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HomeMy WebLinkAboutPA2021-231_20220324_PLANS_APPROVEDDATE 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 BRANDONARCHITECT 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 OWNER / BUILDER GEOTECHNICAL ENGINEER SURVEYORARCHITECTS, INC.BRANDON ARCHITECTS 03.16.22 TITLE SHEETDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 T-1.0 DEYOUNG RESIDENCE 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 CD2021-061 (PA2021-231) JUSTIN JOHNSTON ROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 ROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 COAST GEOTECHINCAL, INC. 1200 WEST COMMONWEALTH AVE FULLERTON, CA 92833 P: 714.870.1211 PAUL D. CRAFT, P.L.S. 8516 APEX LAND SURVEYING INC. 17853 SANTIAGO BLVD., STE. 107-285 VILLA PARK, CA 92861 P: 714.488.5006 DAVID A. PEDERSEN 20271 ACACIA ST. STE. 120 NEWPORT BEACH, CA 92660 P: 949.251.8999 E: DAVE@DPLANDSCAPE.COM TBD ESI/FME INC. 1800 EAST 16TH ST., UNIT B SANTA ANA, CA 92701 P: 657-335-4122 FORKER ENGINEERING & SURVEYING, INC. TOM RUIZ 22311 BROOKHURST ST. HUNTINGTON BEACH, CA 92646 P: 714.963.6793 ENERGY CODE WORKS, INC. 2600 MICHELSON DRIVE, SUITE 1700 IRVINE, CA 92612 P: 800.700.0131 TBD LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-1 SINGLE-UNIT RESIDENTIAL FLOOD HAZARD ZONE: AE8 SITE AREA:4,012 S.F. BUILDABLE AREA: 2,892 S.F. TOTAL ALLOWABLE AREA: 2 X 2,892 S.F. = 5,784 S.F. OPEN AREA REQUIRED: 0.15 X 2,892 S.F. = 434 S.F. EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED ZONING INFORMATION: FRONT SETBACK: 10 FT. REAR SETBACK: 0 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. HOA LEFT SETBACK:4 FT HOA RIGHT SETBACK:4 FT. APN: 049 191 29 LOT 3, TRACT NO. 1014, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA CODES:NBMC (NEWPORT BEACH MUNICIPAL CODE) 2019 CRC, 2019 CFC, 2019 CEC, AND 2019 CMC 2019 CALGREEN AND 2019 CAL. ENERGY CODE, 2019 CPC, AND 2018 ISPSC 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 2 -LEVELS FLOOR AREA REF. 7/T-1.0 ALLOWABLE BLDG. AREA (PER CBC TBL. 503)N/A. 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, CONSTRACTOR 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. 3.3KW DC) + 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 12.02.010) THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA IN THE AREA KNOWN AS BAYSHORES ON THE EAST SIDE WATERFRONT ON BAY SHORE DRIVE. THE LOT IS APPROXIMATELY 40' WIDE BY 100' DEEP, IT IS ZONED AS R-1. THE PROPERTY INLCUDES AN EXISTING SINGLE FAMILY RESIDENCE AND GARAGE TO BE DEMOLISHED. THE CLIENT PROPOSED TO BUILD A NEW 2-STORY SINGLE FAMILY RESIDENCE OF APPX. 4,031 INCLUDING AN ATTACHED 2-CAR GARAGE OF APPX. 478 S.F., WOOD FRAMED WITH A SLAB ON GRADE FOUNDATION. THE PROJECT WILL BE OF A TRADITIONAL DESIGN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN 'OPEN' LIVING PLAN WHICH MAXIMIZES BAY VIEWS FROM LIVING SPACES AS WELL AS OUTDOOR PATIOS AND BALCONIES. THE EXTERIOR WILL BE PRIMARILY STONE VENEER, WOOD SIDING, AND WOOD SHINGLES WITH WOOD SHINGLE ROOFING. THE DESIGN CONSISTS OF A MASTER SUITE WITH EN-SUITE BATH AND WALK-IN-CLOSET, TWO (2) SECONDARY BEDROMS WITH EN-SUITE BATHS, LAUNDRY, KITCHEN WITH A BUTLER'S KITCHEN, DINING , AND GREAT ROOM. BUILDING AREA SCHEDULE (HOA) LIVING FIRST FLOOR LIVING 1695 SF SECOND FLOOR LIVING 1919 SF 3614 SF GARAGE GARAGE 478 SF 478 SF GRAND TOTAL 4092 SF OUTDOOR AREA SCHEDULE REAR BALCONY 51 SF PATIO 788 SF MASTER BALCONY 48 SF SPA 111 SF GRAND TOTAL 997 SF BUILDING AREA SCHEDULE (CITY) LIVING FIRST FLOOR LIVING 1633 SF SECOND FLOOR LIVING 1919 SF 3553 SF GARAGE GARAGE 478 SF 478 SF GRAND TOTAL 4031 SF TOTAL LIVING TOTAL GARAGE TOTAL LIVING TOTAL GARAGE ROOF AREA SCHEDULE SLOPED ROOF 2026 SF FLAT ROOF 48 SF GRAND TOTAL 2074 SF TOTAL OPEN AREA FIRST FLOOR OPEN AREA 641 SF SECOND FLOOR OPEN AREA 731 SF GRAND TOTAL 1373 SF LANDSCAPE AREA SCHEDULE LANDSCAPE AREA 687 SF GRAND TOTAL 687 SF NO. REVISION DATE C.N.B. NOTES THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTION 15.02.095. FLOOD HAZARD NOTES A. A LICENSED CURVEYOR 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. B. AN APPROVED EC MUST BE SUBMITTED TO THE BUILDING DEPARTMENT IINSPECTOR DURING FINAL INSPECTION. C. ALL MECHANICAL, GAS, AND ELECTRICAL EQUIPMENT SERVICING THE BUILDING (INCLUDING DUCTS) MUST BE AT LEAST ONE FOOT ABOVE THE BFE (NAVD88). SHEET DRAWING TITLE T-1.0 TITLE SHEET T-1.1 ARCHITECTURAL GENERAL NOTES T-1.2 SUPPLEMENTAL DOC. & NOTES T-1.3 CALGREEN STANDARDS SUR TOPOGRAPHIC SURVEY C1 TITLE SHEET C2 PRECISE GRADING PLAN C3 SECTIONS C4 CONSTRUCTION POLLUTION PREVENTION PLAN (EROSION CONTROL PLAN) C5 SOILS REPORT RECOMMENDATIONS L-1 COVER SHEET L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION DETAILS L-4 LIGHTING PLAN L-5 IRRIGATION PLAN L-6 IRRIGATION DETAILS L-7 PLANTING PLAN L-8 IRRIGATION AND PLANTING SPECIFICATIONS A-0.0 ARCHITECTURAL SITE PLAN A-0.1 SLAB EDGE PLAN A-0.2 AREA PLANS A-1.0 3D VIEWS A-2.0 FLOOR PLANS A-2.1 DIMENSION PLANS A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS A-4.1 EXTERIOR ELEVATIONS A-5.0 BUILDING SECTIONS A-5.1 BUILDING SECTIONS A-6.0 REFLECTED CEILING PLANS A-7.0 DOOR & WINDOW SCHEDULE AD-1.0 ARCHITECTURAL DETAILS AD-2.0 DOOR AND WINDOW DETAILS E-1.0 SCHEMATIC ELECTRICAL PLANS DEFINITIONS: (AS USED IN THESE SPECIFICATIONS) OWNER SHALL MEAN: ROGER DEYOUNG ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC. CONTRACTOR SHALL MEAN:LICENSED GENERAL CONTRACTOR HIRED TO PERFORM THE WORK UNDER THIS CONTRACT SPECIFICATIONS SHALL MEAN:WRITTEN SPECIFICATIONS IN THE PLANS OR THE "PROJECT MANUAL" (IF PROVIDED FOR THIS PROJECT) CONTRACT DOCUMENTS SHALL MEAN: WORKING DRAWINGS APPROVED FOR BUILDING PERMIT, PLUS ANY CHANGE ORDERS OR ADDENDA TO SAME. ARCHITECTURAL GENERAL NOTES: 1. CODES/GENERAL PROVISIONS: ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE APPLICABLE BUILDING CODES AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, SUB-CONTRACTORS, AND ANYONE SUPPLYING LABOR AND/OR MATERIAL TO BRING TO THE ATTENTION OF THE ARCHITECT (VERBALLY AND IN WRITING) ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODES AND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE AS LISTED IN "CODE REVIEW" BOX. (T-1.0) ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: -THE CALIFORNIA BUILDING CODES, 2019 EDITIONS, AND ALL APPLICABLE RELATED SPECIALTY CODES. -THE FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT"). -THE CITY OF NEWPORT BEACH MUNICIPAL CODE INCLUDING ANY WORK TIME RESTRICTION AND ANY AMENDMENT TO CALIFORNIA BUILDING CODES. -THE MANUFACTURER'S REQUIREMENTS OF RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. 