL OPEN AREA REQUIRED: .15 X 2,204 S.F. = 330.6 S.F. TOTAL OPEN AREA PROVIDED: 521.75 S.F. > 330.6 S.F. TOTAL LANDSCAPE AREA: 115 S.F. EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ ATTACHED GARAGE TO BE DEMOLISHED EXISTING S.F. = 3,128 S.F. (5 BEDS. & 4 BATHS TTL.) ZONING INFORMATION: FRONT SETBACK: 4 FT. SECOND FRONTAGE SETBACK: 10 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. BUILDABLE AREA: 2,204 S.F. APN: 423 231 02 LOT 70, TRACT NO. 907, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA M.M. 28/25-36 COASTAL CALCULATIONS: 2,204 S.F. X 2 = 4,408 S.F. ALLOWABLE (3,676 S.F. < 4,408 S.F.) THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA IN THE AREA KNOWN AS LIDO ISLAND ON THE NORTH SIDE WATERFRONT ON VIA LIDO NORD. THE LOT IS APPROXIMATELY 35' WIDE AND 90' DEEP, IT IS ZONED AS R-1. THE PROPERTY INCLUDES AN EXISTING SINGLE FAMILY RESIDENCE AND GARAGE TO BE DEMOLISHED. THE CLIENT PROPOSES TO BUILD A NEW 2-STORY SINGLE FAMILY RESIDENCE APPX. 3,738 S.F. INCLUDING APPX. 542 S.F. OF GARAGE TO BE WOOD FRAMED WITH A SLAB ON GRADE FOUNDATION. THE PROJECT WILL BE OF A SOFT CONTEMPORARY DESIGN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN ‘OPEN’FLOOR PLAN AS WELL AS OUTDOOR PATIOS. PARKING WILL BE PROVIDED IN THE FORM OF 2-CAR GARAGE. THE EXTERIOR WILL BE PRIMARILY STUCCO, NATURAL WOOD T&G AND CONCRETE BOARD FORM. THE HOUSE WILL HAVE 4 BEDROOMS AND 4.5 BATHS INCLUDING THE MASTER SUITE AND OFFICE, DINING, GREAT ROOM, LAUNDRY, KITCHEN, AND PANTRY. DIG ALERT:1.800.227.2600 SOUTHERN CALIFORNIA EDISON:1.714.895.0246 SOUTHERN CALIFORNIA GAS:1.800.427.2000 CITY WATER & SEWER:1.949.644.3011 PACIFIC BELL TELEPHONE:1.800.750.2355 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.:1.949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL INFOMATION:1.949.644.3200 ZONING INFORMATION:1.949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL:1.949.644.3275 PERMITS:1.949.644.3288 INSPECTIONS:1.949.644.3255 NEWPORT BEACH FIRE DEPARTMENT:1.949.644.3106 ORANGE COUNTY HEALTH SERVICES:1.714.834.3882 1.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. 2.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 1.REF. STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS BY ENGINEER OF RECORD 2.HERS VERIFCATION REQUIRED, REF. ENERGY CALCULATIONS 1. LANDSCAPE PLAN; BBQ; FIRE PIT; ACCESSORY STRUCTURES, MASONRY OR CONCRETE WALLS/FENCES; RETAINING WALLS OVER 4 FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF WALL; UNDER SEPERATE REVIEWS AND PERMITS (FOR H.O.A. PURPOSES). 2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50dBA (55dBA WITH TIMER, 65dBA WITH TIMER AND NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 4. FIRE SPRINKLERS REQUIRED, CONTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 5. A NOTICE OF INTENT TO DEMOLISH SHALL BE SENT VIA CERTIFIED MAIL TO ADJACENT PROPERTY OWNER(S). SIGNED RETURNED RECEIPT MUST BE PROVIDED TO THE BUILDING DIVISION AT THE TIME OF PERMIT ISSUANCE. DEMOLITION MAY COMMENCE 30 DAYS AFTER THE DATE OF NOTIFICATION PER NEWPORT BEACH MUNICIPAL CODE SECTION 15.02.120. 6. PV SOLAR SYSTEM (MIN. 3.1KW DC) + 7.5 KWH BATTERY SYSTEM PER T-24 7. ELEVATOR NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. C.N.B. NOTE: BRANDON ARCHITECTS, INC. IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 15.02.010) CODES:NBMC (NEWPORT BEACH MUNICIPAL CODE) 2019 CRC, 2019 CFC, 2019 CEC, AND 2019 CMC CALGREEN AND 2019 CAL. ENERGY CODE OCCUPANT LOAD 1 UNIT OCCUPANCY CLASSIFICATION R-3/U OCCUPANCY SEPARATION (GARAGE)1-HR. FLOOR & FLOOR-CEILING N/A. TYPE OF CONSTRUCTION VB -SPRINKLERED FIRE SPRINKLER YES HEIGHT 3 -LEVELS FLOOR AREA REF. 7/T-1.0 ALLOWABLE BLDG. AREA (PER CBC TBL. 503)N/A. BUILDING AREA SHCEDULE NAME AREA FIRST FLOOR 1345 SF SECOND FLOOR 1823 SF 3168 SF GARAGE 510 SF 510 SF GRAND TOTAL 3677 SF BA_LANDSCAPE AREA SCHEDULE NAME AREA COMMENTS PLANTED 137 SF 137 SF GRAND TOTAL 137 SF OUTDOOR AREA SCHEDULE NAME AREA COMMENTS ENTRY COURT 113 SF COVERED ENTRY 28 SF PATIO 157 SF COVERED MASTER BALCONY 84 SF COVERED 2ND FL FRONT 232 SF 614 SF UNCOVERED ENTRY 7 SF 7 SF GRAND TOTAL 621 SF BA_ROOF AREA SCHEDULE NAME AREA COMMENTS SLOPED ROOFS 1700 SF FLAT ROOF 452 SF 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT 2152 SF GRAND TOTAL 2152 SF T-1.0 TITLE SHEET SUR TOPOGRAPHIC SURVEY C1 TITLE SHEET C2 GRADING PLAN C3 EROSION CONTROL PLAN C4 GEOTECHNICAL NOTES C5 GEOTECHNICAL NOTES (CONT'D) L LANDSCAPE PLAN A-0.0 ARCHITECTURAL SITE PLAN A-0.1 SLAB EDGE PLAN A-0.2 GRADE PLANE & AVERAGE CURB HEIGHT EXHIBITS A-0.3 AREA PLANS A-0.4 AREA PLANS A-1.0 3-DIMENSIONAL VIEWS A-2.0 FLOOR PLANS A-2.1 DIMENSION PLANS A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE A-5.0 BUILDING SECTIONS A-5.1 BUILDING SECTIONS A-5.2 BUILDING SECTIONS TOTAL LIVING TOTAL GARAGE TOTAL CNB NOTE: A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AT THE FOLLOWING POINT IN THE CONSTRUCTION PROCESS: A. AFTER ROOF FRAMIING AND INSULALATION OF THE ROOF MATERIAL. MEASURE FROM AVERAGE CURB HEIGHT OF 12.82' NO. REVISION DATE 1. A LICENSED SURVEYOR SHALL COMPLETE A FEMA ELEVATION CERTIFICATE (EC) AND SUBMIT THE EC FOR REVIEW AND APPROVAL FROM THE CITY'S COMMUNITY RATING SYSTEM (CRS) COORDINATOR PRIOR TO REQUESTING FINAL INSPECTION. 2. AN APPROVED (EC) MUST BE SUBMITTED TO THE BUILDING DEPARTMENT INSPECTOR DURING FINAL INSPECTION. \ 3. ALL MECHANICAL, GAS, AND ELECTRICAL EQUIPMENT SERVICING THE BUILDING (INCLUDING DUCTS) MUST BE AT LEAST ONE FOOT ABOVE THE BFE (NAVD88). LOT 70 TRACT 907 M.M. 28/25-36 LOT 71 LOT 69 VI A L I D O N O R D ℄ N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' BASIS OF BEARINGS BENCHMARK INFORMATION BENCHMARK NO: NB3-21-92 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB3-21-92", SET IN THE NORTHWEST CORNER OF A 4 FT. BY 10 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF VIA LIDO NORO AND VIA KORON, 40 FT. WESTERLY OF THE CENTERLINE OF VIA KORON AND 20 FT. SOUTHERLY OF THE CENTERLINE OF VIA LIDO NORO. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 11.912 FEET (NAVD88), YEAR LEVELED 2015 VICINITY MAP GRAPHIC SCALE LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 70 OF TRACT, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 28, PAGE 25-36 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PAUL D. CRAFT, P.L.S. 8516 DATE NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. LICENSE RENEWAL DATE 12/31/20 S T ATE OF CA L I F O R N IA PAUL D O M I NICK C R A FT Exp. 12/31/20 No. 8516PROFESSIONALLAND S U R V E YOR TITLE REPORT/EASEMENT NOTES 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 APN:423-231-02 NO TITLE REPORT PROVIDED. CONCRETE SURFACE 1 1 TO P O G R A P H I C M A P 60 4 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 AP N : 4 2 3 - 2 3 1 - 0 2 LEGEND EXISTING ELEVATION( ) AC ASPHALT PAVEMENT TEMPORARY BENCHMARKTBM BLOCK WALL LC CENTERLINE GM GAS METER FS FL FINISHED SURFACE FLOWLINE SET ON A WATER METER (WM) HU N T I N G T O N B E A C H , C A L I F O R N I A 9 2 6 4 6 PH O N E : ( 7 1 4 ) 4 8 8 - 5 0 0 6 F A X : ( 7 1 4 ) 3 3 3 - 4 4 4 0 A P E X L S I N C @ G M A I L . C O M ELEVATION = 12.83 FEET SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. SURVEYOR'S NOTES FF FINISH FLOOR NG NATURAL GROUND TOP OF CURBTC SEARCHED, FOUND NOTHING; SET NOTHING THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VIA LIDO NORD, BEING N61°00'00"W PER TRACT 907, M/M 28/25-36, RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BFP BACK FLOW PREVENTOR CLM COLUMN EG EDGE OF GUTTER WATER METERWM WOODEN FENCE (WDF) BRICK SURFACE TILE SURFACE TOP OF DECKTD TOP OF STEPTS PLANTER AREAPA 1/14/2020 PR E C I S E G R A D I N G P L A N FO R A N T E P A R A R E S I D E N C E 60 4 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 22056 NO.REVISION DATE SHEET NO. OF 5 2/28/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 2 0 5 6 6 0 4 V i a L i d o N o r d , N B \ D W G \ 2 2 0 5 6 . G R A D I N G . d w g 1 C1 TI T L E S H E E T 1.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2.DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE. 3.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD. 4.WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5.NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6.THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7.PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 8.APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9.CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10.HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11.POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPE AREAS. 12.FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 13.ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC (SDR 35) WITH GLUED JOINTS. 14.NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TO ENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE. GENERAL NOTES CITY OF NEWPORT BEACH, CALIFORNIA COUNTY OF ORANGE C1 TITLE SHEET C2 GRADING PLAN C3 EROSION CONTROL PLAN C4 GEOTECHNICAL NOTES C5 GEOTECHNICAL NOTES (CONTD.) SHEET INDEX 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 APN: 423-231-02 PRECISE GRADING PLAN WILL ROLPH CIVILSCAPES ENGINEERING, INC. 28052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 949.464.8115 WILL@CIVILSCAPES.COM CIVIL ENGINEER 1.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 2.NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHALL BE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND ON THE SITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIR DISCOVERY. 3.EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATES FOR PERMITTING PURPOSES ONLY AND SHALL NOT USED FOR CONSTRUCTION COST ESTIMATES OR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL DEVELOP OWN QUANTITIES FOR BIDDING PURPOSES. 4.A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/OR GEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THE RESPONSIBILITY OF THE DESIGN ENGINEER FOR THIS PLAN. CIVILSCAPES ENGINEERING DOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTER CONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES. 5.ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN AND PER SEPARATE PLAN AND PERMIT. 6.REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS. 7.CONTRACTOR SHALL VERIFY EXISTING ELEVATION, PROTECT ALL EXISTING UTILITIES, AND DOWNSTREAM DRAIN. 8.TOPOGRAPHIC SURVEY SHOWN HEREON FOR REFERENCE PURPOSES ONLY. 9.TOPOGRAPHIC SURVEY PREPARED BY: APEX LAND SURVEYING, INC., 8512 OXLEY CIRCLE, HUNTINGTON BEACH, CA. PHONE: 714-488-5006. 10.VERIFY EXISTING TOPOGRAPHIC ELEVATIONS AND NOTIFY CIVILSCAPES ENGINEERING OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 11.NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL PROTECT UTILITIES OR STRUCTURES FOUND ON THE SITE AND NOTIFY CIVILSCAPES ENGINEERING OF ANY CONFLICTS. 12.EXTERIOR FOUNDATIONS WALLS SHALL COMPLY WITH THE DETAILS AS SHOWN BELOW: 13.PAD ELEVATION IS ASSUMED TO BE BASED ON ARCHITECTURAL FLOOR PLAN WITH AT LEAST 5" THICK CONCRETE AND 4" THICK BASE WITH VAPOR BARRIER PER SOILS REPORT. CONTRACTOR TO VERIFY WITH LATEST APPROVED SOILS REPORT AND STRUCTURAL ENGINEER FOR EXACT SLAB RECOMMENDATIONS. 