2. FEES: CONTRACTOR AND HIS SUB-CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, CONSTRUCTION TAXES AND FEES REQUIRED BY CITY, COUNTY AND STATE LAWS EXCEPT THE GENERAL BUILDING PLAN CHECK FEE AND REQUIRED REFUNDABLE DEPOSITS WHICH WILL BE PAID BY THE OWNER. CONTRACTOR SHALL ARRANGE FOR ALL METER INSTALLATIONS AND PAY ALL FEES FOR SAID METERS. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE. 3. CONTRACTOR'S SURVEY: CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH THOSE SHOWN ON THE DRAWINGS AND SHALL VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS. 4. COORDINATION OF CONSTRUCTION: CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURACY OF DETAILS; FOR CONFIRMING AND COORDINATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY AND PERFORMANCE OF ALL WORK IN A SAFE AND SATISFACTORY MANNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK INCLUDING THAT OF THE SUB-CONTRACTORS. CONTRACTOR SHALL PROVIDE SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR AGREES TO BIND EVERY SUB- CONTRACTOR BY THE TERMS OF THE CONTRACT AS FAR AS SUCH TERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK. 5. CLEAN-UP: ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESS MATERIAL SHALL BE LAWFULLY REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTOR. 6. TESTS AND PERMITS: CONTRACTOR SHALL ARRANGE FOR, AND SECURE REQUIRED TESTS, PERMITS AND INSPECTIONS, AND SHALL BEAR COSTS FOR SAME. 7. GUARANTEES: CONTRACTOR SHALL GUARANTEE ALL WORK, MATERIALS AND PRODUCTS FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK AND CONTRACTOR SHALL REPAIR OR REPLACE, OR CAUSE TO BE REPAIRED OR REPLACED ANY OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN DOING SO, THAT MAY PROVE DEFECTIVE WITHIN ONE YEAR, WITHOUT ADDITIONAL EXPENSE; ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. EXCEPTIONS TO ONE YEAR GUARANTEE ARE SPECIFIED IN OTHER SECTIONS OF THE PROJECT MANUAL OR DRAWINGS. STATE LAW, OR MANUFACTURER'S GUARANTEE SHALL GOVERN IF LENGTH AND TYPES OF GUARANTEES ARE MORE STRICT OR FOR LONGER PERIODS. IT IS UNDERSTOOD BY CONTRACTOR THAT IT IS HIS RESPONSIBILITY TO PROVIDE MATERIALS AND CONSTRUCTION WHICH WILL YIELD A REASONABLE VALUE OVER A PERIOD OF TIME WHICH MAY EXCEED THE SPECIFIED GUARANTEE AND WARRANTY PERIODS. CONTRACTOR SHALL BE RESPONSIBLE FOR A WEATHER TIGHT BUILDING, FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP. EACH SUB-CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE STATING THAT WORK EXECUTED BY HIM IS FREE AND WILL REMAIN FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE OF HIS WORK BY OWNER, AND THAT REPAIR AND REPLACEMENT OF SUCH DEFECTIVE WORK AND ALL OTHER WORK DAMAGED AS A RESULT THEREBY WILL BE EXECUTED IN A TIMELY MANNER AT THE CONVENIENCE OF THE OWNER AND WITHOUT COST TO OWNER. 8. WAIVER OF LIENS: CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BY ALL SUBCONTRACTORS AND SUPPLIERS, OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE. 9. ROLL OF ARCHITECT DURING CONSTRUCTION: THE ARCHITECT WILL NOT ACT AS THE OWNER'S REPRESENTATIVE DURING CONSTRUCTION. ARCHITECT WILL ADVISE AND CONSULT WITH OWNER. ARCHITECT WILL OBSERVE CONSTRUCTION PER HIS/HER AGREEMENT WITH OWNER AND RENDER INTERPRETATIONS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF THE WORK IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. ARCHITECT WILL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. ANY VERBAL INSTRUCTION OR AUTHORIZATION THAT IS CONFIRMED BY LETTER, MEETING NOTE, MEMORANDA, OR THE LIKE, (WITH A COPY SENT TO THE OWNER, OR THE OWNER'S REPRESENTATIVE) & THERE IS NO EXCEPTION TAKEN WITHIN (10) CALENDAR DAYS, SHALL BE DEEMED EQUIVALENT TO RECEIPT OF WRITTEN INSTRUCTION, APPROVAL AND AUTHORIZATION FROM THE OWNER. 10. A.I.A. GENERAL CONDITIONS: THE CURRENT GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY AS THOUGH IT WERE PART OF THESE DOCUMENTS UNLESS SPECIFICALLY MODIFIED IN THE OWNER/CONTRACTOR AGREEMENT. A COPY OF SAID GENERAL CONDITIONS MAY BE OBTAINED FROM THE ARCHITECT UPON REQUEST. THE NOTES CONTAINED IN THESE "GENERAL NOTES" ON THIS SHEET ARE INTENDED TO SUMMARIZE AND COMPLIMENT THE A.I.A. GENERAL CONDITIONS. THE A.I.A. GENERAL CONDITIONS SHALL TAKE PRECEDENCE OVER THESE NOTES SHOULD A CONFLICT IN WORDING OCCUR. 11. EXTRAS: OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED TO THE MUTUAL SATISFACTION OF THE OWNER AND CONTRACTOR. BEFORE ANY CHANGES ARE BEGUN, THE ADDED OR DEDUCTED SUM SHALL BE PRESENTED TO OWNER IN WRITING FOR APPROVAL. 12. SUBSTITUTIONS: SUBSTITUTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB-CONTRACTORS CONTRARY TO DRAWINGS AND SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL OR DENIAL. IF MORE THAN ONE MANUFACTURER IS SPECIFIED IN THE PLANS OR SPECIFICATIONS, IT SHALL BE THE CONTRACTOR'S OPTION TO SELECT THE ONE WHICH HE MAY DESIRE. IF MORE THAN ONE FINISH OR STYLE IS AVAILABLE IN THE ITEM SPECIFIED, CONTRACTOR SHALL BE OBLIGATED TO NOTIFY ARCHITECT VERBALLY AND IN WRITING OF THIS FACT FOR ARCHITECT'S AND OWNER'S DECISION. WHERE THE TERM "OR EQUAL" IS USED IN DRAWINGS OR SPECS IT SHALL BE UNDERSTOOD THAT THE REFERENCE IS MADE SUBJECT TO THE RULING AND JUDGMENT OF THE ARCHITECT AND SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ACTUAL SAMPLES OF THE SUBSTITUTIONS SHALL ALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 13. INSURANCE: CONTRACTOR SHALL CARRY GENERAL LIABILITY INSURANCE WITH BROAD FORM PROPERTY DAMAGE ENDORSEMENT AND CONTINGENT LIABILITY ENDORSEMENT. OWNER AND ARCHITECT SHALL BE LISTED AS ADDITIONAL INSURERS UNDER THE POLICY WITH WAIVER OF SUBROGATION. CONTRACTOR SHALL FURNISH OWNER WITH A CERTIFICATE OF INSURANCE WITH A 30 DAY NOTICE OF CANCELLATION. OWNER SHALL OBTAIN A BUILDER'S RISK POLICY WITH ARCHITECT NAMED AS AN ADDITIONAL INSURED WITH WAIVER OF SUBROGATION. 14. SCOPE OF DRAWINGS AND SPECIFICATIONS: THESE DRAWINGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A CONSTRUCTIBLE BUILDING. PARTS AND DETAILS NOT FULLY SHOWN OR DESCRIBED SHALL BE DETAILED AND EXECUTED ACCORDING TO STANDARD FIRST CLASS PRACTICE AND IN SIMILAR MANNER AND SPIRIT OF THE DETAILS WHICH ARE SHOWN ON THE DRAWINGS AND/OR DESCRIBED IN THE PROJECT MANUAL. IF CONTRACTOR OR SUB-CONTRACTOR FINDS ANY DETAILS WHICH, IN HIS OPINION, ARE UNSOUND, UNSAFE, OR NOT WATERPROOF, IT IS HIS DUTY TO NOTIFY ARCHITECT IN WRITING OF THIS FACT. IF WORK IS PERFORMED AS DETAILED, IT WILL BE ASSUMED THAT THERE ARE NO OBJECTIONS TO THE DETAIL. ACCURACY OF ALL DIMENSIONS SHALL BE CHECKED. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS. IN USING THESE PLAN FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD. THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. SCHEMATIC PLANS ARE INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS (E.G. SCHEMATIC ELECTRICAL PLANS). 15. DIMENSIONS ON DRAWINGS: FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE, AND DETAIL DRAWINGS IN PREFERENCE TO SMALL SCALE DRAWINGS. SUB-CONTRACTOR AND CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD PRIOR TO ANY WORK BEING CONSTRUCTED OR MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTEN NOTES AND SCHEDULES ON DRAWINGS SHALL BE FOLLOWED IN PREFERENCE TO INFORMATION FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILED DRAWINGS FURNISHED DURING CONSTRUCTION OR APPROVED BY CONTRACTOR OR ARCHITECT ARE TO BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAWINGS AND SPECIFICATIONS. NOTES, FIGURES AND DETAILS ON SAID DRAWINGS SHALL BE FOLLOWED AND EXECUTED AS IF PART OF THESE DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED UNLESS PERMITTED BY THE ARCHITECT. DIMENSIONS SHALL GOVERN. ALL EXTERIOR DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, UNLESS OTHERWISE NOTED ON DRAWINGS. INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED ON DRAWINGS. WHERE DIMENSION IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH TO FACE OF FINISH OF EACH MATERIAL. PLUS OR MINUS (+/-) DIMENSIONS SHALL NOT VARY BY MORE THAN 2" WITHOUT APPROVAL BY ARCHITECT. WALL ANGLES ARE EITHER 90° OR 45° UNLESS NOTED OTHERWISE. 16. SUBMITTALS, MEETING NOTES, BULLETINS, AND MEMOS: SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201-2017; AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. ARCHITECT, FROM TIME TO TIME, WILL ISSUE CONSTRUCTION NOTES OR MEMOS REGARDING CONSTRUCTION ISSUES THAT HAVE ARISEN SINCE THE DRAWINGS AND SPECIFICATIONS WERE COMPLETED. CONTRACTOR SHALL REVIEW THESE WRITTEN DOCUMENTS AND INCORPORATE THEM INTO THE PROJECT. ANY QUESTIONS OR OBJECTIONS AS TO THE INTENT OF THE WRITTEN DOCUMENT ITEMS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DISCUSSION AND OR CLARIFICATION. ANY ITEM THAT RESULTS IN A CHANGE TO THE COST OR TIMING OF THE PROJECT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO EXECUTING. CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND/OR FABRICATION. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CUTS FOR ALL FIXTURES AND EQUIPMENT CALLED FOR ON THE CONSTRUCTION DOCUMENTS TO ARCHITECT INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, HARDWARE, PLUMBING FIXTURES, KITCHEN EQUIPMENT, ETC. BY SUBMITTING SHOP DRAWINGS AND PRODUCT DATA, THE CONTRACTOR REPRESENTS THAT HE/SHE HAS VERIFIED FIELD CONDITIONS, DIMENSIONS AND RELATED CONSTRUCTION AND HAS COORDINATED THE SUBMISSION CONSTRUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFICATION OF ADHERENCE TO THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL MEANS AND METHODS AND ERRORS AND OMISSIONS ON THEIR DRAWINGS. CONTRACTOR TO SUBMIT A COMPLETE SHOP DRAWINGS AND OR SUBMITTAL FOR APPROVAL BEFORE COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. SUBMIT SAMPLES FOR INITIAL SELECTION PURPOSES OF ACTUAL VENEERS SHOWING A FULL RANGE OR GRAIN VARIATION, FINISH AND PATTERNS PROPOSED. SUBMIT SAMPLES AS REQUIRED UNTIL APPROVED BY ARCHITECT. SAMPLES SHALL BE 12" X 12" MIN., ONE UNIT OF EACH TYPE AND FINISH. 17. ERRORS AND OMISSIONS: ERRORS OR OMISSIONS WHICH APPEAR ON THE DRAWINGS, IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR AND TO THE CONTRACTOR BY THE SUB-CONTRACTOR IN WRITING. IN EVENT OF FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME. HOWEVER, DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOT THE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN BOTH. 18. BARRICADES: CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY PROTECTIVE BARRICADES, FENCES AND OTHER SAFEGUARDS FOR THE PROTECTION OF THE WORKERS AND THE PUBLIC. THESE BARRICADES SHALL BE CONSTRUCTED AND BE LOCATED AS SHALL BE DETERMINED BY LOCAL AUTHORITIES AND CODES. 19. TEMPORARY BRACING: AT ALL TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION OF PROJECT OR ITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE STRUCTURAL FRAME OR REPLACEMENT AND PERMANENT CONNECTION OF COMPONENT MEMBERS TO THE STRUCTURAL FRAME, SUB-CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN PROPERLY DESIGNED AND CONSTRUCTED TEMPORARY BRACING OF ADEQUATE STRENGTH TO PREVENT DISLOCATION, DISTORTION, CRACKING, FALLING OFF, OR ANY OTHER DAMAGE TO WORK OR ANY OF ITS COMPONENT PARTS DUE TO FORESEEABLE NORMAL AS WELL AS NOT FORESEEABLE EXCESSIVE WIND AND EARTHQUAKE FORCES WITHOUT ADDITIONAL COST TO OWNER. CONTRACTOR AND HIS SUBCONTRACTORS SHALL, AT THEIR EXPENSE, REPLACE OR REPAIR, AS DIRECTED, DAMAGED PORTIONS OF THEIR WORK OR COMPONENT PARTS. 20. TOXIC SUBSTANCES REMOVAL: PRIOR TO ANY WORK BEING PERFORMED, WHENEVER THERE ARE EXISTING STRUCTURES TO BE REMOVED OR ALTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND REMOVAL OF ANY TOXIC MATERIALS OR SUBSTANCES AS REQUIRED BY THE STATE OF CALIFORNIA INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD PAINTS, MOLD, ETC. REMOVAL AND DISPOSAL SHALL FOLLOW STATE MANDATED METHODS, PROCEDURES, DOCUMENTATION AND APPLICATION REQUIREMENTS. 21. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ ENGINEER WHOSE SIGNATURE APPEARS HERON. 22. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES. 23. REFERENCES TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. 24. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS 25. MAINTENANCE INFORMATION: THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER AT OCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS, AND MANUFACTURED INFORMATION FOR ALL FEATURES, MATERIALS, AND COMPONENTS AND MANUFACTURED DEVICES THAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLE AND/OR PUBLICATION NUMBER, THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF FEATURE, MATERIAL, COMPONENT, OR MANUFACTURED DEVICE. (SEE CALGREEN NOTES FOR ADDITIONAL REQUIREMENTS OF OPERATION & MAINTENANCE MANUAL) 26. GENERAL CONTRACTOR, CONTRACTORS, SUB-CONTRACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH WORK. IF DISCREPANCIES ARE APPARENTLY OBSERVED OR INFORMATION APPARENTLY IS THOUGHT TO BE MISSING, NOTIFY ARCHITECT WITHIN 24 HOURS WITH SKETCH, DRAWING, PDF, PHOTOCOPIES WITH LEGIBLE HANDWRITTEN NOTES AND/OR WRITING (FAX, EMAIL OR CORRESPONDENCE). IF CONFLICT WITH EXISTING CONDITIONS, PROVIDE DOCUMENTATION (PHOTOS, SKETCHES, DWGS) OF EXISTING CONDITIONS AND SUGGEST PROPOSAL(S) FOR SOLUTION (SKETCH, DRAWING, AND/OR WRITING). IN CASE OF ANY DISCREPANCIES, THE ARCHITECT IS THE SOLE INTERPRETER OF THE CONTRACT DOCUMENTS. 27. CONTRACTOR SHALL NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. BID SHALL BE BASED ON THE MOST STRINGENT REQUIREMENT. 28. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS. 29. CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION, AND SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL TIMES. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DUST FROM RISING. 30. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN-UP. ANY DAMAGE TO EXISTING STRUCTURES DURING THE CONSTRUCTION OR THE NEW WORK SHALL BE REPAIRED TO EQUIVALENT OR BETTER THAN ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE. 31. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS DURING ALL PHASES OF CONSTRUCTION. 32. CONTRACTOR TO REMOVE, RELOCATE OR RE-ROUTE, AS NECESSARY, ELECTRICAL, TELEPHONE, WATER, SEWER, GAS OR ANY OTHER UTILITY LINES ENCOUNTERED AND SHALL COORDINATE THIS WORK WILL ALL LOCAL UTILITY COMPANIES. 33. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROTECTION FOR PORTIONS OF THE WORK THAT BECOME EXPOSED TO WEATHER AND SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY INSUFFICIENT PROTECTION. 34. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. 35. CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL AN AUTHORIZATION TO PROCEED; SIGNED BY THE ARCHITECT & OWNER'S REPRESENTATIVE IS RETURNED TO THE GENERAL CONTRACTOR. 36. CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE-RATED SEPARATION WITHIN THE BUILDING'S CONSTRUCTION IS REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND COMBINATION OF MATERIALS WITHIN FIRE RATED ASSEMBLIES, AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS, ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE SEPARATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ANY CHANGE IN MATERIAL THAT IS REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR ITS SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAY AFFECT OR LESSEN THE REQUIRED CONSTRUCTION ASSEMBLY INTEGRITY. SPECIFIC SEQUENCES OR METHODS OF ACHIEVING FIRE RATED ASSEMBLIES REQUIRED BY A "U.L. NO." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE NOTED OR DETAILED. 69. CONTRACTOR TO FURNISH AND INSTALL ALL BLOCKING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, TOILET FIXTURES, AND ACCESSORIES OR 'BY OTHER' ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKING SHALL BE CONSTRUCTED TO SUPPORT THE IMPOSED LOAD. 37. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS AND REQUIRED BY CODE. 38. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNER/VENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES. 39. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE MANUFACTURERS. 40. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS-BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES AND REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. 41. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL CARPETED AREAS, CLEAN ALL FLOORING, MILLWORK, LIGHT FIXTURES, GLASS, ETC. AND UNCOVER AND VACUUM OUT ALL MECHANICAL UNITES AFTER THE WORK IS COMPLETED AND MAINTAIN CLEAN CONDITIONS THROUGH THE TENANT'S MOVE-IN. 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). 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. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP. RECESSED CONDITIONS. DUCTS PENETRATION: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE (R302.5.2) STAIRWAY ILLUMINATION: 1.INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT- CANDLE (11 LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. (R303.7) EXCEPTION:A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. 2.EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. (R303.8) GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. ALL FIXTURES AND FITTINGS SHALL COMPLY WITH THE MAX FLOW RATE SET BY CALGREEN (CALIFORNIA GREEN BUILDING STANDARD CODE) AND CALIFORNIA PLUMBING CODES. G.C. TO VERIFY PRIOR TO PURCHASE AND INSTALL OF ANY FIXTURE AND FITTING 2. MAX. TEMP. OF 120° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCE W/. ASSE 1070/ASME A112.1070/CSA B125.70 @ SHOWERS & TUBS. 3. MAX. TEMP. OF 110° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCE W/. ASSE 1070/ASME A112.1070/CSA B125.70 @ BIDETS. 4. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 5. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 6. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 7. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. MATERIALS & FINISHES: 1. WALLS COVERINGS AND FLOOR OF SHOWERS AND BATHTUBS WITH A SHOWER HEAD SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 72-INCHES ABOVE THE FLOOR. PROVIDE CEMENT BOARD, CEMENT PLASTER BACKING, OR TILE BACKBOARD FOR TILE FINISH. (CRC R307.2) 2. INSTALL MIN. 5/8" TYPE 'X' MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS. FIREPLACES: 1. 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) 2. FACTORY BUILT WOOD BURNING FIREPLACES SHALL BE QUALIFIED AT THE U.S. EPA’S VOLUNTARY FIREPLACE PROGRAM PHASE 2 EMISSIONS LEVEL. (CRC 1004.1.1) 3. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1005.2 & CMC 802.5.1.1 & CMC 802.5.4.3) 4. HORIZONTAL OPENINGS ARE NOT ALLOWED, FOR EXHAUST VENTS, IN WALLS CLOSER THAN 3 FEET TO A PROPERTY LINE. (TABLES R302.1(1)&(2)). HORIZONTAL VENT CAPS SHALL BE 2 FEET CLEAR FROM PROPERTY LINES. 