14.A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF AN OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 15.AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. 16.ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 17.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. 18.EXISTING STREET TREE(S) SHALL BE PROTECTED IN PLACE. 19.REMOVE EXISTING NON-GRASS PARKWAY ELEMENTS BETWEEN SIDEWALK AND CURB. REPLACE WITH SOD TO MATCH EXISTING AS REQUIRED. 20.REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS AND OVER-EXCAVATION REMOVALS AND COMPACTION REQUIREMENTS. 21.PIPE MATERIAL MAY BE SUBSTITUTED IF APPROVED BY ENGINEER. 22.INCLUDE ALL REQUIRED JOINTS AND FITTINGS. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 23.UTILITIES SHALL BE CONSTRUCTED AND INSTALLED PER CALIFORNIA PLUMBING CODE AND CITY PLUMBING CODE. SERVICE LINES AND METER SIZES SHALL BE CONFIRMED BY PLUMBING ENGINEER OR CONTRACTOR PRIOR TO CONSTRUCTION. 24.CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, ASTM D 2321, AND SOILS REPORT. 25. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED. 26.CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 27.ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. NOTES TO OWNER, CONTRACTOR, & ARCHITECT PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 OWNER EARTHWORK QUANTITIES 1.GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2.FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3.ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4.AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5.FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6.ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7.ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8.THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 9.ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 10.THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT. 11.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL. 12.WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 13.THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 14.THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 15.NOTIFICATION OF NONCOMPLIANCE: IF IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. GRADING NOTES 1.ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM PAVED SURFACES. AREAS UPON STARTING OPERATIONS, AND PERIODICALLY THEREAFTER. 2.SEDIMENT CONTROL MEASURES (I.E. GRAVEL BAGS OR EQUIVALENT) SHALL BE IMPLEMENTED AT THE PERIMETER OF ALL DISTURBED SOIL AREAS TO CONTROL RUN-ON AND RUN-OFF. 3.GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN IS IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 4.MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BE USED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATED RUN-OFF FOR TREATMENT AND DISPOSAL. EROSION CONTROL NOTES SITE ADDRESS: 604 VIA LIDO NORD, NEWPORT BEACH APN: 423-231-02 GENERAL PLAN LAND USE: RS-D SINGLE UNIT RESIDENTIAL DETACHED ZONING DISTRICT: R-1 SINGLE-UNIT RESIDENTIAL COSTAL ZONE: YES SITE DATA: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. CC&R'S 1.PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 2.A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER 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. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY. 3.AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6. 4.CONTRACTOR REMOVE ALL EXISTING DECORATIVE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. 5.ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE A MAXIMUM GROWTH CHARACTERISTIC OF 36-INCHES. 6.ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MONNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. PUBLIC WORKS NOTES ARCHITECT BRANDON ARCHITECTS 151 KALMUS DRIVE, SUITE G-1 COSTA MESA,CA 92626 714.754.4040 RAW CUT 28 CUBIC YARDS RAW FILL 38 CUBIC YARDS OVER EXCAVATION 265 CUBIC YARDS SHRINKAGE 5%±13 CUBIC YARDS NET 23 CUBIC YARDS (IMPORT) THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE FOLLOWING SOILS REPORT FOR THIS PROJECT ENTITLED:UPDATE GEOTECHNICAL INVESTIGATION PROJECT No.: 8778-00 DATED: NOVEMBER 6, 2022 FIRM NAME: R McCARTHY CONSULTING, INC. GEOTECHNICAL CERTIFICATION REFER TO GEOTECHNICAL INVESTIGATION FOR ADDITIONAL INFORMATION: R McCARTHY CONSULTING, INC. 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 949.629.2539 SOILS ENGINEER NOTE: SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE GRADING. NO SCALE VICINITY MAP PROJECT SITE604 VIA LIDO NORD APEX LAND SURVEYING, INC. HUNTINGTON BEACH, CA 92646 714,488,5006 APEXLSINC@GMAIL.COM SURVEYOR LOT 71 LOT 69 UP R @0' - 6 5/8"3 R @0' - 7 1/4"16 PROPOSED RESIDENCE TOS=11.51 VI A L I D O N O R D N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' N29°00'00"E 90.00' N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' 11.51TOS11.43FS1"STEP 13.16FF13.04GFF1-1/2"STEP 13.16FF,TOP 11.51TOS,BOTGF F = 1 3 . 0 4 GF F = 1 2 . 8 7 FS = 1 2 . 8 3 TO S = 1 1 . 5 1 FS = 1 1 . 2 6 12.37FS(12.33)FL 12.42FS(12.38)FL 0.83% 9.1% 8.0% 3. 0 ' 18 . 0 ' 3. 0 ' 19.13TW 17.50TW14.68TW19.13TW17.50TW 14.68TW17.50TW (12.85)TW(18.05)TW EXISTING WALL TO REMAIN;PROTECT IN PLACE EXISTING WALL TO REMAIN;PROTECT IN PLACE EXISTING WALL TO REMAIN;PROTECT IN PLACE EXISTING WALL TO REMAIN;PROTECT IN PLACE LINE OFDECK ABOVE LINE OFBUILDING ABOVELINE OFBUILDINGABOVE WATER FEATUREPER ARCH. PLAN FIREPIT 13.01GFF12.88FS1-1/2"STEP 11.43FS,BOT 12.60FG (12.80)FS (12.86)FS 2.0% 2.0% 2.0% 2. 0 % (11.76)TW (11.82)TW TG = 1 0 . 9 8 11.40TG10.08INV 11.40TG9.99INV 11.35FS11.31FG 11.30TG9.84INV 11.17TG9.67INV 11.26FS11.25FG 11.26FS11.26FS,BOT 12.77FS,TOP 2.0% 12.95FL 12.98FS 11.17TG9.86INV 11.26FS 11.08TG10.08INV 11.09TG10.94INV12.74TG10.27INV 1.0%1.0% 12.85FL,HP12.81TG10.42INV 10.98TG 10.98TG 6-1/4" STEPS(3 EACH) 6-5/8" STEPS(3 EACH) 6" STEPS(3 EACH) 2.0% 12.87TG12.41INV 12.72FS,TOP 12.90FS,GB 12.80TG 12.69TG10.17INV 1.0% 12.55TG 13.23TS 13.23TS 13.16TS 13.50TS 13.50TS 13.30TS 2 1 1 1 1 1 1 3 3 2%2%2% 1.0% 4 4 5 5 5 6 7 7 7 7 7 7 8 6" CI WATERMAIN 8" VCP SEWERMAIN 4.0'ESMT 4' WIDE UTILITYEASEMENT EXISTING SEWERLATERAL TO REMAIN 9 11 11 11 11 1111 10 10 10 10 1010 12 12 1313 1313 13 13 1311 11.51TOS11.43FS1"STEP 12.76TS7 12.01TS7 11.32FL,HP 12.76TS7 11.44FL,HP 11.30TG9.91INV11 1.0%1.0% 5 LOT 71 LOT 69 UP R @0' - 6 5/8"3 R @0' - 7 1/4"16 PROPOSED RESIDENCE TOS=11.51 VI A L I D O N O R D N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' N29°00'00"E 90.00' N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' 3. 0 ' 18 . 0 ' 3. 0 ' 11.40TG10.08INV 11.40TG9.99INV 11.30TG9.84INV 11.17TG9.67INV 11.17TG9.86INV 11.08TG10.08INV 11.09TG10.94INV12.74TG10.27INV12.81TG10.42INV 12.87TG12.41INV 12.80TG 12.69TG10.17INV 12.55TG (12.80)TC12.34INV(12.30)FL 9.47INV-IN 9.48INV-INSUMP PUMP S=0.01S=0.01S=0.01 S=0.01 S= 0 . 0 1 6" CI WATERMAIN 8" VCP SEWERMAIN 4.0'ESMTEXISTING SEWERLATERAL TO REMAIN 11 11 11 11 1111 10 10 10 10 1010 12 12 1313 1313 13 13 13 15 14 14 14 1414 16 16 11 52 SFINFILTRATIONTRENCH 17 17 11.30TG9.91INV11 FA C E O F P R O P . B L D G W A L L TOS=11.51 FA C E O F P R O P . B L D G W A L L TOS=11.51 11.17TG 17.50TW P/L EXISTING BUILDING (ADJACENT NEIGHBOR) (13.4)FS 11.37FL P/L (13.2)FS SECTION A-A SCALE: 1"=4' 2.0% EXISTING GROUND EXISTING WALL TO REMAIN; PROTECT IN PLACE REMOVE AND REPLACE EXISTING WALL PER ARCH. PLAN OVER-EXCAVATION LIMITS PER GEOTECHNICAL RECOMMENDATIONS AND TO BE VERFIED IN FIELD BY SOILS ENGINEER 3' M I N . TEMPORARY 1:1 SLOPE TO OVER-EX TEMPORARY 1:1 SLOPE TO OVER-EX 12.76TS CONTRACTOR SHALL REVIEW EXISTING WALL FOOTING CONDITION AND DEPTH PRIOR TO CONSTRUCTION AND REPORT FINDINGS TO ENGINEER FA C E O F P R O P . B L D G W A L L TOS=11.51 P/L 11.26FS 10.98TG (11.82)TW 2.0% SECTION B-B SCALE: 1"=4' EXISTING GROUND EXISTING WALL TO REMAIN; PROTECT IN PLACE PROPOSED RAILING PER ARCH. PLAN OVER-EXCAVATION LIMITS PER GEOTECHNICAL RECOMMENDATIONS AND TO BE VERFIED IN FIELD BY SOILS ENGINEER 3' M I N . TEMPORARY 1:1 SLOPE TO OVER-EX FA C E O F P R O P . B L D G W A L L FF=13.16 12.87GFF12.83FS 13.04GFF12.40FS(12.36)FL P/L 0.83%8.5% ESMT 4.0' EXISTING GROUND SECTION C-C SCALE: 1"=4' OVER-EXCAVATION LIMITS PER GEOTECHNICAL RECOMMENDATIONS AND TO BE VERFIED IN FIELD BY SOILS ENGINEER 3' M I N . TEMPORARY 1:1 SLOPE TO OVER-EX 2 C2 GR A D I N G P L A N PR E C I S E G R A D I N G P L A N FO R A N T E P A R A R E S I D E N C E 60 4 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 22056 NO.REVISION DATE SHEET NO. OF 5 2/28/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 2 0 5 6 6 0 4 V i a L i d o N o r d , N B \ D W G \ 2 2 0 5 6 . G R A D I N G . d w g CONSTRUCTION NOTES HARDSCAPE PER ARCHITECT'S PLAN. DRIVEWAY PER ARCHITECT'S PLAN. PLANTER AREA PER ARCHITECT'S PLAN. WALL OR FENCE PER ARCHITECT'S PLAN. CONSTRUCT FLOWLINE PER DETAIL HEREON. RECONSTRUCT DRIVEWAY APRON PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 162. CONSTRUCT CONCRETE STEMWALL PER STRUCTURAL PLANS AND DETAIL ON SHEET C3. IF EXISTING METER IS SUBSTANDARD, REMOVE AND REINSTALL 1-INCH WATER METER PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 502. PROTECT SERVICE LINE FROM METER TO WATER MAIN. METER AND SERVICE SIZE SHALL BE CONFIRMED BY MEP CONSULTANT. FIELD VERIFY LOCATION AND CONDITION OF EXISTING SEWER LATERAL TO SATISFACTION OF CITY ENGINEER. REMOVE EXISTING CLEANOUT AND PROVIDE NEW SEWER CLEANOUT WITH TRAFFIC RATED BOX PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 406. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL HEREON. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL HEREON. 4-INCH WIDE NDS TRENCH DRAIN W/ LIGHT GREY GRATE. CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL HEREON. FURNISH & INSTALL 4-INCH SDR-35 PVC STORM DRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIRED JOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILS REPORT. CONSTRUCT SIDEWALK & PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 184. 1-1/2 INCH DIA. FORCEMAIN; CONNECT TO PUMP DISCHARGE. CONSTRUCT PERFORATED DRAIN PIPE AND INFILTRATION TRENCH PER DETAIL ON SHEET C3; TOTAL LENGTH = 26 FT. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 3-INCH PVC DOWNSPOUT DRAIN PIPE PER STORM DRAIN PLAN 4-INCH ELBOW 1/4 BEND 4-INCH PVC RISER WITH DOWNSPOUT INSIDE RISER PIPE CLAMPS AROUND RISER PIPE (TYP) PROP. BUILDING WALL DOWNSPOUT CONNECTION DETAIL NO SCALE13 FL PERPLAN 2% MIN.2% MIN. FLOWLINE DETAIL NO SCALE5 NDS SPEE-D BASIN DETAIL NO SCALE1110 2% MIN 3/4" CRUSHED ROCK OR APPROVED EQUAL (REVIEW GEOTECHNICAL RECOMMENDATIONS IN THE SOILS REPORT TO VERIFY) DRAIN PIPE PER PLAN COMPACTED BACKFILL PER GEOTECHNICAL RECOMMENDATIONS COMPACTED BEDDING PER GEOTECHNICAL RECOMMENDATIONS NATIVE OR RE-COMPACTED SUBGRADE 4" MIN 4" MIN 4" M I N NDS #101 OR #201 SPEE-D BASIN OR APPROVED EQUAL NDS #66 - 6" DRAIN RISER PIPE (LENGTH AS REQUIRED) OR APPROVED EQUAL VA R I E S 2% MIN NDS ATRIUM OR FLAT GRATE TG ELEV PER PLAN INV ELEV PER PLAN SLOPE PER PLAN TOP OF WALL FINISHED SURFACE FLOW LINE FINISHED GRADE GRADE BREAK HIGH POINT LEGEND INVERT TOP OF GRATE FINISHED FLOOR ELEVATION TW FS FL FG GB HP INV TG FF TOP OF COPING OR TOP OF CURBTC GARAGE FINISHED FLOORGFF EXISTING GRADEEG EXISTING SPOT ELEVATION( ) TOP OF RETAINING WALLTRW TOP OF SLOPETOP TOP OF RAILINGTR TOP OF STEMWALLTS HARDSCAPE PER ARCH. PLAN NATURAL GRADENG PROPERTY LINE AND LIMIT-OF-WORK OR EXISTING ELEVATION; CONTRACTOR SHALL FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO CIVILSCAPES ENGINEERING102.6 (102.6) PROPOSED WALL BUILDING STEMWALL 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. *** ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. **** *** **** 1.CONTRACTOR SHALL USE 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. 2.CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ AND FOR SHORING AND/OR UNDERPINNING. 3.CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING. TRENCH AND EXCAVATION NOTE GRADING PLAN SCALE: 1" = 8' STORM DRAIN PLAN SCALE: 1" = 8' TOP OF SLABTOS LOT 71 LOT 69 UP R @0' - 6 5/8"3 R @0' - 7 1/4"16 PROPOSED RESIDENCE TOS=11.51 VI A L I D O N O R D N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' N29°00'00"E 90.00' N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' 3. 0 ' 18 . 0 ' 3. 0 ' 4.0'ESMT 3 C3 ER O S I O N C O N T R O L P L A N PR E C I S E G R A D I N G P L A N FO R A N T E P A R A R E S I D E N C E 60 4 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 22056 NO.REVISION DATE SHEET NO. OF 5 2/28/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 2 0 5 6 6 0 4 V i a L i d o N o r d , N B \ D W G \ 2 2 0 5 6 . G R A D I N G . d w g LANDSCAPING OR PAVERS 3" COVER MINIMUM 4" DIA. PERFORATED PVC DRAIN PIPE W/ PERFORATIONS AT BOTTOM 3/4" CRUSHED ROCK WRAP SIDES AND BOTTOM OF TRENCH WITH FILTER FABRIC; PROVIDE 4" MINIMUM OVERLAP AT TOP OF TRENCH PERFORATED DRAIN PIPE AND TRENCH NO SCALE17 1.CONTRACTOR SHALL PROVIDE ONSITE CONCRETE WASHOUT FACILITY AND COMPLY WITH CASQA BMP WM-8. 2.ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 3.SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 3.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. NOTES: GRAVEL BAG DETAIL NO SCALEA EROSION CONTROL CONSTRUCTION NOTES INSTALL GRAVEL BAG BARRIER PER CASQA SE-8 AND SE-6 INLET PROTECTION PER DETAIL HEREON A B AREA DRAIN INLET PROJECTION NO SCALE B A AABB B B B B B BBBBB STEMWALL/ADJACENT GRADE DETAIL NO SCALE7 FINISHED SURFACE FINISHED FLOOR FINISHED GRADE FINISHED FLOOR *VERTICAL DISTANCE MAY BE REDUCED PROVIDED THAT WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON EXTERIOR FOUNDATION WALLS ARE MADE OF NATURAL DURABLE OR PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH 2019 CALIFORNIA BUILDING CODE SECTION 2301.11 AND UPWA U1. ** **CONSTRUCT STEM WALL AS NECESSARY TO PROVIDE MINIMUM SEPARATION DISTANCE BETWEEN WOOD SHEATHING AND SURFACE PER CBC SECTION 2301.11 ** ***MINIMUM GRADE AWAY FROM FOUNDATION SHALL BE PER CALIFORNIA BUILDING CODE SECTION 1804.3. CONTRACTOR SHALL NOTIFY CIVILSCAPES ENGINEERING IF THERE ARE ANY CONFLICTS ****** 4 C4 GE O T E C H N I C A L N O T E S PR E C I S E G R A D I N G P L A N FO R A N T E P A R A R E S I D E N C E 60 4 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 22056 NO.REVISION DATE SHEET NO. OF 5 2/28/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 2 0 5 6 6 0 4 V i a L i d o N o r d , N B \ D W G \ 2 2 0 5 6 . G R A D I N G . d w g 5 C5 GE O T E C H N I C A L N O T E S ( C O N T D . ) PR E C I S E G R A D I N G P L A N FO R A N T E P A R A R E S I D E N C E 60 4 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 22056 NO.REVISION DATE SHEET NO. OF 5 2/28/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 2 0 5 6 6 0 4 V i a L i d o N o r d , N B \ D W G \ 2 2 0 5 6 . G R A D I N G . d w g UP F.Y.S.B. 4' - 0" VI A L I D O N O R D EXISTING BUILDING (NOT A PART) EXISTING BUILDING (NOT A PART) CENTERLINE OF STREET 22' - 6" F.O.F. 4' - 0" 4' - 2" F. O . F . 8' - 0 " 8' - 2 " F. O . F . 4' - 0 " 4.0 8 F. O . F . 3' - 0 " 3' - 1 " F. O . F . 2' - 0 " 2' - 2 " F. O . F . 3' - 0 " 3' - 1 " F.O.F. 15' - 0" 15' - 1" F. O . F . 3' - 0 " 3' - 1 " S. Y . S . B . 3' - 0 " F.Y.S.B. 10' - 0" S. Y . S . B . 3' - 0 " (E.) DOCK NE W P O R T H A R B O R 3' - 0 " DR I V E W A Y W I D T H 18 ' - 0 " 3' - 0 " PLANTED AREA PLANTED AREA DN. DN. PLANTED AREA PLANTED AREA CL R . 22 ' - 5 1 / 4 " UP 11.51' T.O.S. 13.16' T.O.S.11.51' T.O.S. 2-CAR GARAGE POWDER BEDROOM #1 BATH #1 FOYER GREAT ROOM DININGKITCHEN PANTRYSTAIRS 1% SLOPE LOT 70 TRACT 907 M.M. 28/25-36 NEW TWO-STORY SINGLE FAMILY RESIDENCE N6 1 ° 0 0 ' 0 0 " W 35 . 0 0 ' N6 1 ° 0 0 ' 0 0 " W 35 . 0 0 ' N29°00'00"E 90.00' N29°00'00"E 90.00' 4' - 1 1 / 4 " 3' - 1 1 3 / 4 " 9' - 9 7 / 8 " 2' - 7 3 / 4 " 3' - 0 1 / 8 " PATIO ENTRY 1 1 1 1 2 2 3 3 4 5 6 7 8 9 10 10 1010 10 11 12 12 13 13 14 14PLANTED AREA PLANTED AREA 15 WATER FEATURE 16 8 17 17 17 19.13' T.O.W.17.50' T.O.W.14.68' T.O.W. 15.01' T.R. 15.01' T.R. 14.68' T.O.W.17.50' T.O.W. 17.50' T.O.W. 17.50' T.O.W.18 WATER FEATURE NOTE: A. NOT TO EXCEED 36" B. SOUND ATTUNUATION CALCUALTION MUST BE PROVIDED AT INSULLATION NO TO EXCEED 50dB BBQ NOT TO EXCEED 42" FROM F.F. 19 19 NOTE: GATE AND FENCE MUST BE A MINIMUM OF 60% OPEN TO VIEW 9 20 21 UTILITY EASEMENT 4' - 0" 22 WIDTH OF FIREPLACE (MAX. 8') 7' - 0" TOP OF (E.) BULKHEAD 9.61', NAVD88. THE BULKHEAD WILL BE RAISED TO 11.00, NAVD88 TRASH AREA EASEMENT 50' MISCELLANEOUS 11.00' T.O.B. 11.00' T.O.B. 42" MAX. HT. ABOVE (E) GRADE 42" MAX. HT. ABOVE (E) GRADE ROOM TAGROOM NAME ? 1 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG PROPERTY LINE TAG90 00' 00"20.00'N E FIREPIT -AS SELECTED TO BE LISTED AND APPROVED, VERIFY W/. OWNER –PROVIDE POWER AND GAS AS REQUIRED –INSTALL AND MAINTAIN CLEARANCES PER MFGR. AND SECTION 308 OF CFC RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CMC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW -MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2”DIA. PIPE & TYP. 3”DIA. PIPE) –SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE UP EXT. STAIRS -MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) -REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVIL AND LANDSCAPE DWGS DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. -CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. GENERAL NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). C.N.B. 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 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. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. 4. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING OR ADDITIONS TO AN EXISTING BUILDING EXCEEDING 50% OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. (NBMC 12.32.015) 5. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 6. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. LANDSCAPE NOTES: 1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLANS, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS AND MATERIALS. POOL& SPA : 1. PROVIDE AN ALARM FOR DOORS AND WINDOWS WITH SILL HEIGHTS LESS THAN 60-INCHES ABV.F.F. OF THE DWELLING THAT FORMS A PART OF THE POOL ENCLOSURE. THE ALARM SHALL BE LISTED AS A WATER HAZARD ENTRANCE ALARM IN ACCORDANCE WITH UL 2017. THE DEACTIVATION SWITCH SHALL BE AT LEAST 60" ABOVE THE FLOOR IF THE RESIDENCE IS NOT REQUIRED TO BE ACCESSIBLE. (CBC 3109 & ISPSC 305.4) 2. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED WITH SUCTION ANTIENTRAPMENT GRATE IN ACCORDANCE WITH ANSI/APSP-16 PER CBC 3109 SECTION (B) OF 115928. SUCTION ENTRAPMENT AVOIDANCE FOR POOL AND SPA SHALL BE PROVIDED IN ACCORDANCE WITH APSP-7 PER ISPSC SECTION 310. 3. PROVIDE POWER SAFETY COVER IN COMPLIANCE WITH ASTM F1346-91 FOR POOL & SPA (CBC 3109 SECTION (3) OF 115922 & ISPSC 305). 4. POOL ENCLOSURE FENCE SHALL BE 60-INCHES MIN. ABV. FS/NG MEASURED ON THE SIDE THAT FACES AWAY FROM SWIMMING POOL W/. MAX VERTICAL CLEARANCE OF 2-INCHES BETWEEN FS/NG AND BOTTOM OF THE FENCE/BARRIER MEASURED ON THE SIDE OF FENCE THAT FACES AWAY FROM SWIMMING POOL. OPENING, GAP, AND VOID IN ENCLOSURE FENCE OR GATE SHALL NOT ALLOW THE PASSAGE OF 4-INCHES DIAMETER SPHERE OR LARGER. OUTSIDE SURFACE (FACING AWAY FROM SWIMMING POOL) OF THE POOL ENCLOSURE INCLUDING THE GATE TO BE FREE OF PROTRUSIONS, CAVITIES, OR OTHER PHYSICAL CHARACTERISTICS THAT WOULD SERVE AS HANDHOLDS OR FOOTHOLDS WHICH COULD ENABLE A CHILD FIVE YEARS OLD OR YOUNGER TO CLIMB OVER. ANY ACCESS GATES THROUGH THE ENCLOSURE OPEN AWAY FROM THE SWIMMING POOL, AND ARE SELF-CLOSING WITH A SELF-LATCHING DEVICE PLACED NO LOWER THAN 60 INCHES ABOVE THE GROUND(CBC 3109 & ISPSC 305) DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: SITE PLAN NOTESA ANNOTATION LEGENDB KEYNOTESC BRANDON ARCHITECTS 3/29/23 ARCHITECTURAL SITE PLAN AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-0.0 TBD KENNEDY YEAR PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ARCHITECTURAL SITE PLAN 1 PROPERTY LINE - REF. SURVEY 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 CURB 5 GUTTER 6 CENTERLINE OF STREET - REF. SURVEY 7 (E.) CABLE TV JUNCTION BOX - REF. SURVEY 8 (E.) WATER METER LOCATION - REF. SURVEY & CIVIL DWGS. 9 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE), WILL BE A MINIMUM OF 60% OPEN TO VIEW 10 (N.) HARDSCAPE - STONE PAVERS (AS SELECTED), REF. LAND. & CIVIL DWGS. 11 FIREPIT - PROVIDE GAS STUB-OUT & POWER AS REQ'D., REF. LAND. DWGS., VERIFY W/. OWNER 12 (E.) PROPERTY LINE WALL - PROTECT IN PLACE - REF. SURVEY, CIVIL AND LAND. DWGS 13 (N.) PROPERTY LINE WALL - PLASTER FINISH TO MATCH (MAX. 6' ABV. N.G.) 14 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 1/AD-1.0 15 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 16 (E.) GAS METER LOCATION TO BE RELCOATED - REF. SURVEY & CIVIL DWGS. 17 OUTLINE OF EXISTING STRUCTURE - TO BE REMOVED - REF. SURVEY 18 (N.) CMU LANDSCAPE COLUMN, REF. LANDSCAPE & CIVIL DWGS. 19 EXTERIOR GLASS HANDRAIL, 34" - 38" ABV. NOSING (36" TYP. U.N.O.), REF. DTL. 2 & 4/AD-1.0 20 STRUCT. STEEL COLUMN PER STRUCT. - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. 21 (N.) DRIVEWAY PAVERS - REF. LAND. & CIVIL DWGS., SLOPE PER CIVIL 22 UTILITY EASEMENT SETBACK NO. REVISION DATE 11.63' F.F. PANTRY POWDER STAIRS HALLWAY BATH #1 BEDROOM #1 FOYER GREAT ROOM DININGKITCHEN 2-CAR GARAGE WINE 1% SLOPE 11.63' F.F. 13.29' F.F. 4 3/4"21' - 0 3/4"18' - 8"6' - 2"8' - 2 3/4"6' - 8"8' - 10 1/2" 3' - 1 " 23 ' - 9 1 / 4 " 8' - 1 3 / 4 " 23 ' - 9 1 / 4 " 4' - 4"70' - 7"15' - 1" 4 3/4"16' - 4 5/8"3' - 0"11' - 0 7/8"15' - 8 1/2"7' - 10 1/2"16' - 1 3/4" 4' - 1 " 4' - 0 3 / 4 " CU R B 8" 7' - 3 5 / 8 " 15 ' - 1 5 / 8 " CU R B 8" 3' - 1 " 11 " 6' - 4 5 / 8 " 5' - 8 7 / 8 " 8' - 5 7 / 8 " 8' - 2 5 / 8 " 6' - 2 3/8"7' - 0 1/8"5' - 10 1/2" 25' - 9 1/2"6 5/8"5' - 0"6 1/8" 11.63' F.F.16 ' - 8 1 / 2 " 6' - 5 " 3' - 1 0 3 / 4 " 1' - 9 7 / 8 " 5 1 / 2 " 10 ' - 9 " 7' - 4 1 / 4 " 4' - 9 1 / 4 " 4' - 6 " 3' - 1 " 28 ' - 1 0 " 3' - 1 " 4 1 / 8 " 25 ' - 1 0 " 5 5 / 8 " 11 1 / 4 " 1' - 3 " 13.83' T.O.C. 13.83' T.O.C. 13.83' T.O.C. 13.83' T.O.C. 13.83' T.O.C.13.83' T.O.C. 12.80' 6" C u r b 6" C u r b CU R B 6" ROOM TAGROOM NAME ? 1 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG STRUCTURAL STEEL COLUMN -PER STRUCT., REF. STRUCT. DWGS. -PAINT AND SEAL AS REQUIRED -ARCH. TO APPV. PAINT COLOR FOR EXPOSED STEEL COLUMNS WALL FRAMING -REF. A-2.0 DIMENSION PLANS FOR SIZING AND DIMENSIONS CONCRETE WALL -12" REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRUCT. DWGS. -FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPROOFING AND DRAINAGE AS REQUIRED PER SECTION R406.1 & R406.2. REF/ SOILS REPORT, WATERPROOFING & DAMPROOFING NOTES ON SHEET T-1.1 - EXPOSED SURFACES TO HAVE TROWELED SMOOTH FINISH WITH A LIGHT GRAY COLOR, PROVIDE SAMPLE FOR ARCH. APPROVAL STRUCTURAL WOOD POST/COLUMN -PER STRUCT., REF. STRUCT. DWGS. -PAINT, STAIN AND SEAL AS REQUIRED -ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH. APPROVAL SLAB/FRAMING DEPRESSION -SEE STRUCT. DWGS. FOR THE RECESSION DETAILS -FOR RECESSION SPECIFIC TO EQUIPMENT OR ASSEMBLY VERIFY THE REQUIRED RECESSION W/. MFGR. OR FABRICATOR -SHOWER RECESSION TO BE VERIFIED W/. I.D. VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW -MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2”DIA. PIPE & TYP. 3”DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE NOTE: GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR TO REVIEW AND APPROVE ALL FINAL SHOP DRAWINGS PRIOR TO FABRICATION & POURING. ARCHITECT & STRUCTURAL ENGINEER TO REVIEW SHOP DWGS. FOR DESIGN CONFORMITY TO THE CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION & POURING. DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" -CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. WATERPROOFING AND DAMPPROOFING NOTES: R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE-EIGHTH-INCH (3.2 MM) COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY.CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. TWO-PLY HOT-MOPPED FELTS. 2. FIFTY-FIVE-POUND (25 KG) ROLL ROOFING. 3. SIX-MIL (0.15 MM) POLYVINYL CHLORIDE. 4. SIX-MIL (0.15 MM) POLYETHYLENE. 5. FORTY-MIL (1 MM) POLYMER-MODIFIED ASPHALT. 6. SIXTY-MIL (1.5 MM) FLEXIBLE POLYMER CEMENT. 7. ONE-EIGHTH-INCH (3 MM) CEMENT-BASED, FIBER-REINFORCED, WATERPROOF COATING. 8. SIXTY-MIL (1.5 MM) SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. EXCEPTION: ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD-SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F (93°C). SLAB ON GRADE NOTE: PROVIDE BASE PER R506.2.2 AND VAPOR RETARDER PER R506.2.3 W/. CAPILLARY BREAK DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS ANNOTATION LEGENDB SLAB EDGE NOTESA KEYNOTE LEGENDC 3/29/23 SLAB EDGE PLAN AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-0.1 TBD KENNEDY YEAR 1/4" = 1'-0"1 SLAB EDGE PLAN NO. REVISION DATE (12.48) FS (12.80) FS (13.84)TS (13.14)FS (13.52) NG(13.82) FS (13.25) NG (13.33) NG (12.93) FS (13.06) NG (13.27) FS (13.45) FS (13.41) FS (13.46) FS (13.51) FS (14.55)TW (13.30)FS (14.52)TW (14.22)NG LOT 71 LOT 69 N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' (12.97) FS (12.97) FS (13.40) FS (37.11) RIDGE (12.86)TC (12.39)FL (12.79)TC (12.36)FL (12.80)TC (12.32)FL (12.81)TC (12.35)FL (11.82)TW (9.82)FS (12.85)TW (9.78)FS (11.76)TW (9.80)FS (18.01)TW (12.09)FS (12.94) FS (13.84) FS (31.04) CHIMNEY TOP (11.75)FS (11.41)TS (11.41) FS (11.52) FS (11.58) FS (11.81) FS (33.74) RIDGE (12.38) EG (12.44) EG (12.46) EG (12.36) FL (12.44) EG (12.79)TC (12.29)FL (1 5 . 9 5 ) T W (1 0 . 0 4 ) F S (11.69)TW (9.79)FS (10.00) FS (10.18) FS (12.61) NG (9.84) FS (9.61) TD (12.97) FS (1 3 . 0 6 ) TS (12.83) WM (12.50) TC 0" (12.53) EG (12.46) TC 0" (11.41)FS (11.29)TS (1 0 .0 9 )F S (9.92) FS (9 . 8 6 ) FS (9.94) FS (12.72) FS EXISTING BUILDING 12" PALM 12" PALMPROPERTY LINE PROPERTY LINE PROPERTY LINE BBQ PA CATV PA PA WM CURB & GUTTER DECK 6' TALL WALLCLM STEPS 2' TALL WALL 2' TALL WALL WOOD GATE PA UP UP UP (12.48) FS (12.80) FS (13.84)TS (13.14)FS (13.52) NG(13.82) FS (13.25) NG (13.33) NG (12.93) FS (13.06) NG (13.27) FS (13.45) FS (13.41) FS (13.46) FS (13.51) FS (14.55)TW (13.30)FS (14.52)TW (14.22)NG LOT 71 LOT 69 VI A L I D O N O R D ℄ N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' (12.97) FS (12.97) FS (13.40) FS (37.11) RIDGE (12.86)TC (12.39)FL (12.79)TC (12.36)FL (12.80)TC (12.32)FL (12.81)TC (12.35)FL (11.82)TW (9.82)FS (12.85)TW (9.78)FS (11.76)TW (9.80)FS (12.94) FS (13.84) FS (31.04) CHIMNEY TOP (13.15) AC (13.17) AC (13.32) AC (13.09) AC (36.15) RIDGE (33.74) RIDGE (12.38) EG (12.44) EG (12.46) EG (12.36) FL (12.44) EG (12.62)TC 0" (12.44)FL (12.79)TC (12.29)FL (12.61) NG (9.61) TD (12.83) WM (12.50) TC 0" (12.53) EG (12.46) TC 0" (12.72) FS EXISTING BUILDING EXISTING BUILDING PROPERTY LINE PROPERTY LINE PA CATV WM CURB & GUTTER DECK 6' TALL WALLCLM STEPS 2' TALL WALL 2' TALL WALL PA UP UP UP POINT #4 12.97 FS POINT #3 12.97 FS POINT #2 10.09 FS POINT #1 10.09 FS GRADE PLANE DETERMINATION POINT #1 12.97 FS POINT #2 12.97 FS POINT #3 13.21 FS POINT #4 12.60 FS GRADE PLANE = 51.75/4 = 12.94 AVERAGE SLOPE = 12.97' -12.60' /81.34' = 0.4 % POINT #1 12.97 FS POINT #2 12.97 FFG POINT #3 13.21 INT. BETWEEN 13.30 FS OF THE ADJACENT LOT AT WEST AND 12.48 OF THE ADJACENT LOT AT EAST POINT #4 12.60 INT. BETWEEN 13.30 FS OF THE ADJACENT LOT AT WEST AND 12.48 OF THE ADJACENT LOT AT EAST 81.34' AVERAGE TOP OF CURB: 12.86 T.C. 12.79 T.C. 25.65/2 = 12.82 AVG. T.C. 12.79 T.C. 12.86 T.C. DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 3/29/23 GRADE PLANE & AVERAGE CURB HEIGHT EXHIBITS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-0.2 TBD KENNEDY YEAR 3/16" = 1'-0"1 GRADE PLANE EXHIBIT 3/16" = 1'-0"2 AVERAGE CURB HEIGHT EXHIBIT NO. REVISION DATE UP A B 20.96 23 . 6 7C D E 8.52 27 . 3 8G 9.27 27 . 8 3H 6.17 23 . 3 3I 23.88 28 . 8 3J K F L 6.17 4.5 01 UP UP A 16.19 22 . 2 8B C 8.02 28 . 3 8D 5.93 28 . 8 3E 9.51 27 . 8 3F 24.38 18 . 9 0G 24.29 9.9 3H 3.38 8.5 9I J UP UP 31.65 26 . 0 0A 17.49 5.0 0D 13.73 5.4 2C 7.34 3.6 7E 7.62 10 . 4 2F 8.38 5.0 8H G 15.46 7.6 2I 7.62 23 . 3 8J 5.35 8.4 2B 29.22 7.6 2K 3.00 9.2 01 29.22 12 . 9 72 16.22 2.8 03 24.07 10 . 9 1AA 7.80 7.7 0BB 3.77 6.0 4CC 5.35 6.3 3DD 3.00 13 . 1 5EE 9.55 20 . 3 6FF 23.11 22 . 6 5FF UP UP UP 1345 SF FIRST FLOOR 510 SF GARAGE 113 SF ENTRY COURT 28 SF COVERED ENTRY 157 SF PATIO 0.71 3.0 8 0.71 3. 0 8 16 . 6 3 11 . 1 3 0. 3 8 0.83 0.50 0.9 2 6.67 7 SF UNCOVERED ENTRY 1823 SF SECOND FLOOR 84 SF MASTER BALCONY 232 SF 2ND FL FRONT 5' - 5 1 / 4 " 1.38 1.38 16 . 1 9 28 . 7 5 6.67 0.9 2 WATER FEATURE BBQ 33 SF PLANTED 10 SF PLANTED 78 SF PLANTED 5 SF PLANTED 12 SF PLANTED 5' - 0" 1700 SF SLOPED ROOFS 452 SF FLAT ROOF 1.29 2. 5 4 A B 5' - 2 " 21' - 9 1/2"19' - 2 1/2" 1' - 1 " OPEN AREA @ FRONT A 21' -9 1/2" X 5' -2" = 112.59 S.F. B 19' -2 1/2" X 1' -1" = 20.81 S.F. 1ST FLOOR TOTAL OPEN @ FRONT = 133.4 S.F. A B C 13 ' - 1 1 / 4 " 6' - 1 1 / 8 " 6' - 6 5 / 8 " 3' - 0 " 29 ' - 0 " 3' - 0 " 21' - 9 1/2" 5' - 6 1/4" 4' - 1 3/4" OPEN AREA @ FRONT A 13' -1 1/4" X 4' -1 3/4" = 54.33 S.F. B 6' -1 1/8" X 5' -6 1/4" = 33.13 S.F. C 21' -9 1/2" X 6' -6 5/8" = 142.78 S.F. 2ND FLOOR TOTAL OPEN @ FRONT = 230.24 S.F. 5' - 0" DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 3/29/23 AREA PLANS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-0.3 TBD KENNEDY YEAR 1/8" = 1'-0"2 FIRST FLOOR AREA 1/8" = 1'-0"3 SECOND FLOOR AREA 1/8" = 1'-0"1 LANDSCAPE AREA PLAN 1/8" = 1'-0"4 ROOF AREA PLAN LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-1 SITE AREA:3,150 S.F. BUILDABLE AREA: 2,204 S.F. TOTAL ALLOWABLE AREA (HOA): 1.7 X 2,204 S.F. = 3,746.8 S.F. TOTAL ALLOWABLE AREA (CITY): 2 X 2,204 S.F. = 4,408 S.F. TOTAL OPEN AREA REQUIRED: .15 X 2,204 S.F. = 330.6 S.F. TOTAL OPEN AREA PROVIDED: 521.75 S.F. > 330.6 S.F. TOTAL LANDSCAPE AREA: 115 S.F. EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ ATTACHED GARAGE TO BE DEMOLISHED EXISTING S.F. = 3,128 S.F. (5 BEDS. & 4 BATHS TTL.) ZONING INFORMATION: FRONT SETBACK: 4 FT. SECOND FRONTAGE SETBACK: 10 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. BUILDABLE AREA: 2,204 S.F. APN: 423 231 02 LOT 70, TRACT NO. 907, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA M.M. 28/25-36 COASTAL CALCULATIONS: 2,204 S.F. X 2 = 4,408 S.F. ALLOWABLE (3,676 S.F. < 4,408 S.F.) BUILDING AREA SCHEDULE LEVEL AREA COMMENTS FIRST FLOOR 1345 SF SECOND FLOOR 1823 SF 3168 SF GARAGE 510 SF 510 SF GRAND TOTAL 3677 SF LANDSCAPE AREA SCHEDULE NAME AREA COMMENTS PLANTED 137 SF Grand total 137 SF TOTAL LIVING TOTAL GARAGE GRAND TOTAL GRAND TOTAL ≤500 S.F. ROOF AREA SCHEDULE NAME AREA COMMENTS SLOPED ROOFS 1700 SF FLAT ROOF 452 SF 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT Grand total 2152 SF A SITE INFORMATION GRAND TOTAL 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT B PROJECT STATISTICS 1/8" = 1'-0"5 1ST FLOOR HOA OPEN AREA @ FRONT 1/8" = 1'-0"6 2ND FLOOR OPEN AREA @ FRONT NO. REVISION DATE ROOF CALCULATIONS LEVEL AREA SYMBOL WIDTH LENGTH AREA FLAT ROOF 1 3.00 9.20 27.59 SF FLAT ROOF 2 29.22 12.97 378.82 SF FLAT ROOF 3 16.22 2.80 45.42 SF 451.84 SF SLOPED ROOF A 31.65 26.00 822.79 SF SLOPED ROOF D 17.49 5.00 87.45 SF SLOPED ROOF C 13.73 5.42 74.37 SF SLOPED ROOF E 7.34 3.67 26.93 SF SLOPED ROOF F 7.62 10.42 79.34 SF SLOPED ROOF H 8.38 5.08 42.51 SF SLOPED ROOF G 1.29 2.54 3.29 SF SLOPED ROOF I 15.46 7.62 117.80 SF SLOPED ROOF J 7.62 23.38 178.11 SF SLOPED ROOF B 5.35 8.42 45.06 SF SLOPED ROOF K 29.22 7.62 222.54 SF 1700.19 SF TOTAL ROOF AREA ROOF AREA ABOVE 22' ROOF AREA ABOVE 22' (MAX. FLAT) LEVEL AREA SYMBOL WIDTH LENGTH AREA ROOF AREA ABOVE 22' (MAX FLAT) AA 24.07 10.91 262.67 SF ROOF AREA ABOVE 22' (MAX FLAT) BB 7.80 7.70 60.09 SF ROOF AREA ABOVE 22' (MAX FLAT) CC 3.77 6.04 22.80 SF ROOF AREA ABOVE 22' (MAX FLAT) DD 5.35 6.33 33.88 SF ROOF AREA ABOVE 22' (MAX FLAT) EE 3.00 13.15 39.46 SF ROOF AREA ABOVE 22' (MAX FLAT) FF 9.55 20.36 194.47 SF ROOF AREA ABOVE 22' (MAX FLAT) FF 23.11 22.65 523.43 SF 1136.80 SF ROOF AREA ABOVE 22' = 1136.80 SF ROOF AREA BELOW 22' ROOF AREA = 1700.19 SF TOTAL ROOF AREA = 2836.99 SF ALLOWABLE ROOF AREA ABOVE 22' (50%) = 2836.99 SF/2 = 1,418.49 SF ALLOWABLE ROOF AREA ABOVE 22' (50%) = 1,136.80 SF < 1,418.49 SF 21.71 5.0 0A 5.00 29 . 0 0C 6.00 5.5 8B 5.52 6.0 9D 21.71 6.4 7E 5.00 18 . 