5. EXHAUST OPENINGS SHALL NOT BE DIRECTED ONTO WALKWAYS. (R303.5.2) 6. SOLID FUEL BURNING FIREPLACES (IF PERMISSIBLE): A. PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX OF A SOLID FUEL BURNING FIREPLACE. B. SOLID FUEL BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES. C. CHIMNEY SHALL EXTEND AT LEAST 2 FT. HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 FT., BUT SHALL NOT BE LESS THAN 3 FT. ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. (CRC R1003.9) D. LIQUID FUELED FIREPLACES ARE NOT ALLOWED FOR INTERIOR USE. 7. ANY INSTALLED GAS FIREPLACE SHALL BE DIRECT VENT SEALED-COMBUSTION PER CAL GREEN SECTION 4.503. POOL: 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. (CBC 3109 & ISPSC 305) WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. WASHER & DRYER NOTE: 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. (CMC 504.4.2.1) DRYER VENT TERMINATION MUST BE 3-FEET FROM OPENINGS INTO THE BUILDING (DOORS AND OPERABLE WINDOWS), 10-FEET FROM FORCED AIR INLET, AND 3-FEET FROM PROPERTY LINE (NOT TO DISCHARGE ONTO A PUBLIC WALKWAY). (CMC 502.2.1) IF DRYER LOCATED IN A CLOSET PROVIDE A MIN. 100 SQ.IN. OPENING IN THE CLOSET DOOR. (CMC. 504.4.1) *HERS VERIFICATION REQUIRED-REFERENCE T-24.1 &AND .ANGLE @ AT C.L. CENTERLINE ∅DIAMETER, ROUND .PERPENDICULAR # POUND OR NUMBER A.B.ANCHOR BOLT ABV. ABOVE A/C.AIR CONDITIONING A.C.ASPHALT CONCRETE ACOUS ACOUSTICAL A.D.AREA DRAIN ADH. ADHESIVE ADJ. ADJUSTABLE, ADJACENT AL.ALUMINUM ALT.ALTERNATE ANOD.ANODIZED A.P.ACCESS PANEL APPX. APPROXIMATE APPV'D. APPROVED ARCH.ARCHITECTURAL,ARCHITECT ASB. ASBESTOS ASSY. ASSEMBLY AUTO.AUTOMATIC B. BATHROOM BD. BOARD BEL. BELOW BET. BETWEEN BIT. BITUMINOUS BLDG.BUILDING BLK. BLOCK BLK'G.BLOCKING BM. BEAM B.O.BY OWNER, BY OTHERS BOT. BOTTOM BR. BEDROOM B.W. BACK OF WALL, BOTTOM OF WALL CAB. CABINET C.B.CATCH BASIN C.B.C. CALIFORNIA BUILDING CODE C.R.C. CALIFORNIA RESIDENTIAL CODE CEM.CEMENT C.G.CORNER GUARD CHAN.CHANNEL CHG.CHANGE C.I. CAST IRON C.J. CONTROL / CONSTRUCT./CEILING JOINT CLG. CEILING CLKG. CAULKING CLR. CLEAR, CLEARANCE CNTR.COUNTER CONC.CONCRETE COND.CONDITION CONST. CONSTRUCT, CONSTRUCTION CORR.CORRIDOR, CORROSIVE CTSK. COUNTER SINK, COUNTERSUNK CTR. CENTER DBL. DOUBLE DECO.DECORATIVE DEPT. DEPARTMENT DET. DETAIL D.F.DRINKING FOUNTAIN, DOUGLAS FIR DIA.DIAMETER DIAG. DIAGONAL DIM. DIMENSION DN. DOWN DR. DOOR D.S.DOWNSPOUT D.S.P. DRY STANDPIPE DWG. DRAWING(S) E. EXISTING, EAST, ENTRY, EACH E.J. EXPANSION JOINT ELEC. ELECTRIC, ELECTRICAL ELEV. ELEVATOR EMER.EMERGENCY ENCL. ENCLOSED, ENCLOSURE E.P.ELECTRICAL PANEL, END POINT EQ. EQUAL EQV. EQUIVALENT EQUIP.EQUIPMENT E.W. EACH WAY EXH. EXHAUST EXPO.EXPOSED EXT. EXTERIOR E.G.EXISTING GRADE F.FIXED F.A. FIRE ALARM FAC. FACTORY F.C.O. FLOOR CLEAN OUT F.D.FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.G.FINISH GRADE FIXT.FIXTURE F.J. FLOOR JOIST F.L. FLOW LINE FLASH. FLASHING FLR. FLOOR FLUOR. FLUORESCENT F.O.C. FACE OF CONCRETE/CURB F.O.F. FACE OF FINISH F.O.S. FACE OF STUD / STRUCTURE / SHEATHING F.O.M.FACE OF MASONRY FP. FIREPLACE F.S. FLOOR SINK, FINISH SURFACE FT.FOOT, FEET FTG. FOOTING FURR.FURRING FUT. FUTURE F.V. FIELD VERIFY GA. GAUGE GALV. GALVANIZED G.B.GRAB BAR, GRADE BEAM G.C.GENERAL CONTRACTOR GEN.GENERAL G.F.I.GROUND FAULT INTERRUPT G.I. GALVANIZED IRON G.L.B. GLU-LAM BEAM GND.GROUND GR. GRADE GYP. GYPSUM G.P.GRADE PLANE H./HT. HIGH, HEIGHT H.B.HOSE BIBB H.C.HOLLOW CORE HD. HARD, HEAD HDR.HEADER HDWD.HARDWOOD HDWR.HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR HVAC HEATING VENTILATING AIR CONDITIONING I.D. INTERIOR DESIGNER, INSIDE DIAMETER/DIMENSION IN.INCH INSUL.INSULATION INT.INTERIOR INV.INVERT/INVERTED JAN. JANITOR JT.JOINT JST.JOIST KIT. KITCHEN L.LOW, LINEN L.A. LANDSCAPED AREA LAB. LABORATORY LAM. LAMINATED LAV. LAVATORY LBS. POUNDS LFA.LOAD FROM ABOVE L.H. LEFT HAND LKR. LOCKER LT.LIGHT LUM. LUMINOUS, LUMENS MAINT. MAINTENANCE MAS.MASONRY MAT. MATERIAL MAX.MAXIMUM M.B.METAL BOLT M.C. MEDICINE CABINET MECH.MECHANICAL MEMB.MEMBRANE MTL. METAL MFGR.MANUFACTURER M.H. MANHOLE MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS M.O. MASONRY OPENING MT. MOUNTED MUL. MULLION N. NEW, NORTH NAT. NATURAL N.I.C.NOT IN CONTRACT, CONTACT N.G.NATURAL GRADE NO. NUMBER NOM.NOMINAL N.T.S. NOT TO SCALE O/.OVER O.A.OVERALL OBS. OBSCURE O.C.ON CENTER O.D.OUTSIDE DIAMETER, DIMENSION O.F.D. OVERFLOW DRAIN OFF. OFFICE OPNG.OPENING OPP. OPPOSITE PERIM. PERIMETER PL.PROPERTY LINE, PLATE P.LAM. PLASTIC LAMINATE PLAS. PLASTER PLUMB. PLUMBING PLYWD. PLYWOOD PNT. PAINT(ED) P.O.C. POINT OF CONTACT, CONNECTION PR. PAIR PROJ. PROJECTION PSL. PARALLEL STRAND LAMINATE PT. POINT R.A.RETURN AIR RAD. RADIUS R.D.ROOF DRAIN R.D.L. ROOF DRAIN LEADER RECPT. RECEPTACLE RECT. RECTANGLE, RECTANGULAR REF. REFERENCE REFR.REFRIGERATOR REG.REGULAR, REGISTER REINF. REINFORCE(D), REINFORCEMENT REQ'D. REQUIRED RESIL.RESILIENT RET. RETAIN(ING), RETURN RM. ROOM R.O.ROUGH OPENING R.R.ROOF RAFTER RWD. REDWOOD S. SOUTH S.A.SUPPLY AIR S.C.SOLID CORE S.C.D. SEAT COVER DISPENSER SCHED. SCHEDULE S.D.SUBDRAIN, SOAP DISPENSER SEC. SECTION SEL. SELECT(ED) SH. SHELF SHT. SHEET SHT'G.SHEATHING SIM.SIMILAR SIMP. SIMPSON S.J. SOFFIT JOIST S.S.STAINLESS STEEL S.SK.SERVICE SINK STA. STATION STD. STANDARD STL.STEEL STOR.STORAGE STRUCT. STRUCTURE, STRUCTURAL SUSP. SUSPEND(ED) SYM.SYMMETRICAL SYS. SYSTEM T.TREAD, TRASH T.C.TOP OF CURB T.CL. TIME CLOCK TEL.TELEPHONE TEMP.TEMPERED TER. TERRAZZO T & G TONGUE & GROOVE THK. THICK, THICKNESS T.P. TOP OF PAVING T.PL. TOP OF PLATE T.O.S. TOP OF STRUCTURE, SHEATHING, SLAB TRANS. TRANSFORMER T.S. TOP OF STEP T.W.TOP OF WALL TYP. TYPICAL U. UNDER U.B.C. UNIFORMBUILDING CODE U.G.UNDERGROUND U.L. UNDERWRITER'S LABORATORY UNF. UNFINISHED U.N.O.UNLESS NOTED OTHERWISE UR. URINAL V./VERT. VERTICAL VENT. VENTILATION, VENTILATING VER. VERIFY V.T.R. VENT THROUGH ROOF W. WEST, WIDTH, WASHER W/.WITH WD.WOOD W.H. WATER HEATER W.C.WATER CLOSET W.I. WROUGHT IRON WP.WATERPROOF(ING) W.W.M. WELDED WIRE MESH 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 CONTRACT DOCUMENT NOTESAGENERAL NOTESBABBREVIATIONSC 03.16.22 ARCHITECTURAL GENERAL NOTESDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 T-1.1 CD2021-061 (PA2021-231) JUSTIN JOHNSTON NO. REVISION DATE 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 03.16.22 SUPPLEMENTAL DOC. & NOTESDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 T-1.2 CD2021-061 (PA2021-231) JUSTIN JOHNSTON NO. REVISION DATE 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 03.16.22 CALGREEN STANDARDSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 T-1.3 CD2021-061 (PA2021-231) JUSTIN JOHNSTON NO. REVISION DATE N70°09'02"W 99.52'N19°50'58"E 40.31'N70°09'02"W 99.52'N19°50'58"E 40.31' BAYSHORE DRIVECL LOT 3TRACT NO. 1014M.M. 33/31LOT 4LOT 2TRACT NO. 3277M.M. 101/13BASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON AREBASED ON THE CENTERLINE OF BAYSHORE DRIVEHAVING A BEARING OF N19°50'58"E PER RS2010-1150, R.S.B. 265/44.BENCHMARK INFORMATION2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 (APN: 049-191-29) TOPOGRAPHIC MAP 1 1TITLE REPORT/EASEMENT NOTES2762 BAYSHORE DRIVENEWPORT BEACH, CA 92663(APN:049-191-29)NO TITLE REPORT PROVIDEDLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:PARCEL I:LOT 3 IN TRACT NO. 1014, AS SHOWN ON A MAP RECORDED INBOOK 33, PAGE 31, OF MISCELLANEOUS MAPS, RECORDS OFORANGE COUNTY, CALIFORNIA.EXCEPT ALL OIL, OIL RIGHTS, MINERALS, MINERAL RIGHTS,NATURAL GAS RIGHTS, AND OTHER HYDROCARBONS BYWHATSOEVER NAME KNOWN, GEOTHERMAL STEAM ANDOTHER GEOTHERMAL RESOURCES AS DEFINED IN CALIFORNIAPUBLIC RESOURCES CODE SECTION 6903, AND FOLLOWING,THAT MAY BE WITHIN OR UNDER THE PARCELS OF LANDHEREINABOVE DESCRIBED, TOGETHER WITH THE PERPETUALRIGHTS OF DRILLING, MINING, EXPLORING AND OPERATINGTHEREFOR, AND STORING IN AND REMOVING THE SAME FROMSAID LAND OR ANY OTHER LAND, INCLUDING THE RIGHT TOWHIPSTOCK OR DIRECTIONALLY DRILL AND MINE FROMLANDS OTHER THAN THOSE HEREINABOVE DESCRIBED, OILOR GAS WELLS, TUNNELS AND SHAFTS INTO, THROUGH ORACROSS THE SUBSURFACE OF THE LAND HEREINABOVEDESCRIBED, AND TO BOTTOM SUCH WHIPSTOCKED ORDIRECTIONALLY DRILLED WELLS, TUNNELS AND SHAFTSUNDER AND BENEATH OR BEYOND THE EXTERIOR LIMITSTHEREOF, AND TO REDRILL, RETUNNEL, EQUIP, MAINTAIN,REPAIR, DEEPEN AND OPERATE ANY SUCH WELLS OR MINESWITHOUT, HOWEVER, THE RIGHT TO DRILL, MINE, STORE,EXPLORE AND OPERATE THROUGH THE SURFACE OR THEUPPER 500 FEET OF THE SUBSURFACE OF SAID LAND; ASRESERVED IN A DEED RECORDED JUNE 8, 1984 ASINSTRUMENT NO. 84-236017 OF OFFICIAL RECORDS.PARCEL 2:A NON-EXCLUSIVE APPURTENANT EASEMENT FOR INGRESSAND EGRESS OVER PRIVATE STREETS AND OTHER AREASDESCRIBED IN THAT CERTAIN EASEMENT DEED TO THE IRVINECOMPANY, A WEST VIRGINIA CORPORATION, RECORDED ONAUGUST 14, 1974, IN BOOK 11220, PAGE 1008, OF OFFICIALRECORDS OF ORANGE COUNTY.LCEXISTING ELEVATIONLEGEND( )ACASPHALT PAVEMENTFOUND MONUMENT AS NOTEDSEARCHED, FOUND NOTHING; SETNOTHINGFSFLFINISHED SURFACEFLOWLINEFFGFINISHED FLOOR GARAGECONCRETE SURFACET.B.M.TEMPORARY BENCHMARKSET ON A WATER METER (WM)ELEVATION = 11.71 FEETHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/22STATEOFCALI FOR N IA PAUL DOMINICKCRAFTExp. 12/31/22No. 8516PROFESSI ONALLANDSURVEYORFFFINISHED FLOORWATER METERWMEGEDGE OF GUTTERGAS METERGMCENTERLINETCTOP OF CURBGRAPHIC SCALESURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBLOCK WALLNGNATURAL GROUNDBENCHMARK NO: NB4-39-77DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "NB4-39-77",SET IN THE NORTHEAST CORNER OF A 4.3 FT.BY 4.8 FT. CONCRETE CATCH BASIN. MONUMENT ISLOCATED IN THE SOUTHEAST CORNER OF THEINTERSECTION OF BAYSIDE DRIVE AND HARBORISLAND DRIVE, 64.6 FT. EASTERLY OF THECENTERLINE OF HARBOR ISLAND DRIVE AND 38 FT.SOUTHERLY OF THE CENTERLINE OF BAYSIDEDRIVE. MONUMENT IS SET LEVEL WITH THESIDEWALK.ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED 2011ACUAIR CONDITION UNITCATVCABLE TV BOXGRASS SURFACETILE SURFACEADAREA DRAINEPBELECTRICAL PULLBOXFOUNTAINFTNPAPLANTER AREASCOSEWER CLEAN OUTTDTOP OF DECKTSTOP OF STEPTWTOP OF WALLTWSTOP OF WALL STEPTXTOP OF CURB XBXBOTTOM OF CURB XWATERVICINITY MAP1/12/2022 PROJECT LOCATION VICINITY MAP NOT TO SCALEMONROVIA HIG H W A Y FR E E W A Y JAMBOREEHIG H W A Y WEST BALBOA BALBOA PENI N S U L A BALBOAISLAND BLVDPLACENTIA 17TH ST 15TH ST SUPERIORCOASTAVE SANTA ANA AVE20 T H S T DOVER18 T H S TBLVD 15 T H S TNEWPORTAVE IRVINETUSTIN19 T H S T DRAVEAVE55 FREEWAY73 MACARTHURRD EA S T JOAQUI NMIGUEL C O R O N A D E L M A R CO A S T SAN NEWPORTHILLS COASTDRIVEBONITA AVEROAD FORD S A N RD BISON BLVDCANYON DRDR UNIVERSITY AVECAMPUS DRC A M P U S D R FREEW A Y 73 CITY OF COSTA MESA CITY OF IRVINE PACIFIC OCEAN JOHN WAYNE AIRPORT UPPER NEWPORT BAY NEWPORT CENTER LANDSCAPE ARCHITECTURAL PLANS FOR THE DeYOUNG RESIDENCE LIGHTING PLAN L-6 L-7 L-8 L-5 L-4 L-2 L-1 SHEET INDEX: COVER SHEET CONSTRUCTION PLAN IRRIGATION PLAN PLANTING PLAN IRRIG. & PLANTING SPECS.COVERSHEET1 L-3 CONSTRUCTION DETAILS NOTICE TO HOMEOWNER: HOME OWNER SHALL PROCESS PLANS THROUGH THE HOME OWNER’S ASSOCIATION PRIOR TO ANY CONSTRUCTION. ISSUANCE OF A BUILDING PERMIT BY THE CITY DOES NOT RELIEVE THE APPLICANT OF LEGAL REQUIREMENT TO OBSERVE COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN COMMUNITY ASSOC. APPROVAL. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL UNDERGROUND SERVICE ALERT. TOLL FREE 1-800-422-4133 (TWO WORKING DAYS BEFORE YOU DIG) DIG ALERT: 800.227.2600 SOUTHERN CALIFORNIA EDISON: 714.895.0246 SOUTHERN CALIFORNIA GAS: 800.427.2000 CITY WATER & SEWER: 949.644.3011 PACIFIC BELL TELEPHONE: 800.750.2355 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.: 949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL INFOMATION: 949.644.3200 ZONING INFORMATION: 949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL: 949.644.3275 PERMITS: 949.644.3288 INSPECTIONS: 949.644.3255 NEWPORT BEACH FIRE DEPT: 949.644.3106 ORANGE COUNTY HEALTH SERVICES: 714.834.3882 NOTES: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND / OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND / OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 6. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR THEIR AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. 7. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. 8. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. 10. CONTRACTOR SHALL INSTALL THIS PROJECT UTILIZING THE LANDSCAPE INDUSTRIES'S B. M. P. BEST MANAGEMENT PRACTICES. IRRIGATION DETAILS LANDSCAPE ARCHITECTURAL PLANS FORROGER DeYOUNG2762 BAYSHORE DR. • NEWPORT BEACH, CA 92663PH. (949) 933-7957rad@rdycc.comDATE: DRAWN BY:D.P. 3-16-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH SPA UP LOUNGE DINING GREAT ROOM KITCHEN BUTLER'S KITCHEN FOYERPOWDER STORAGE STAIRS oBAYSHORE DRIVELOWER NEWPORT BAY 12.80' T.O.S.CONSTRUCTIONPLAN2 CONCRETE STEPPING PADS, ALLOW ±6" BETWEEN EACH FOR PLANTING. STONE FACED BARBECUE CENTER, B.B.Q. UNIT TO BE SUPPLIED BY THE OWNER WITH ACCESS DOOR FOR BELOW B.B.Q. SERVING TOP SHALL BE GRANITE. CONTRACTOR SHALL SUPPLY GAS AND POWER (120v outlet) TO THIS AREA. SEE ELEVATION DRAWING. COORDINATE OPENINGS IN COUNTER BARBECUE, G.F.C.I. OUTLETS AND ANY OTHER EQUIPMENT TO BE SELECTED. EXISTING PROPERTY LINE WALL, PROTECT IN PLACE. PAVER HARDSCAPE, SLOPE TO DRAIN. GROUT SHALL BE TIGHT AND UNIFORM. CONCRETE SIDE YARD WITH CONTROL JOINTS AS SHOWN AND EXPANSION JOINT AT BASE OF HOUSE. CONSTRUCTION BID ITEMS: CONTRACTOR SHALL PROVIDE AN ITEMIZED BID COST FOR EACH OF THE FOLLOWING. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL: CONTRACTOR SHALL PROVIDE DECK-O-SEAL EXPANSION MASTIC (COLOR TO MATCH ADJACENT HARDSCAPE, FINISHED WITH SILICA SAND AS EXPANSION JOINTS. EXPANSION JOINTS SHALL OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS, AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND / OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16 FT. O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. ALL INSIDES OF ALL RAISED PLANTERS / RETAINING WALLS SHALL RECEIVE THOROSEAL WATERPROOFING PER MANUFACTURES SPEC. CONTRACTOR SHALL CONSULT OWNER IN REGARDS TO OUTDOOR SPEAKER LOCATION. AND PROVIDE SEPARATE BID FOR RUNNING SPEAKER WIRE IN PVC SCH 80 CONDUIT AND WIRE TO EACH LOCATION. CONTRACTOR SHALL PROVIDE OWNER AS BUILT DRAWINGS FOR ALL UNDERGROUND UTILITIES - IRRIGATION WIRES, ANY SPEAKER WIRES AND OR GAS LINES. ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. ALL DOWNSPOUTS SHALL BE CONNECTED TO THE LOT DRAINAGE SYSTEM. SEE DRAINAGE PLAN CONTRACTOR SHALL BE IN CHARGE OF PROCESSING ALL PERMITS WHERE NEEDED. POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREE-STANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR HIS OR HER AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. MASONRY CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR , IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES . FINISH SURFACE OF CONCRETE OR HARDSCAPE SURFACE TO BE A 3" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. CHECK WITH GOVERNING CODES FOR REQUIREMENTS AND COMPLY WITH IF DIFFERENT. STEP TREADS TO BE 12" WIDE MINIMUM. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. SPA EQUIP. LOCATION ON CONCRETE PAD UNDER STAIRS. SEE ARCHITECTS PLANS. EQUIP. MUST COMPLY WITH CITY DECIBEL RATING STANDARDS. STONE DRIVE WITH 6" THICK CONCRETE BASE. GENERAL NOTES AND SPECIFICATIONS 1. GENERAL NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE OWNER AND OWNERS' REPRESENTATIVES SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HIS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR HIS REPRESENTATIVE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO COMMENCING ANY EXCAVATION. 2. CONCRETE AND REINFORCING STEEL: CEMENT FOR CONCRETE SHALL BE A STANDARD BRAND MEETING THE REQUIREMENTS FOR TYPE V CEMENT OF ASTM SPECIFICATIONS C-150 "PORTLAND CEMENT". MINIMUM COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 2,500 PSI IN 28 DAYS. 6 SACK MIX WITH A 5" MAX. SLUMP. AT A MINIMUM THICKNESS OF FOUR INCHES OVER 1" SAND BASE AND 90% COMPACTED NATIVE SOIL. (DRIVEWAY MIN. THICKNESS OF 6 INCHES) THE LARGEST PRACTICAL SIZE OF COARSE AGGREGATE UP TO 1/2" SHALL BE USED IN THE CONCRETE. MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS: CONCRETE PLACED AGAINST EARTH...3" CONCRETE PLACED AGAINST FORMS EXPOSED TO EARTH.. 2" SLABS..1 1/2" ALL REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A-615 - GRADE 40. ALL BARS AT SPLICES IN CONCRETE SHALL LAP AS FOLLOWS: GRADE 40 IS 40 DIAMETER LAP. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE PLACING THE CONCRETE. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED STEEL WIRE. BARS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS. WIRE FABRIC SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR WELD WIRE FABRIC FOR CONCRETE REINFORCEMENT", "ASTM A-185-64". ALL CONCRETE WORK SHALL RECEIVE 1/2" "FIBERMIX STEALTH MULTIFILAMENT FIBERS" AT 2 LBS. PER CU. YD. ALL CONCRETE FLAT WORK AND OR STONE SUB-BASE SHALL RECEIVE NO. 3 BAR AT 18 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE FLAT WORK SHALL RECEIVE NO. 4 BAR AT 12 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE SHALL BE A MINIMUM THICKNESS OF 6 INCHES. ALL CONCRETE SHALL BE UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF A PLASTIC FILM (TEN MIL POLYVINYL CHLORIDE OR EQUIVALENT) AT A MINIMUM. THE VAPOR BARRIER SHOULD BE PROPERLY LAPPED AND SEALED. SINCE THE VAPOR BARRIER WILL PREVENT MOISTURE FROM DRAINING FROM FRESH CONCRETE, A BETTER CONCRETE FINISH CAN USUALLY BE OBTAINED IF AT LEAST TWO INCHES OF SAND IS SPREAD OVER THE VAPOR BARRIER PRIOR TO PLACEMENT OF CONCRETE. 3. MASONRY: UNIT MASONRY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-90 GRADE N. MINIMUM COMPRESSIVE STRENGTH SHALL BE FOR THE GROSS SECTION OF BLOCK. CEMENT FOR MASONRY MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150 "PORTLAND CEMENT", TYPE 1. MORTAR SHALL BE 1:3 1/2 CEMENT AND SAND MIX WITH 1/4 PART APPROVED HYDRATED LIME OR LIME PUTTY, TYPE M OR S. GROUT SHALL BE 1:3:2 CEMENT, SAND, AND 3/8" PEA GRAVEL MIX WITH A SLUMP OF 8" TO 11". DRYPACK SHALL BE 1:3 CEMENT AND SAND MIX. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE PERFORMED BARS CONFORMING TO ASTM A-615, GRADE 40. REINFORCING STEEL SHALL BE LOCATED AT THE CENTER OF THE WALL UNLESS OTHERWISE NOTED ON THE PLANS, I.E. RETAINING WALLS. SPLICES OF REINFORCING STEEL SHALL LAP 40 DIAMETERS OR 2'-0" MINIMUM. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY ANCHORED IN PLACE PRIOR TO GROUT. HORIZONTAL WOOD SIDE YARD GATE - SHALL COMPLY W/ NEWPORT BEACH SWIMMING POOL AND SPA MINIMUM CONSTRUCTION REQUIREMENTS. (SELF CLOSING, SELF LATCHING, W/ LATCH AT A MIN. HEIGHT OF 60" ABOVE BOTTOM OF GATE). PAINT TO MATCH HOUSE. 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 ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. POOR IN PLACE CONCRETE FIRE TROUGH USE SPEC FORMLINERS, INC. 6" ROUGH SAWN PLANK FORM LINER WWW.SPECFORMLINERS.COM 714-429-9500 RAISED 18 INCH HIGH TILE FACED SPA WALL. TILE TO BE SELECTED BY OWNER. PROJECT HARDSCAPE MATERIALS: BBQ. AND MAIL BOX SHALL BE FACED WITH COUGAR STONE 'NORTHWINDS SAWN BLUE LEDGE. PAVING SHALL BE 'EARTH OUTDOOR' MILESTONE PORCELAIN TILE PAVERS (COLOR TO BE 'MANHATTAN GREY', DARKER ONES AT ENTRY TO BE 'MULTICOLOR'), CONTACT MISTY RIEDEL OF ELYSIUM TILES @ 714-270-3089 1 2 2 3 4 5 56 7 8 8 24" 24" MAIL BOX LOCATION 11 24" FRONT YARD SETBACK ZONE ALL PLANT MATERIAL TO BE MAX. HEIGHT 6" 12 EXISTING UTILITY BOX. PROTECT IN PLACE. EXISTING PROPERTY LINE WALL. PROTECT IN PLACE. 