8 6F DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 3/29/23 AREA PLANS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-0.4 TBD KENNEDY YEAR NO. REVISION DATE LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-1 SITE AREA:3,150 S.F. BUILDABLE AREA: 2,204 S.F. TOTAL ALLOWABLE AREA (HOA): 1.7 X 2,204 S.F. = 3,746.8 S.F. TOTAL ALLOWABLE AREA (CITY): 2 X 2,204 S.F. = 4,408 S.F. TOTAL OPEN AREA REQUIRED: .15 X 2,204 S.F. = 330.6 S.F. TOTAL OPEN AREA PROVIDED: 521.75 S.F. > 330.6 S.F. TOTAL LANDSCAPE AREA: 115 S.F. EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ ATTACHED GARAGE TO BE DEMOLISHED EXISTING S.F. = 3,128 S.F. (5 BEDS. & 4 BATHS TTL.) ZONING INFORMATION: FRONT SETBACK: 4 FT. SECOND FRONTAGE SETBACK: 10 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. BUILDABLE AREA: 2,204 S.F. APN: 423 231 02 LOT 70, TRACT NO. 907, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA M.M. 28/25-36 COASTAL CALCULATIONS: 2,204 S.F. X 2 = 4,408 S.F. ALLOWABLE (3,676 S.F. < 4,408 S.F.) BUILDING AREA SCHEDULE LEVEL AREA COMMENTS FIRST FLOOR 1345 SF SECOND FLOOR 1823 SF 3168 SF GARAGE 510 SF 510 SF GRAND TOTAL 3677 SF LANDSCAPE AREA SCHEDULE NAME AREA COMMENTS PLANTED 137 SF Grand total 137 SF TOTAL LIVING TOTAL GARAGE GRAND TOTAL GRAND TOTAL ≤500 S.F. ROOF AREA SCHEDULE NAME AREA COMMENTS SLOPED ROOFS 1700 SF FLAT ROOF 452 SF 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT Grand total 2152 SF A SITE INFORMATION GRAND TOTAL 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT B PROJECT STATISTICS 1/8" = 1'-0"1 1ST FLOOR - CITY OPEN VOLUME 1/8" = 1'-0"2 2ND FLOOR - CITY OPEN VOLUME CITY - OPEN VOLUME AREA LEVEL AREA SYMBOL WIDTH LENGTH AREA FIRST FLOOR - CITY OPEN VOLUME A 21.71 5.00 108.54 SF FIRST FLOOR - CITY OPEN VOLUME C 5.00 29.00 145.00 SF FIRST FLOOR - CITY OPEN VOLUME B 6.00 5.58 33.50 SF 287.04 SF SECOND FLOOR - CITY OPEN VOLUME E 21.71 6.47 140.43 SF SECOND FLOOR - CITY OPEN VOLUME F 5.00 18.86 94.29 SF 234.71 SF GRAND TOTALS 521.75 SF DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 3/29/23 3-DIMENSIONAL VIEWS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-1.0 TBD KENNEDY YEAR 3 AXONOMETRIC NORTHEAST 4 AXONOMETRIC SOUTHEAST 2 AXONOMETRIC SOUTHWEST 1 AXONOMETRIC NORTHWEST NO. REVISION DATE UP UP DN A-4.02 A-4.0 A-4.0 A-4.0 4 3 1 1 A-5.0 1 A-5.0 DINING GREAT ROOM KITCHEN FOYER BEDROOM #1 POWDER PANTRY STAIRS BATH #1 NOTE:PROVIDE MIN. (1) LAYERS OF 5/8" MOLD TOUGH VHI FIRECODE X TO INSIDE FACE OF ALL GARAGE WALLS 2-CAR GARAGE S.Y . S . B . 3' - 0 " S.Y . S . B . 3' - 0 " F.Y.S.B. 10' - 0" F.Y.S.B. 4' - 0" 3 A-5.0 3 A-5.0 2 34 4 12 9 10 11 5 1 2 8 UP UP 12 3 3 2 1 1 1 4 4 5 6 7 R @ 0' -6 5/8"3 8 9 1011 12 13 13 14 1516 17 18 11 19 19 16 16 24 25 5 HALLWAY 22 WINE CLOSET CL O S E T CL R . 22 ' - 4 5 / 8 " 28 26 27 CLR. 21' - 7 3/8" 3 B C 6 7 A 1 6.1 3 A-5.1 3 A-5.1 1 A-5.1 1 A-5.1 2 A-5.2 2 A-5.2 1 A-5.2 1 A-5.2 2 A-5.1 2 A-5.1 2 A-5.0 2 A-5.0 10" CL R . 4' - 8 " CL R . 2' - 6 " SLOPE PER CIVIL 12 AD-1.0 12 AD-1.0 8 AD-1.0 12 AD-1.0 10 AD-1.0 13 AD-1.0 10 AD-1.0 1 AD-1.0 CL R . 4' - 0 " TYP. 11" AD-1.0 22 8 AD-1.0 17 30 8 3 1/2" STEP 4' - 0"10' - 0" 3' - 6 " 4' - 6 " 11.63' F.F. 11.63' F.F. 13.29' F.F. AD-1.0 24 ABV. 18 18 18 39 40 39 39 39 3 A-5.3 A-4.02 A-4.0 A-4.0 A-4.0 4 3 1 MASTER SUITE MASTER BATH LAUNDRY MASTER W.I.C. BEDROOM #3 BATH #2 BEDROOM #2 1 A-5.0 1 A-5.0 3 A-5.0 3 A-5.0 BATH #3W/C. STAIRS W/C. 15 13 11 10 9 8 22 21 16 15 17 19 20 23 161514 11 20 16 21 22 23 1911 20 12 13 K J D E 26 27 27 26 13 13 13 13 BEV. 18 COFFEE STATION F WET ROOM 13 16 17 HALL LINEN TY P . 11 " CLR. 3' - 0" CL R . 3' - 0 " CL R . 3' - 0 " CLR. 3' - 3 1/8" CLR. 3' - 3 1/8" CLR. 3' - 0" 29 G I 14 HALLWAY 14.1 16.1 21.1 3 A-5.1 3 A-5.1 1 A-5.1 1 A-5.1 2 A-5.2 2 A-5.2 1 A-5.2 1 A-5.2 2 A-5.1 2 A-5.1 2 A-5.0 2 A-5.0 2% M I N . S L O P E H CLR. 3' - 0" CLR. 2' - 6" CLR. 3' - 0" AD-1.0 7 AD-1.0 22 AD-1.0 22 AD-1.0 24 12 AD-1.0 10 AD-1.0 11 AD-1.0 12 AD-1.0 30 31 30 32 33 1 2 3 34 3 35 R.Y.S.B. 10' - 0" F.Y.S.B. 4' - 0" S.Y . S . B . 3' - 0 " S.Y . S . B . 3' - 0 " 36 1 14 AD-1.0 20 AD-1.0 2 AD-1.0 2% MIN. 37 19 18 1 AD-1.0 7 38 28 28 RO O F RO O F 17 AD-1.0 3 A-5.3 14 41 42 CLR. 3' - 11 1/2" CLR. 3' - 11 1/2" CLR. 8' - 0" TY P . 11 " 14 22.89' F.F. 2 % M I N . S L O P E 2 % MIN. S L O P E 30 2% MIN. SLOPE 2% MIN. SLOPE ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 A-4.0 1 1 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR / WINDOW / WINDOW WALL TAG FIRE RATED CEILING ASS'Y -REF. DTLS. 8/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 8/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 12/AD-1.0 STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL DOORS -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC WINDOW -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 -SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. REFRIGERATOR (REF) / FREEZER (FRZ) -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER AND WATER SUPPLY AS REQUIRED BUILT-IN APPLIANCE / DISHWASHER (DW) / TRASH COMPACTOR (TR)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE CASEWORK, TALL CABINET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, BASE CABINET W/. COUNTERTOP -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER BUILT-IN CLOSET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -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) ELEVATOR -PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER –PROVIDE POWER AS REQ'D. (CRC 321.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CMC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 6 & 7/AD-1.0 OVERFLOW OR EMERGENCY DRAIN -PER CHAPTER 11 OF CPC -COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS –SLOPE AND SIZE PER TABLE 1103.3 OF CPC –REF. DTL. 6 & 7/AD-1.0 UP 20R@7 1/2"STAIRS -MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) -REF. DTL. 3/AD-1 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: KEYNOTESB ANNOTATION LEGENDA BRANDON ARCHITECTS 3/29/23 FLOOR PLANS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-2.0 TBD KENNEDY YEAR 1/4" = 1'-0"2 FIRST FLOOR PLAN 1/4" = 1'-0"1 SECOND FLOOR PLAN 1 PROPERTY LINE - REF. SURVEY 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 WATER HEATER - TANK-LESS (ON DEMAND) WALL-MOUNT +48" MIN., 'TAKAGI' OR EQUIV. - SIZE AND INSTALL PER CHAPTER 5 OF CPC AND MFGR. INSTRUCTION, VERIFY THE SIZING W/. ENERGY REPORT (PROVIDE ADEQUATE N.G. CONN. & POWER AS REQ'D.) 5 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 6 GARAGE DOOR - CUSTOM BUILT, REF. MAT. AND DOOR SCHED., SHEETS A-4.0 & A-7.0- ARCH TO APPV. SHOP DWGS. PRIOR TO FAB. 7 GARAGE DOOR - RATED, 1-3/8" SOLID CORE, SELF-CLOSING AND SELF-LATCHING. REF. DOOR SCHEDULE, SHEET A-7.0 (CRC R302.5.1) 8 KITCHEN EXHAUST HOOD TO VENT TO EXT. ABV. GRADE AND HAVE A BACK-DRAFT DAMPER - PROVIDE MIN. RATE OF 100 CFM W/. MAX SOUND RATING OF 3 SONES @100 CFM - INSTALL & PROVIDE POWER PER MFG. INSTRUCTION 9 REFRIGERATOR AS SELECTED PER I.D., PROVIDE POWER - VERIFY W/. I.D. AND OWNER 10 FREEZER AS SELECTED PER I.D., PROVIDE POWER - VERIFY APPLIANCE W/. I.D. & OWNER 11 TOILET - MIN. CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION - SEE PLUMBING NOTES ON B/T-1.1 FOR MORE INFO AND REQ'S. 12 KITCHEN ISLAND - BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE & FINISH W/. I.D. & OWNER 13 FURNISHINGS AS SELECTED PER I.D.- VERIFY APPLIANCE W/. I.D. & OWNER 14 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 1/AD-1.0 15 UPPER CABINET PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 16 BASE CABINET PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 17 1-1/2" MAX. STEP AT OUT SWING REQ'D. EGRESS DOORS (R311.3.1) 18 LINE OF SECOND FLOOR ABOVE 19 VANITY AS SELECTED IN COMPLIANCE W/. SECTION 407 OF CPC PER I.D., MIN. 24" CLR. SPACE IN FRONT- SINK, BASE CABINET AND COUNTER PER I.D. - FINISH AS SELECTED, VERIFY SIZE AND FINISH W/. I.D. AND OWNER 20 BUILT-IN CLOSET PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 21 FIREPLACE - FLARE PREFABRICATED FIREPLACE LISTED TO ANSI Z21.88/CSA 2.33-2014, GAS ONLY,DIRECT VENT W/. SEALED COMBUSTION - specify model, configuration & size here [DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 22 TALL CABINET PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 23 BATHTUB - FREE-STANDING, AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER (VERIFY LOC'N. OF FIXTURES W/. OWNER) - SEE PLUMBING NOTES ON B/T-1.1 FOR MORE INFO AND REQ'S. 24 KITCHEN SINK IN COMPLIANCE W/. CPC SECTION 420 - BASE CABINET AND COUNTER CONFIGURATION PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 25 FIREPLACE - ISOKERN BVETTO MODULAR REFRACTORY PRECAST FIREPLACE, GAS ONLY, DIRECT VENT W/. SEALED COMBUSTION PER ICC ESR-4873 [REF. DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 26 CUSTOM SHOWER SEAT PER I.D., VERIFY W/. I.D. & OWNER 27 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION - VERIFY WITH I.D. - REF. STRUCT. DWGS. 28 BATHTUB & SHOWER - PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) - SEE PLUMBING NOTES ON B/T-1.1 FOR MORE INFO AND REQ'S. 29 INTERIOR GLASS GUARDRAIL - MIN. 42" HIGH ABV.F.F. - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 30 WINDOW TO MEET EGRESS REQUIREMENTS PER SECTION R310 OF CRC - REF. EMERGENCY ESCAPE AND RESCUE OPENING NOTES ON SHT. A-7.0 31 EGRESS DOOR TO COMPLY W/. CRC SECTION R311.2 REQS., REF. EGRESS DOOR NOTES ON SHEET A-7.0 32 STONE CAP - G.C. TO PROVIDE MOCK UP FOR ARCH. APPV. 33 BRAKE METAL - MATCH DOOR/WINDOW FRAME. ARCH. TO APPV. COLOR AND LAYOUT, REF. MAT. SCHEDULE A/A-4.0 34 REAR YARD SETBACK 35 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 36 DRAIN VERTICAL PIPE LINE - IN WALL FROM DECK/ROOF ABV., REF. VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW NOTES ON DIM. PLANS LEGENDS- PROVIDE DRAIN SWEEP(ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURING SLAB. VERIFY LOC'N. W/. SITE DRAINAGE & COORD. W/. CIVIL 37 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A/A-4.0 38 EXTERIOR GLASS GUARDRAIL , TEMPERED & LAMINATED - MIN. 42" HIGH ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 39 STRUCT. STEEL COLUMN PER STRUCT. - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. 40 HFX PANEL PER STRUCT. - REF. STRUCT. DWGS. - G.C TO VERIFY LOCATION 41 EXTERIOR GLASS HANDRAIL, 34" - 38" ABV. NOSING (36" TYP. U.N.O.), REF. DTL. 2 & 4/AD-1.0 42 INTERIOR STAIR MOUNTED GLASS HANDRAIL - 34"-38" ABV. NOSING (36" TYP. U.N.O.), REF. DTL. 2 & 4/AD-1.0 NO. REVISION DATE UP UP 3 A-5.0 3 A-5.0 3' - 1 " F. O . F . 2' - 0 " 1' - 1 " F. O . F . 2' - 0 " 1' - 1 " F. O . F . 2' - 0 " 1' - 1 " F.O.F. 4' - 2"3' - 11 3/4" 1 1 1 2S. Y . S . B . 3' - 0 " F.Y.S.B. 4' - 0" S. Y . S . B . 3' - 0 " F.Y.S.B. 10' - 0" 3 3 4 4 5 5 2' - 7 7/8" F.O.F. 9' - 0" 6 6 6 6 3. 5 : 1 2 6. 5 : 1 2 6.5:12 6. 5 : 1 2 36.58' HT. CERT. REQ'D. 36.58' 35.64' 32.14' ROOF DECK 5. 2 5 : 1 2 5.5:12 5. 2 5 : 1 2 6.5:12 5. 5 : 1 2 5.5:12 5.5:12 36.63' HT. CERT. REQ'D. SPA 7 1' - 1 " F. O . F . 2' - 0 " 8 8 1' - 6" 8' - 10" 9 9 10 10 F. O . F . 7' - 0 " 2' - 5 5 / 8 " 3.5:12 3. 5 : 1 2 3 A-5.1 3 A-5.1 1 A-5.1 1 A-5.1 2 A-5.2 2 A-5.2 1 A-5.2 1 A-5.2 2 A-5.1 2 A-5.1 2 A-5.0 2 A-5.0 11 12 36.73' HT. CERT. REQ'D.36.73' HT. CERT. REQ'D. 36.73' HT. CERT. REQ'D. 36.41' HT. CERT. REQ'D. AIR CONDITIONING UNITS AND SPA WILL NOT TO BE VISABLE WILL NOT EXCEED THE HEIGHT OF THE GUARDRAIL CONDITION. 8 F.O.F. 4' - 0" 2' - 0 " 1' - 1 " 1' - 6 1 / 2 " 2' - 0 " 5' - 1" F.O.F. 9' - 0" F. O . F . 3' - 4 " 9" F.O.F. 4' - 2"5' - 3 1/4" F. O . F . 2' - 0 " 2' - 4 1 / 2 " ATTIC VENT CALC. 1,506 S.F. OF SPACE 1,506/150 = 11 S.F. = 1,584 S.I. VENT = 130 S.I. X 13 = 1,690 S.I. 1,690 S.I. > 1,584 S.I. (REQ'D.) ATTIC VENT CALC. 1,506 S.F. OF SPACE 1,506/150 = 11 S.F. = 1,584 S.I. VENT = 130 S.I. X 13 = 1,690 S.I. 1,690 S.I. > 1,584 S.I. (REQ'D.) 13 13 13 ROOF PLATE + 0'-4" DECK PLATE + 0'-6 13/32" ROOF PLATE + 0'-33/64" ROOF PLATE + 0'-1 101/256" ROOF PLATE + 0'-0" ROOF PLATE + 0'-0"ROOF PLATE + 0'-4" 4 AD-3.0 4 AD-3.0 4 AD-3.0 4 AD-3.0 4 AD-3.0 4 AD-3.0 4 AD-3.0 15 AD-1.0 15 AD-1.0 AD-1.0 23 5 AD-1.0 15 AD-1.0 3 A-5.3 14 15 DIMENSION NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES VENTING NOTES: 1. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW UNLESS THEY MEET THE REQUIREMENT OF SECTION R806.5 FOR UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. VENTILATION OPENING SHALL HAVE THE LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX OTHERWISE THE OPENING SHALL HAVE THE CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVE A LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX. OPENING IN ROOF FRAMING MEMBERS SHALL BE PER THE REQUIREMENT OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. (R806.1) 2. THE MINIMUM NET FREE VENTILATING AREA SHOULD BE 1/150 OF THE AREA OF THE VENTED SPACE, EXCEPT THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: A.IN CLIMATE ZONES 6, 7 AND 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. B.NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. (R 806.2) 3. PROVIDE 1”SPACE BETWEEN THE INSULATION AND THE ROOF SHEATHING WHERE EAVE OR CORNICE VENTS PROVIDE BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. (R806.3) 4. INSTALL VENTILATOR PER MANUFACTURER INSTRUCTION. INSTALL VENTILATOR IN ROOF PER SECTION R903 AND VENTILATOR IN WALL ASSEMBLIES PER SECTION R703.1. (CRC R806.4) 5. FOR THE ATTIC WITH VERTICAL HEIGHT GREATER THAN OR EQUAL TO 30”(VERTICAL HEIGHT MEASURED FROM THE TOP OF CEILING JOIST TO THE BOTTOM OF THE ROOF RAFTERS) WITHIN 30S.F. MIN. PROVIDE THE OPENING WITH ROUGH-FRAMED OPENING OF NOT LESS THAN 22”X30”WHICH SHOULD BE LOCATED IN HALLWAY OR OTHER LOCATION WITH READY ACCESS. IF THE ACCESS LOCATED IN THE WALL THEN THE WIDTH SHOULD BE 22”AND HEIGHT SHOULD BE 30”MIN. IF LOCATED IN CEILING THEN THE MIN. UNOBSTRUCTED HEADROOM IN THE ATTIC SHOULD BE 30”FROM THE BOTTOM OF CEILING JOIST AT SOME POINT. (CRC R807.1) VENTS IN THE WILDLAND URBAN INTERFACE (WUI): WHERE PROVIDED, VENTILATION OPENINGS FOR ENCLOSED ATTICS, GABLE ENDS, RIDGE ENDS, UNDER EAVES AND CORNICES, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, UNDERFLOOR VENTILATION, FOUNDATIONS AND CRAWL SPACES, OR ANY OTHER OPENING INTENDED TO PERMIT VENTILATION, EITHER IN A HORIZONTAL OR VERTICAL PLANE, SHALL BE IN ACCORDANCE WITH SECTIONS R337.6.1 THROUGH R337.6.2 TO RESIST BUILDING IGNITION FROM THE INTRUSION OF BURNING EMBERS AND FLAME THROUGH THE VENTILATION OPENINGS. (CRC R806.1.1) REQUIREMENTS: VENTILATION OPENINGS SHALL BE FULLY COVERED WITH WILDFIRE FLAME AND EMBER RESISTANT VENTS APPROVED AND LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS TESTED TO ASTM E2886 AND LISTED, BY COMPLYING WITH ALL OF THE FOLLOWING REQUIREMENTS: (CRC R337.6.2) 1.THERE SHALL BE NO FLAMING IGNITION OF THE COTTON MATERIAL DURING THE EMBER INTRUSION TEST. 2.THERE SHALL BE NO FLAMING IGNITION DURING THE INTEGRITY TEST PORTION OF THE FLAME INTRUSION TEST. 3.THE MAXIMUM TEMPERATURE OF THE UNEXPOSED SIDE OF THE VENT SHALL NOT EXCEED 662°F (350°C). OFF RIDGE AND RIDGE VENTS: VENTS THAT ARE INSTALLED ON A SLOPED ROOF, SUCH AS DORMER VENTS,SHALL COMPLY WITH ALL THE FOLLOWING: (CRC R337.6.2.1) 1.VENTS SHALL BE COVERED WITH A MESH WHERE THE DIMENSIONS OF THE MESH THEREIN SHALL BE A MINIMUM OF 1/16 INCH (1.6 MM) AND SHALL NOT EXCEED 1/8 INCH (3.2 MM) IN DIAMETER. 2.THE MESH MATERIAL SHALL BE NONCOMBUSTIBLE. 3.THE MESH MATERIAL SHALL BE CORROSION RESISTANT. VENTILATION REQUIRED BENEATH BALCONY OR ELEVATED WALKING SURFACES: ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION SHALL BE PROVIDED WITH OPENINGS THAT PROVIDE A NET-FREE CROSS-VENTILATION AREA NOT LESS THAN 1/ 150 OF THE AREA OF EACH SEPARATE SPACE. (CRC R317.1.3) ROOF DRAINAGE: IF THE PROJECT LOCATED IN THE AREA WITH EXPANSIVE OR COLLAPSIBLE SOILS, WATER RUNOFF FROM ROOFS OF ALL DWELLINGS SHALL BE DISCHARGED TO THE GROUND SURFACE NOT LESS THAN 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. (R801.3) -REF.CIVIL DWGS FOR STORM WATER MANAGMENT AND SYSTEM. WEATHER PROTECTION: 1. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE CHAPTER 9 OF THE CURRENT CRC. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE CHAPTER 9 OF CRC AND THE APPROVED MANUFACTURER’S INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. (R903.1) 2. PROVIDE AND INSTALL FLASHING TO PREVENT ENTRY OF MOISTURE TO WALL AND ROOF ASSEMBLIES THRU THE JOINTS IN COPINGS, PERMEABLE MATERIAL, AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATION THRU ROOF. (R903.2) 3. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 26 GALVANIZED SHEET). (R903.2.1) 4. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES (762 MM) WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. EXCEPT FOR UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH HYPERLINK "HTTPS://CODES.ICCSAFE.ORG/LOOKUP/CRC2019P1_PT03_CH03_SECR308.6" SECTION R308.6 AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS SHALL BE PERMITTED TO BE INSTALLED WITHOUT A CRICKET OR SADDLE. (R903.2) 5. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NOT LESS THAN THE THICKNESS OF THE PARAPET WALL. (R903.3) 6. UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF. IF WATER CAN BE ENTRAPPED WITHIN THE ROOF AREA THEN SECONDARY EMERGENCY OVERFLOW ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. (R903.4) MISC. NOTES: 1. INSTALL ROOF PER ROOFING MFG'R. SPECS & INSTALLATION GUIDELINE 2. ARCH. TO APPV. SIZE, COLOR & PROFILE OF EAVE & RAKE COMPONENTS. G.C. TO PROVIDE MOCK-UPS. 3. UNVENTED ENCLOSED RAFTER ASSEMBLY: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. AND IN CLIMATE ZONES 5, 6, 7 AND 8, ANY AIR-IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS II VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE UNDERSIDE OF THE INSULATION. (CRC R806.5) 4. REF. WOOD OR WOODBASE PRODUCT NOTES ON SHEET T-1.1 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 3/29/23 ROOF PLAN AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-3.0 TBD KENNEDY YEAR PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ROOF PLAN 1 SLATE TILE ROOFING - REF. MAT. SCHEDULE SHT. A/A-4.0 2 DECORATIVE CHIMNEY ENCLOSURE TO BE INSTALLED AND TERMINATED PER MFRG. SPEC. OF THE FACTORY-BUILT FIREPLACE AND/OR CHIMNEY(R1005 OF CRC) - GAS VENT TO BE TERMINATED PER CMC 802.6.1 (LISTED DIRECT-VENT PER MFGR. INSTALLATION INSTRUCTION (CMC 802.2.6)) 3 PROPERTY LINE - REF. SURVEY 4 SIDE YARD SETBACK 5 FRONT YARD SETBACK 6 OUTLINE OF STRUCTURE/WALLS BELOW 7 FIREPIT - PROVIDE GAS STUB-OUT & POWER AS REQ'D., REF. LAND. DWGS., VERIFY W/. OWNER 8 CUSTOM RECESSED GUTTER/DECK DRAIN - ROOFING/DECKING CONTRACTOR COORD. W/. FLASHING INSTALLER - VERIFY LOC'N & APPLICATION OF DRAIN W/. ARCH PRIOR TO ORDERING - SIZE PER TABLE 1103.3 OF CPC 9 EXTERIOR GLASS GUARDRAIL , TEMPERED & LAMINATED - MIN. 42" HIGH ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 10 A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION 11 STONE CAP - G.C. TO PROVIDE MOCK UP FOR ARCH. APPV. 12 ROOF FRAMING/RAFTERS PER STRUCT. - REF. STRUCT. DWGS. 13 ATTIC DORMER VENT- (ARCH. TO APPRV. FINISH & COLOR), REF. ATTIC VENT NOTES & CALCULATIONS ON ROOF PLAN SHEET A-3.0 - VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4 INCH (6 MM) OPENINGS OR ITS EQUIVALENT. 14 WESTCOAT ALX WALKING DECK AND ROOF COVERING SYSTEM RATED CLASS 'A' ASSEMBLY PER ICC# ESR-2201, REF. MAT. SCHED. A/A-4.0 15 CRICKET - 2% MIN. SLOPE, TO BE COMPATIBLE W/. ROOF NO. REVISION DATE GENERAL NOTESA KEYNOTESB FIRST FLOOR (T.O.S.) 11.51' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' AVERAGE TOP OF CURB (HOA) 12.82' AVERAGE TOP OF CURB (HOA) 12.82' GARAGE T.O.C. 13.16' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' FIRST FLOOR F.F. 11.63' 1 A-5.0 GRADE PLANE 12.94' GRADE PLANE 12.94' HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' 24 ' - 0 " 9' - 7 1 / 4 " 9' - 4 1 / 2 " 8' - 6 1 / 4 " 1' - 1 " SIL L H T . 1 1 / 2 " HD . H T . 9' - 0 " SI L L H T . 5' - 0 " HD . H T . 9' - 0 " HD . H T . 9' - 0 " SIL L H T . 4' - 0 " 16 16.1 15.1 15 14 13 6 7 12 4 43 10 8 9 1 11 11 6 MIN . 4 2 " A B V . F . F . 24 ' - 0 " 10 ' - 2 1 / 8 " 1' - 1 " 9' - 4 1 / 2 " 11 ' - 3 1 / 8 " DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83' 5 36.73' HT. CERT. REQ'D.36.58' HT. CERT. REQ'D. 6 .5 :1 2 P.L P.L 11 11 HD . H T . 9' - 0 " SIL L H T . 4' - 0 " SI L L H T . 1 1 / 2 " 12 3 G 3.5:12 AB V . F . F . 42 " M I N . 1 A-5.1 1 A-5.2 2 A-5.1 2 A-5.0 36.41' HT. CERT. REQ'D.36.63' HT. CERT. REQ'D. 1 131515 15 AD-1.04 AD-3.0 SIL L H T . 3' - 6 " 7 AD-3.0 8 AD-3.0 9 AD-1.0 9 AD-1.0 3 A-5.3 17 SI L L H T . 7' - 0 " HD . H T . 9' - 0 3 / 8 " CITY MAX. HEIGHT 41.94' CITY MAX. HEIGHT 41.94' 29 ' - 0 " FIRST FLOOR (T.O.S.) 11.51' FIRST FLOOR (T.O.S.) 11.51' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' 10 ' - 2 1 / 8 " 1' - 1 " 1 1 / 2 " 9' - 0 5 / 8 " AVERAGE TOP OF CURB (HOA) 12.82' AVERAGE TOP OF CURB (HOA) 12.82' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' GRADE PLANE 12.94' GRADE PLANE 12.94' HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' 3 A-5.0 11 ' - 3 1 / 8 " 9' - 4 1 / 2 " 23 2 9' - 1 1 / 2 " 9' - 1 1 / 2 " E 5 4 6 7 DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83' 23 ' - 1 0 1 / 2 " P.L.P.L. 10 ' - 2 1 / 8 " 1' - 1 " 1 1 / 2 " 9' - 0 5 / 8 " 1 11 36.64' TOP OF CHIMNEY 6.5:1 2 6.5:12 3 AB V . F . F . 42 " M I N 3 A-5.1 2 A-5.2 8 36.73' HT. CERT. REQ'D. 14 15 15 AD-1.0 AD-1.0 23 20 AD-1.0 4 AD-3.0 CL R . 9' - 1 0 3 / 4 " CL R . 9' - 0 1 / 8 " <4 " 16 CITY MAX. HEIGHT 41.94' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' AVERAGE TOP OF CURB (HOA) 12.82' AVERAGE TOP OF CURB (HOA) 12.82' GARAGE T.O.C. 13.16' GARAGE T.O.C. 13.16' SECOND FLOOR F.F. 22.89'SECOND FLOOR F.F. 22.89' GRADE PLANE 12.94' GRADE PLANE 12.94' HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' 3 A-5.0 8' - 6 1 / 4 " 1' - 1 " 9' - 7 1 / 4 " 9' - 4 1 / 2 " 24 ' - 0 " 7' - 1 1 / 2 " 5 8 J 36.73' HT. CERT. REQ'D. 2 9 DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83'1 1 6 .5 :1 2 6.5:12 9 P.L.P.L. 1212 8' - 6 1 / 4 " 1' - 1 " 1 1 / 2 " 9' - 0 5 / 8 " 5.5:12 36.73' HT. CERT. REQ'D. 3' - 3"3' - 4" 3.5:123.5 :1 2 2' - 0 " I H 3 3 A-5.1 2 A-5.2 36.41' HT. CERT. REQ'D. 18 19 8 8 15 11 AD-1.0 11 AD-1.0 10 AD-1.0 15 AD-1.0 36.64' TOP OF CHIMNEY 13 AD-1.0 AD-1.0 23 17 AD-1.024 ' - 0 " CITY MAX. HEIGHT 41.94' CITY MAX. HEIGHT 41.94' 29 ' - 0 " FIRST FLOOR (T.O.S.) 11.51' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' AVERAGE TOP OF CURB (HOA) 12.82' AVERAGE TOP OF CURB (HOA) 12.82' GARAGE T.O.C. 13.16' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' FIRST FLOOR F.F. 11.63' GRADE PLANE 12.94' GRADE PLANE 12.94' HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' 9' - 4 1 / 2 " 9' - 7 1 / 4 " 1' - 1 " 8' - 6 1 / 4 " 1' - 7 7 / 8 " 9' - 4 1 / 2 " 11 ' - 3 1 / 8 " 1' - 1 " 10 ' - 2 1 / 8 " 23 ' - 1 0 1 / 2 " 89 1011 21 SIL L H T . 2' - 6 " HD . H T . 9' - 0 " SIL L H T . 3' - 6 " 5' - 0"2' - 6" 9' - 1 1 / 2 " 9' - 1 1 / 2 " 3' - 0" 1 2 1 3 4 5 2 MIN . 4 2 " A B V . F . F . MI N . 4 2 " A B V . F . F . C D K DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83' 9 9 9 36.58' HT. CERT. REQ'D. 1 11 P.L.P.L. HD . H T . 9' - 0 " SIL L H T . 7' - 1 1 / 2 " 11 36.64' TOP OF CHIMNEY 6 .5 :1 2 6.5:12 HD . H T . 9' - 1 1 / 2 " SI L L H T . 5' - 0 " 13 13 12 6 3 .5 :12 1 A-5.1 1 A-5.2 2 A-5.1 2 A-5.0 36.41' HT. CERT. REQ'D.36.63' HT. CERT. REQ'D.36.73' HT. CERT. REQ'D. 8 8 1A R @ 0' -6 5/8"3 TYP. 10" 5.5 :1 2 4 AD-3.0 4 AD-3.0 4 AD-3.0 AD-1.0 23 11 AD-1.0 10 AD-1.0 13 AD-1.0 15 AD-1.0 15 AD-1.0 11 AD-1.0 8 AD-3.0 7 AD-3.0 9 AD-1.0 9 AD-1.0 HD . H T . 9' - 0 " 7 AD-3.0 8 AD-3.0 8 AD-3.0 7 AD-3.0 AD-1.0 19 3 A-5.3 23 ' - 1 0 1 / 2 " WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT:CUSTOM COLLECTION ADDRESS:3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE:541-885-7412 OR 800-535-3936 FAX:541-884-3331 WEB:WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER:WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM STONE VENEER: MANUFACTURER: NEOLITH PRODUCT: STRATA ARGENTUM COLOR: ARCH. TO APPV. SAMPLE APPLICATION: REF. DTL. 11/AD-1.0 THICKNESS: 1/2" NOMINAL WEIGHT: N/A CODE: ESR-3669 WOOD SIDING: MANUFACTURER: TBD SPECIES: CEDAR, REDWOOD OR IPE ('CLEAR HEART' OR 'A CLEAR') SIZE: 1X6 TREATMENT: STAIN & SEAL, COLOR AS SEL. (ARCH. TO APPV.) SCORE & BACK-PRIME AS NEED COLOR: DARK BROWN EXTERIOR STUCCO: PRODUCT: STUCCO MANUFACTURER: LAHABRA SUPPLIER: N/A CODE: N/A COLOR: BLACK APPLICATION: SMOOTH WALL, TROWELED EDGES, NO BULLNOSE, VERTICAL FLOAT LEVEL TO 1/8" WEIGHT: N/A ADDRESS: 2911 ORANGE-OLIVE RD, ORANGE, CA 92865 PHONE: 800-226-2424 WEB: WWW.PAREXUSA.COM ROOFING: PRODUCT: SLATE TILE MFGR/SUPPLIER: TBD COLOR: DARK GREY TO BE APPROVED BY ARCH. & OWNER APPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS 'A' ASSEMBLY WEIGHT: APPX. 12 PSF GUTTERS: MATERIAL: METAL -COPPER/ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS WEB: WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR: WESTCOAT ADDRESS: 770 GATEWAY CENTER DRIVE, SAN DIEGO, CA 92101 PRODUCT: ALX WALKING DECK (CLASS 'A') APPLICATION: DECK FINISH SURFACE TO BE NON-COMBUSTIBLE CODE: ICC # ESR-2201 FLASHING & WEATHERSTRIPPING PROVIDE CORROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING, MIN. 24 GUAGE COPPER (16 OZ.) SHEETS U.N.O. IN CRC OR MFGR. INSTALLATION GUIDELINES. ALL METAL IN CONTACTS TO BE OF SIMILAR TYPE TO AVOID GALVANIC CORROSION. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: MATERIAL SPECIFICATIONSA KEYNOTESC GENERAL NOTESB BRANDON ARCHITECTS 3/29/23 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-4.0 TBD KENNEDY YEAR 1/4" = 1'-0"4 RIGHT SIDE ELEVATION - WEST 1/4" = 1'-0"2 FRONT ELEVATION - NORTH 1/4" = 1'-0"3 REAR ELEVATION - SOUTH 1/4" = 1'-0"1 LEFT SIDE ELEVATION - EAST 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. 1 SLATE TILE ROOFING - REF. MAT. SCHEDULE SHT. A/A-4.0 2 T&G PANELING - REF. MATERIAL SCHEDULE SHT. A/A-4.0 3 KYNAR PAINTED ALUMINUM - REF. MAT. SCHEDULE A/A-4.0 4 EXPOSED STEEL COLUMN SIZE PER STRUCT. DWGS., PAINT AS SELECTED AND SEAL AS REQ'D. - ARCH. TO APPV. COLOR 5 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 6 FURNISHINGS AS SELECTED PER I.D.- VERIFY APPLIANCE W/. I.D. & OWNER 7 FIREPIT - PROVIDE GAS STUB-OUT & POWER AS REQ'D., REF. LAND. DWGS., VERIFY W/. OWNER 8 STONE VENEER - REF. MAT. SCHEDULE SHT. A/A-4.0 9 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY 10 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 11 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A/A-4.0 12 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE), WILL BE A MINIMUM OF 60% OPEN TO VIEW 13 STONE CAP - G.C. TO PROVIDE MOCK UP FOR ARCH. APPV. 14 EXTERIOR GLASS HANDRAIL, 34" - 38" ABV. NOSING (36" TYP. U.N.O.), REF. DTL. 2 & 4/AD-1.0 15 FASCIA PER DETAILS, ARCH TO APPV. 16 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: 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 FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.5.4.3 & 802.6.1.4) 17 DECO. LOUVER PAINT AS SELECTED AND SEAL AS REQ'D., ARCH. TO APPV. COLOR AND PROFILE - SIZE & CONN. PER STRUCT. NO. REVISION DATE EXTERIOR WALL: 2 x 6 CONST. OR LARGER:R-21 MIN. RAISED FLOOR:R-30 MIN. ROOF:R-30 NOTES: 1. REF. T-24 REPORT FOR MORE INFORMATION 2. PROVIDE BID FOR INSULATION OF ENTIRE HOME *TOTAL R-VALUE INCLUDING THE RIDGID AND SPRAYED AIR-IMPERMEABLE INSULATION WHERE OCCURS FOR UNVENTED ASSEMBLY FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00' SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR / WINDOW / WINDOW WALL TAG FIRE RATED CEILING ASS'Y -REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 7/AD-1.0 CONCRETE WALL/PODIUM DECK -PER STRUCT. REF. STRUCT DWGS. –FOR SLAB ON GRADE PROVIDE BASE PER R506.2.2 AND VAPOR RETARDER PER R506.2.3 W/. CAPILLARY BREAK INSULATED BUILDING ENVELOPE -2X STUDS PER PLANS, SEE DIMENSION PLANS FOR MORE INFO –INSULATION PER INSULATION SCHEDULE AND T-24 ENERGY REPORTS UNVENTED ROOF ASSEMBLY ROOF FRAMING -PER STRUCT., REF. STRUCT. DWGS. –UNVENTED ASSEMBLY TO COMPLY W/. SECTION R806.5 OF CRC, AIR- IMPERMEABLE VALUE PER TABLE R806.5 OF CRC VENTED ROOF ASSEMBLY ROOF FRAMING -PER STRUCT., REF. STRUCT. DWGS. – PROVIDE CROSS VENTILATION PER SECTION R806 OF CRC, SEE ROOF PLAN SHEET A-3.0 FOR ATTIC VENT CALC AND MORE INFO MAX. RIDGE HEIGHT (CNB) 41.94' MAX. RIDGE HEIGHT (CNB) 41.94' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' AVERAGE TOP OF CURB (HOA) 12.82' AVERAGE TOP OF CURB (HOA) 12.82' MAX FLAT (CNB) 36.94' MAX FLAT (CNB) 36.94' GARAGE T.O.C. 13.16' GARAGE T.O.C. 13.16' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' 3 A-5.0 DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83' BEDROOM #3 BATH #3 2-CAR GARAGE 12 13 14.1 3 .5 :1 2 3.5:12 CL R . 9' - 0 " CL R . 9' - 0 " PL . H T . 9' - 3 5 / 8 " 9' - 0 5 / 8 " PL PL SLOPE PER CIVIL SLOPE PER CIVIL ATTIC 36.41' HT. CERT. REQ'D. 9' - 7 1 / 4 " 9' - 4 1 / 2 " 8' - 6 1 / 4 " 1' - 1 " 1 1 / 2 " 9' - 8 3 / 4 " 9' - 3 " 9' - 7 1 / 4 " 9' - 4 1 / 2 " 9' - 8 3 / 4 " 9' - 3 " 8' - 6 1 / 4 " 1' - 1 " 1 1 / 2 " 1 2 34 5 6 6 .5:1 2 5.5:12 3 A-5.1 2 A-5.2 24 ' - 0 " 8 AD-1.0 12 AD-1.0 A-5.3 1 CITY MAX. HEIGHT 41.94' FIRST FLOOR (T.O.S.) 11.51' MAX. RIDGE HEIGHT (CNB) 41.94' MAX. RIDGE HEIGHT (CNB) 41.94' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' MAX FLAT (CNB) 36.94' MAX FLAT (CNB) 36.94' GARAGE T.O.C. 13.16' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' FIRST FLOOR F.F. 11.63' 1 A-5.0 MASTER SUITE MASTER W.I.C. KITCHEN DINING PANTRY STAIRS BEDROOM #3 2-CAR GARAGE F 17 C 1 20 A 7 CL R . 9' - 0 " CL R . 9' - 0 " CL R . 9' - 0 " CL R . 9' - 0 " AB V . F . F . 42 " M I N . 8 SI L L H T . 7' - 0 " TY P . 7 3 / 4 " 36 " T Y P . 34 " - 3 8 " 9 10 10 7 11 3 5 6 4 12 3.5:124.6 :1 2 36.73'36.41' PL PL 13 14 15 2% MIN SLOPE SLOPE PER CIVIL 2% MIN SLOPE 2% MIN SLOPE 11 ' - 3 1 / 8 " 9' - 4 1 / 2 " 10 ' - 2 1 / 8 " 1' - 1 " 1 1 / 2 " 11 ' - 3 1 / 8 " 9' - 3 " 13 ATTIC 9' - 7 1 / 4 " 9' - 4 1 / 2 " 8' - 6 1 / 4 " 1' - 1 " 1 1 / 2 " 9' - 8 3 / 4 " 9' - 3 " SLOPE PER CIVIL AB V . F . F . 42 " M I N . 10 26.26' T.R. CL R . 10 ' - 0 " CL R . 9' - 6 " 16 R @ 0' -7 3/4"16 1 A-5.1 1 A-5.2 2 A-5.1 2 A-5.0 15 AD-1.0 AD-3.0 4 AD-1.0 20 AD-3.0 3 8 AD-1.0 8 AD-1.0 AD-3.0 2 16 AD-1.0 AD-1.0 14 1 AD-1.0 3 A-5.3 CLR. 3' - 0" CITY MAX. HEIGHT 41.94' FIRST FLOOR (T.O.S.) 11.51' FIRST FLOOR (T.O.S.) 11.51' MAX. RIDGE HEIGHT (CNB) 41.94' MAX. RIDGE HEIGHT (CNB) 41.94' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' MAX FLAT (CNB) 36.94' MAX FLAT (CNB) 36.94' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' FIRST FLOOR F.F. 11.63' FIRST FLOOR F.F. 11.63' HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' 3 A-5.0 DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83' 3 A-5.1 2 A-5.2 12 CL R . 9' - 0 " 9' - 0 5 / 8 " PLPL SLOPE PER CIVILSLOPE PER CIVIL ATTIC 3 5 6 6.5:12 8 1922 6.5:1 2 7 7 B 11 12 AB V . F . F . 42 " M I N . 36.52' T.R. 1036.73' HT. CERT. REQ'D. 36.73' HT. CERT. REQ'D. 17 16 MASTER BATH MASTER SUITE GREAT ROOM DINING CL R . 10 ' - 0 " CL R . 9' - 6 " 1 1 / 2 " 10 ' - 0 5 / 8 " 1' - 1 " 1 1 / 2 " 9' - 0 5 / 8 " 25 ' - 2 3 / 8 " 10 ' - 0 5 / 8 " 1' - 2 1 / 2 " 10 ' - 1 5 / 8 " 1 1 / 2 " 10 ' - 0 5 / 8 " 1' - 1 " 1 1 / 2 " 9' - 0 5 / 8 " 10 ' - 0 5 / 8 " 1' - 2 1 / 2 " 10 ' - 1 5 / 8 " 25 ' - 2 3 / 8 " ATTIC AD-3.0 4 AD-1.0 18 CL R . 9' - 0 " 12 AD-1.0 AD-1.0 23 10 AD-1.0 15 AD-1.0 CL R . 9' - 0 " R @ 0' -6 5/8"3 CITY MAX. HEIGHT 41.94' DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: FIRE-BLOCKING & DRAFT STOP NOTESA INSULATION SCHEDULEB ANNOTATION LEGENDC KEYNOTESD BRANDON ARCHITECTS 3/29/23 BUILDING SECTIONS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-5.0 TBD KENNEDY YEAR 1 T&G PANELING - REF. MATERIAL SCHEDULE SHT. A/A-4.0 2 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A/A-4.0 3 CEILING FRAMING/JOISTS PER STRUCT. - REF. STRUCT. DWGS. 4 ROOF FRAMING/RAFTERS PER STRUCT. - REF. STRUCT. DWGS. 5 WESTCOAT ALX WALKING DECK AND ROOF COVERING SYSTEM RATED CLASS 'A' ASSEMBLY PER ICC# ESR-2201, REF. MAT. SCHED. A/A-4.0 6 CONCRETE SLAB ON GRADE PER STRUCT. - REF. STRUCT. DWGS. - PROVIDE WATERPROOFING AS REQ'D., REF. WATERPROOFING AND DAMPPROOFING NOTES ON B/T-1.1 & SOILS REPORT 7 DECORATIVE PENDANT LIGHT FIXTURE - TO BE HIGH EFFICIENCY 8 ENCLOSED USEABLE SPACE UNDER STAIRWAY, USE 5/8" TYPE 'X' GYP. BD. FINISH TYP. (1/2" MIN.) (CRC R302.7) 9 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 1/AD-1.0 10 EXTERIOR GLASS HANDRAIL, 34" - 38" ABV. NOSING (36" TYP. U.N.O.), REF. DTL. 2 & 4/AD-1.0 11 FIREPLACE - ISOKERN BVETTO MODULAR REFRACTORY PRECAST FIREPLACE, GAS ONLY, DIRECT VENT W/. SEALED COMBUSTION PER ICC ESR-4873 [REF. DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 12 FIREPLACE - FLARE PREFABRICATED FIREPLACE LISTED TO ANSI Z21.88/CSA 2.33-2014, GAS ONLY,DIRECT VENT W/. SEALED COMBUSTION - specify model, configuration & size here [DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 13 SLATE TILE ROOFING - REF. MAT. SCHEDULE SHT. A/A-4.0 14 STONE CAP - G.C. TO PROVIDE MOCK UP FOR ARCH. APPV. 15 STONE VENEER - REF. MAT. SCHEDULE SHT. A/A-4.0 16 KITCHEN ISLAND - BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE & FINISH W/. I.D. & OWNER 17 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: 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 FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.5.4.3 & 802.6.1.4) 1/4" = 1'-0"1 TRANSVERSE SECTION - GARAGE 1/4" = 1'-0"3 LONGITUDINAL SECTION - MASTER SUITE NO. REVISION DATE 1/4" = 1'-0"2 TRANSVERSE SECTION - GREAT ROOM EXTERIOR WALL: 2 x 6 CONST. OR LARGER:R-21 MIN. RAISED FLOOR:R-30 MIN. ROOF:R-30 NOTES: 1. REF. T-24 REPORT FOR MORE INFORMATION 2. PROVIDE BID FOR INSULATION OF ENTIRE HOME *TOTAL R-VALUE INCLUDING THE RIDGID AND SPRAYED AIR-IMPERMEABLE INSULATION WHERE OCCURS FOR UNVENTED ASSEMBLY FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00' SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR / WINDOW / WINDOW WALL TAG FIRE RATED CEILING ASS'Y -REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 7/AD-1.0 CONCRETE WALL/PODIUM DECK -PER STRUCT. REF. STRUCT DWGS. –FOR SLAB ON GRADE PROVIDE BASE PER R506.2.2 AND VAPOR RETARDER PER R506.2.3 W/. CAPILLARY BREAK INSULATED BUILDING ENVELOPE -2X STUDS PER PLANS, SEE DIMENSION PLANS FOR MORE INFO –INSULATION PER INSULATION SCHEDULE AND T-24 ENERGY REPORTS UNVENTED ROOF ASSEMBLY ROOF FRAMING -PER STRUCT., REF. STRUCT. DWGS. –UNVENTED ASSEMBLY TO COMPLY W/. SECTION R806.5 OF CRC, AIR- IMPERMEABLE VALUE PER TABLE R806.5 OF CRC VENTED ROOF ASSEMBLY ROOF FRAMING -PER STRUCT., REF. STRUCT. DWGS. – PROVIDE CROSS VENTILATION PER SECTION R806 OF CRC, SEE ROOF PLAN SHEET A-3.0 FOR ATTIC VENT CALC AND MORE INFO FIRST FLOOR (T.O.S.) 11.51' MAX. RIDGE HEIGHT (CNB) 41.94' MAX. RIDGE HEIGHT (CNB) 41.94' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' MAX FLAT (CNB) 36.94' MAX FLAT (CNB) 36.94' GARAGE T.O.C. 13.16' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' FIRST FLOOR F.F. 11.63' HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' 3 A-5.0 3 A-5.1 3 .5:12 3.5:12 PL PL SLOPE PER CIVIL SLOPE PER CIVIL ATTIC 36.41' HT. CERT. REQ'D. 9' - 7 1 / 4 " 9' - 4 1 / 2 " 8' - 6 1 / 4 " 1' - 1 " 1 1 / 2 " 9' - 8 3 / 4 " 9' - 3 " 5 3 6 .5 :1 2 5.5:12 2 A-5.2 HALLWAY STAIRS HALLWAY BEDROOM #2 BATH #1 17 19 16 11 11 9 CL R . 9' - 0 " CL R . 9' - 0 " CL R . 8' - 4 1 / 8 " CL R . 10 ' - 0 " 11 ' - 3 1 / 8 " 9' - 4 1 / 2 " 11 ' - 4 5 / 8 " 9' - 3 " 10 ' - 2 1 / 8 " 1' - 1 " 1 1 / 2 " AB V . F . F . 42 " M I N . 36.63' HT. CERT. REQ'D. PL . H T . 9' - 4 3 / 8 " PL . H T . 9' - 5 " 7 4 2 1 AD-1.0 AD-1.0 23 AD-3.0 4 10 AD-1.0 AD-3.0 4 CITY MAX. HEIGHT 41.94' FIRST FLOOR (T.O.S.) 11.51' MAX. RIDGE HEIGHT (CNB) 41.94' MAX. RIDGE HEIGHT (CNB) 41.94' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' AVERAGE TOP OF CURB (HOA) 12.82' MAX FLAT (CNB) 36.94' MAX FLAT (CNB) 36.94' GARAGE T.O.C. 13.16' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' FIRST FLOOR F.F. 11.63' 1 A-5.0 HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94'DECK PLATE (TYP.) 31.94' MASTER SUITE BEDROOM #3 2-CAR GARAGE F C 1 A CL R . 9' - 0 " CL R . 9' - 0 " 1 2 3 4 5 6 3.5:124.6:1 2 36.73' HT. CERT. REQ'D. PL PL 7 8 9 2% MIN SLOPE SLOPE PER CIVIL 2% MIN SLOPE 2% MIN SLOPE PL . H T . 10 ' - 1 3 / 4 " 11 ' - 3 1 / 8 " 9' - 4 1 / 2 " 10 ' - 2 1 / 8 " 1' - 1 " 1 1 / 2 " 11 ' - 3 1 / 8 " 9' - 3 " 7 ATTIC 9' - 7 1 / 4 " 9' - 4 1 / 2 " 8' - 6 1 / 4 " 1' - 1 " 1 1 / 2 " 9' - 8 3 / 4 " 9' - 3 " SLOPE PER CIVIL AB V . F . F . 42 " M I N . 10 26.26' T.R. CL R . 10 ' - 0 " 1 A-5.1 1 A-5.2 2 A-5.1 2 A-5.0 GREAT ROOM HALLWAY HALLWAY 21 18 15 10 14 CL R . 9' - 0 " CL R . 8' - 4 1 / 8 " R @ 0' -6 5/8"3 5.5:12 36.63' HT. CERT. REQ'D. AB V . F . F . 42 " M I N . 12 24 ' - 0 " AD-3.0 4 AD-3.0 3 AD-3.0 3 AD-3.0 2 16 AD-1.0 8 AD-1.0 AD-1.0 17 A-5.3 2 3 A-5.3 CITY MAX. HEIGHT 41.94' FIRST FLOOR (T.O.S.) 11.51' FIRST FLOOR (T.O.S.) 11.51' MAX. RIDGE HEIGHT (CNB) 41.94' MAX. RIDGE HEIGHT (CNB) 41.94' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' AVERAGE TOP OF CURB (HOA) 12.82' AVERAGE TOP OF CURB (HOA) 12.82' MAX FLAT (CNB) 36.94' MAX FLAT (CNB) 36.94' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' FIRST FLOOR F.F. 11.63' FIRST FLOOR F.F. 11.63' HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' 3 A-5.0 3 A-5.1 2 A-5.2 PL PL SLOPE PER CIVIL SLOPE PER CIVIL ATTIC 3 6 .5:1 2 MASTER W.I.C. MASTER SUITE LAUNDRY BATH #2 FOYERKITCHEN 13 13 CL R . 10 ' - 0 " CL R . 9' - 6 " 2 B 23 ATTIC 5.25:12 4.6:12 36.73' HT. CERT. REQ'D.36.58' HT. CERT. REQ'D.11 9 AB V . F . F . 42 " M I N . CL R . 9' - 0 " CL R . 9' - 0 " CL R . 9' - 0 " 14 11 ' - 3 1 / 8 " 9' - 4 1 / 2 " 11 ' - 3 1 / 8 " 9' - 3 " 1 1 / 2 " 10 ' - 0 5 / 8 " 1' - 1 " 1 1 / 2 " 11 ' - 3 1 / 8 " 9' - 4 1 / 2 " 11 ' - 3 1 / 8 " 9' - 3 " 1 1 / 2 " 10 ' - 0 5 / 8 " 1' - 1 " 1 1 / 2 " CL R . 9' - 0 " 16 AD-1.0 AD-1.0 18 AD-3.0 4 AD-1.0 23 10 AD-1.0 CL R . 10 ' - 3 3 / 8 " AD-3.0 2 AB V . F . F . 42 " M I N . CITY MAX. HEIGHT 41.94' DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: FIRE-BLOCKING & DRAFT STOP NOTESA INSULATION SCHEDULEB ANNOTATION LEGENDC KEYNOTESD BRANDON ARCHITECTS 3/29/23 BUILDING SECTIONS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-5.1 TBD KENNEDY YEAR 1 FIREPLACE - ISOKERN BVETTO MODULAR REFRACTORY PRECAST FIREPLACE, GAS ONLY, DIRECT VENT W/. SEALED COMBUSTION PER ICC ESR-4873 [REF. DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 2 CEILING FRAMING/JOISTS PER STRUCT. - REF. STRUCT. DWGS. 3 WESTCOAT ALX WALKING DECK AND ROOF COVERING SYSTEM RATED CLASS 'A' ASSEMBLY PER ICC# ESR-2201, REF. MAT. SCHED. A/A-4.0 4 CONCRETE SLAB ON GRADE PER STRUCT. - REF. STRUCT. DWGS. - PROVIDE WATERPROOFING AS REQ'D., REF. WATERPROOFING AND DAMPPROOFING NOTES ON B/T-1.1 & SOILS REPORT 5 ROOF FRAMING/RAFTERS PER STRUCT. - REF. STRUCT. DWGS. 6 FIREPLACE - FLARE PREFABRICATED FIREPLACE LISTED TO ANSI Z21.88/CSA 2.33-2014, GAS ONLY,DIRECT VENT W/. SEALED COMBUSTION - specify model, configuration & size here [DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 7 SLATE TILE ROOFING - REF. MAT. SCHEDULE SHT. A/A-4.0 8 STONE CAP - G.C. TO PROVIDE MOCK UP FOR ARCH. APPV. 9 STONE VENEER - REF. MAT. SCHEDULE SHT. A/A-4.0 10 EXTERIOR GLASS HANDRAIL, 34" - 38" ABV. NOSING (36" TYP. U.N.O.), REF. DTL. 2 & 4/AD-1.0 11 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: 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 FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.5.4.3 & 802.6.1.4) 12 A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION 13 DECORATIVE PENDANT LIGHT FIXTURE - TO BE HIGH EFFICIENCY 14 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION - VERIFY WITH I.D. - REF. STRUCT. DWGS. 1/4" = 1'-0"1 TRANSVERSE SECTION - STAIRS 1/4" = 1'-0"3 LONGITUDINAL SECTION - GREAT ROOM NO. REVISION DATE 1/4" = 1'-0"2 TRANSVERSE SECTION - LAUNDRY EXTERIOR WALL: 2 x 6 CONST. OR LARGER:R-21 MIN. RAISED FLOOR:R-30 MIN. ROOF:R-30 NOTES: 1. REF. T-24 REPORT FOR MORE INFORMATION 2. PROVIDE BID FOR INSULATION OF ENTIRE HOME *TOTAL R-VALUE INCLUDING THE RIDGID AND SPRAYED AIR-IMPERMEABLE INSULATION WHERE OCCURS FOR UNVENTED ASSEMBLY FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00' SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR / WINDOW / WINDOW WALL TAG FIRE RATED CEILING ASS'Y -REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 7/AD-1.0 CONCRETE WALL/PODIUM DECK -PER STRUCT. REF. STRUCT DWGS. –FOR SLAB ON GRADE PROVIDE BASE PER R506.2.2 AND VAPOR RETARDER PER R506.2.3 W/. CAPILLARY BREAK INSULATED BUILDING ENVELOPE -2X STUDS PER PLANS, SEE DIMENSION PLANS FOR MORE INFO –INSULATION PER INSULATION SCHEDULE AND T-24 ENERGY REPORTS UNVENTED ROOF ASSEMBLY ROOF FRAMING -PER STRUCT., REF. STRUCT. DWGS. –UNVENTED ASSEMBLY TO COMPLY W/. SECTION R806.5 OF CRC, AIR- IMPERMEABLE VALUE PER TABLE R806.5 OF CRC VENTED ROOF ASSEMBLY ROOF FRAMING -PER STRUCT., REF. STRUCT. DWGS. – PROVIDE CROSS VENTILATION PER SECTION R806 OF CRC, SEE ROOF PLAN SHEET A-3.0 FOR ATTIC VENT CALC AND MORE INFO FIRST FLOOR (T.O.S.) 11.51' MAX. RIDGE HEIGHT (CNB) 41.94' MAX. RIDGE HEIGHT (CNB) 41.94' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' MAX FLAT (CNB) 36.94' MAX FLAT (CNB) 36.94' GARAGE T.O.C. 13.16' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' FIRST FLOOR F.F. 11.63' 1 A-5.0 1 A-5.1 2-CAR GARAGE C 1 A 1 2 3 4 4 .6 :1 2 36.73' PL PL 5 6 2% MIN SLOPE SLOPE PER CIVIL 2% MIN SLOPE 2% MIN SLOPE 11 ' - 3 1 / 8 " 9' - 4 1 / 2 " 10 ' - 2 1 / 8 " 1' - 1 " 1 1 / 2 " 11 ' - 3 1 / 8 " 9' - 3 " ATTIC 9' - 7 1 / 4 " 9' - 4 1 / 2 " 8' - 6 1 / 4 " 1' - 1 " 1 1 / 2 " 9' - 8 3 / 4 " 9' - 3 " SLOPE PER CIVIL CL R . 10 ' - 0 " 1 A-5.2 2 A-5.1 2 A-5.0 2 1 6.1 10 11 K D GREAT ROOM FOYER BEDROOM #1 BEDROOM #2LAUNDRYMASTER BATHWET ROOM BATH #3 W/C. 5.5:12 3.5:12 36.63' HT. CERT. REQ'D. AB V . F . F . 42 " M I N . AD-3.0 4 AD-1.0 17 16 AD-1.0 AD-1.0 18 CL R . 9' - 0 " CL R . 9' - 0 " CL R . 9' - 0 " CL R . 9' - 0 " CL R . 9' - 0 " CL R . 9' - 1 1 / 2 " CL R . 10 ' - 0 " 8 AD-1.0 8 AD-1.0 A-5.3 4 3 A-5.3 6.5:12 5 .5:1 2 CITY MAX. HEIGHT 41.94' FIRST FLOOR (T.O.S.) 11.51' FIRST FLOOR (T.O.S.) 11.51' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.14' ROOF PLATE (TYP.) 32.14' MAX FLAT (CNB) 36.94' MAX FLAT (CNB) 36.94' SECOND FLOOR F.F. 22.89' SECOND FLOOR F.F. 22.89' FIRST FLOOR F.F. 11.63' FIRST FLOOR F.F. 11.63' HOA MAX HEIGHT 36.82' HOA MAX HEIGHT 36.82' 3 A-5.0 3 A-5.1 2 A-5.2 PL PL SLOPE PER CIVIL SLOPE PER CIVIL 2 6.5:1 2 HALLWAY BEDROOM #1 5.25:12 36.58' HT. CERT. REQ'D. CL R . 10 ' - 0 " 7 11 ' - 3 1 / 8 " 9' - 4 1 / 2 " 11 ' - 3 1 / 8 " 9' - 3 " 1 1 / 2 " 10 ' - 0 5 / 8 " 1' - 1 " 1 1 / 2 " 11 ' - 3 1 / 8 " 9' - 4 1 / 2 " 11 ' - 3 1 / 8 " 9' - 3 " 1 1 / 2 " 10 ' - 0 5 / 8 " 1' - 1 " 1 1 / 2 " 10 AD-1.0 13 AD-1.0 AD-3.0 4 16 AD-1.0 8 8 AB V . F . F . 42 " M I N . 36.73' HT. CERT. REQ'D.9 R @ 0' -7 3/4"16 TYP. 11" TY P . 7 3 / 4 " 5 4' - 4 3 / 4 " AD-1.0 23 KITCHEN ATTIC CL R . 10 ' - 0 " 10 11 11 12 12 2 16.119 BATH #2LAUNDRY 2% MIN. SLOPE 2% MIN. SLOPE CL R . 9' - 0 " CL R . 9' - 0 " CL R . 9' - 0 " CITY MAX. HEIGHT 41.94' DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: FIRE-BLOCKING & DRAFT STOP NOTESA INSULATION SCHEDULEB ANNOTATION LEGENDC KEYNOTESD BRANDON ARCHITECTS 3/29/23 BUILDING SECTIONS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 CDP -RESUBMITTAL #3 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-5.2 TBD KENNEDY YEAR ROOF FRAMING/RAFTERS PER STRUCT. - REF. STRUCT. DWGS. 1 FIREPLACE - ISOKERN BVETTO MODULAR REFRACTORY PRECAST FIREPLACE, GAS ONLY, DIRECT VENT W/. SEALED COMBUSTION PER ICC ESR-4873 [REF. DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 2 WESTCOAT ALX WALKING DECK AND ROOF COVERING SYSTEM RATED CLASS 'A' ASSEMBLY PER ICC# ESR-2201, REF. MAT. SCHED. A/A-4.0 3 CONCRETE SLAB ON GRADE PER STRUCT. - REF. STRUCT. DWGS. - PROVIDE WATERPROOFING AS REQ'D., REF. WATERPROOFING AND DAMPPROOFING NOTES ON B/T-1.1 & SOILS REPORT 4 ROOF FRAMING/RAFTERS PER STRUCT. - REF. STRUCT. DWGS. 5 STONE CAP - G.C. TO PROVIDE MOCK UP FOR ARCH. APPV. 6 STONE VENEER - REF. MAT. SCHEDULE SHT. A/A-4.0 7 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 1/AD-1.0 8 A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION 9 EXTERIOR GLASS GUARDRAIL , TEMPERED & LAMINATED - MIN. 42" HIGH ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 10 KITCHEN ISLAND - BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE & FINISH W/. I.D. & OWNER 11 DECORATIVE PENDANT LIGHT FIXTURE - TO BE HIGH EFFICIENCY 12 WASHER/DRYER AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - SEE WASHER & DRYER NOTE ON B/T-1.1 FOR MORE INFO AND REQS. 1/4" = 1'-0"2 LONGITUDINAL SECTION - GREAT ROOM NO. REVISION DATE 1/4" = 1'-0"1 TRANSVERSE SECTION - OUTDOOR STAIRS