6 FT. FROM N.G. PROPERTY LINE WALL. STUCCO TO MATCH HOUSE. 14 13 4 INCH BED OF DECORATIVE GRAVEL. SUBMIT SAMPLE FOR APPROVAL. 15 16 IRON FENCE ON LOW STUCCO WALL TO MEET POOL CODE. PER SEPARATE PERMIT AND APPROVAL. FOR ALL TOP OF WALL ELEVATIONS SEE ARCHTECTS PLANS SHEET A-0.0 16 16 EXISTING SEA WALL T.W. 12.22' LANDSCAPE ARCHITECTURAL PLANS FORROGER DeYOUNG2762 BAYSHORE DR. • NEWPORT BEACH, CA 92663PH. (949) 933-7957rad@rdycc.comDATE: DRAWN BY:D.P. 3-16-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E CONSTRUCTIONDETAILS3 1. PROVIDE COPPER CAP 2. 1 X 6 HORIZONTAL BOARDS 3. 1 X 4 FRAME ON BACK SIDE. 4. STAILESS STEEL GATE HARDWARE AS SELECTED BY OWNER. 5. TOP LATCH TO MEET POOL CODE. 6. BLOCK WALL - SEE CONSTRUCTION PLAN. 7. 3 STAINLESS STEEL HINGES. 8. FINISH SURFACE NOTE: ALL WOOD TO BE CLEAR D.F. PRIME AND PAINT TO MATCH HOUSE (VERIFY COLOR WITH OWNER). PROVIDE COPPER CAP 1 2 3 4 5 6 7 8 3'-6" MIN. SCALE PLAN SEE CONSTRUCTION PLANWOOD GATE FIRE TROUGH PLAN 3'-0"7'-4" 42 ELEVATION 16"1. BOARD FORM CONCRETE , USE SPEC FORMLINERS, INC. 6" ROUGH SAWN PLANK FORM LINER WWW.SPECFORMLINERS.COM 714-429-9500 2. GAS ON-OFF VALVE ON SIDE. 3. 2" DEEP X 3" HIGH TOE KICK. 4. PROVIDE GAS HOOP UNDER LAVA ROCK.1 3 2"3"9"10"1 1.STAINLESS STEEL ACCESS DOORS 2.DROP IN GAS BBQ MODEL TO BE SELECTED BY OWNER. INSTALL PER MANUFACTURER'S SPECIFICATIONS 3.ELECTRICAL OUTLET 4.COUNTER SURFACE MATERIAL PER CONSTRUCTION PLAN. 5.C.M.U. FRAM WITH STONE FACE. 6.4" HIGH KICKPLATE 7.FINISH SURFACE 8.UTILITY LINES (GAS AND ELECTRIC) PER CODE. BUILT IN GAS GRILL36"2 3 4 5 67 8 1. TOOLED OR SAWCUT CONTROL JOINT - MIN. 1/8" WIDE x 1/3 DEPTH OF CONCRETE WHERE SHOWN ON PLAN. 2. CONCRETE PAVING AND OR CONCRETE SUB-BASE FOR STONE, BRICK ETC.. - SEE PLAN 3.THICKENED EDGE 8" THICK FOR WALKING SURFACES, 10" THICK FOR DRIVEWAY. 4. REBAR PER CONSTRUCTION PLAN. 5.FINISH LANDSCAPE GRADING. NOTE: MAINTAIN 3" CLEAR BETWEEN REBAR AND EARTH. 2" MIN. PROVIDE SAND BED AND / OR BASE MIX OVER COMPACTED 90% SUBGRADE. 12" MIN. TYPICAL HARDSCAPE THICKENED EDGE 1 23 45 1. SECOND POUR 2. # 4 REBAR AS STEEL DOWEL 3. SAW CUT OR TOOLED CONTROL JOINT, SEE CONSTRUCTION PLAN 4. SPEED DOWEL SLEEVE (800) 531-3355 5. FIRST POUR 6. COMPACTED SOIL 7. POLYFELT FOAM EXPANSION. 8. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND FOR CONCRETE PAVING COLOR AND TEXTURE, SEE CONSTRUCTION PLAN. COLD JOINT EXPANSION JOINT 1 2 3 4 5 6 72 81 5 EXPANSION JOINT / SPEED DOWEL DETAIL 1/2"1/2"1/4" R. 1. SIDE OF HOUSE 2. WEEP SCREED 3. HARDSCAPE SURFACE. 4. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND 5. 3/ 8" POLYFELT FOAM EXPANSION. 6. COMPACTED SOIL FOR HARDSCAPE TYPE, SEE CONSTRUCTION PLAN. EXPANSION JOINT AT HOUSE 3/8" 1/4" R.4"MIN1"MIN1 2 3 4 5 6 LANDSCAPE ARCHITECTURAL PLANS FORROGER DeYOUNG2762 BAYSHORE DR. • NEWPORT BEACH, CA 92663PH. (949) 933-7957rad@rdycc.comDATE: DRAWN BY:D.P. 3-16-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH SPA UP LOUNGE DINING GREAT ROOM KITCHEN BUTLER'S KITCHEN FOYERPOWDER STORAGE STAIRS oBAYSHORE DRIVELOWER NEWPORT BAY 12.80' T.O.S. IF DISTANCES FROM TRANSFORMER EXCEED RECOMMENDED LENGTHS AND WATTAGES, EXCESSIVE VOLTAGE DROP WILL OCCUR AND LIGHT OUTPUT WILL GREATLY DIMINISH. CENTER TRANSFORMERS WHENEVER POSSIBLE. MAKE CABLE RUNS AS SHORT AS POSSIBLE TO REDUCE VOLTAGE DROP. SIZE CABLE AND TRANSFORMERS PROPERLY FOR EACH PROJECT. ALLOW ROOM FOR GROWTH OR ADDITIONS TO THE SIGHTING SYSTEM. IT IS RECOMMENDED TO USE EYELET, FLANGE SPADE, OR SPADE TERMINAL CONNECTORS WHEN ATTACHING CABLE TO TERMINAL BLOCK STUDS. THIS ENABLES ADDITIONAL SETS OF CABLE TO BE USED AND REDUCES THE POSSIBILITY OF STRAY WIRES TO TOUCH FROM ONE CONDUCTOR TO ANOTHER. IF THIS HAPPENS, ARCHING WILL OCCUR CAUSING A SUPER HEATED CONDITION AT THE TERMINAL BLOCK. CAUTION: HALOGEN LIGHTS OPERATED BELOW 10 VOLTS CONTINUOUSLY WILL BLACKEN AND HAVE BOTH LIFE AND LIGHT OUTPUT LESS THAN THE ABOVE FIGURES. FLUORESCENT LIGHTS WILL NOT OPERATE UNDER 10 VOLTS. VOLTAGE DROP IS INHERENT IN ALL LIGHTING SYSTEMS. MAKE CABLE RUNS AS SHORT AS POSSIBLE FROM TRANSFORMER. CENTER THE TRANSFORMER WHENEVER POSSIBLE AND MAKE MULTIPLE RUNS TO ACHIEVE THE DESIRED COVERAGE. CONTRACTOR SHALL USE SILICONE- FILLED SAFETY WIRE CONNECTORS BY "KING CONNECTORS" MODEL NO. KING-6T FOR DIRECT BURRIAL LOW-VOLTAGE LIGHTING SYSTEMS. LIGHTING FIXTURES IN RELATION TO WATER ELEMENTS: RECEPTACLES ON THE PROPERTY SHALL BE LOCATED AT LEAST 10 FEET FROM THE INSIDE WALLS OF A POOL OR FOUNTAIN. EXCEPTION: RECEPTACLES THAT PROVIDE POWER FOR WATER-PUMP MOTORS FOR A PERMANENTLY INSTALLED POOL OR FOUNTAIN SHALL BE PERMITTED BETWEEN 5 AND 10 FEET FROM THE INSIDE WALLS OF THE POOL OR FOUNTAIN, AND WHERE SO LOCATED, SHALL BE SINGLE AND OF THE LOCKING AND GROUNDING TYPES AND SHALL BE PROTECTED BY GROUND-FAULT CIRCUIT-INTERRUPTER. WHERE A PERMANENTLY INSTALLED POOL IS INSTALLED AT A DWELLING UNIT AT LEAST ONE 125 VOLT RECEPTACLE SHALL BE LOCATED A MINIMUM OF 10 FEET FROM AND NOT MORE THAN 20 FEET FROM THE INSIDE WALL OF THE POOL. ALL 125 VOLT RECEPTACLES LOCATED WITHIN 20 FEET OF THE INSIDE WALLS OF A POOL SHALL BE PROTECTED BY A GROUND-FAULT CIRCUIT-INTERRUPTER. IN DETERMINING THE ABOVE DIMENSIONS, THE DISTANCE TO BE MEASURED IS THE SHORTEST PATH THE SUPPLY CORD OF AN APPLIANCE CONNECTED TO THE RECEPTACLE WOULD FOLLOW WITHOUT PIERCING A FLOOR, WALL, CEILING, DOORWAY WITH HINGED OR SLIDING DOOR, WINDOW OPENING, OR OTHER EFFECTIVE PERMANENT BARRIER. LIGHTING FIXTURES AND LIGHTING OUTLETS SHALL NOT BE INSTALLED OVER THE POOL OR OVER THE AREA EXTENDING 5 FEET HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS NO PART OF THE LIGHTING FIXTURE IS LESS THAN 12 FEET ABOVE THE MAXIMUM WATER LEVEL. EXCEPTION NO. 1 EXISTING LIGHTING FIXTURES AND LIGHTING OUTLETS LOCATED LESS THAN 5 FEET MEASURED HORIZONTALLY FROM THE INSIDE WALLS OF A POOL SHALL BE AT LEAST 5 FEET ABOVE THE SURFACE OF THE MAXIMUM WATER LEVEL AND SHALL BE RIGIDLY ATTACHED TO THE EXISTING STRUCTURE. EXCEPTION NO. 2 LIGHTING FIXTURES AND LIGHTING OUTLETS INSTALLED IN THE AREA EXTENDING BETWEEN 5 FEET AND 10 FEET HORIZONTALLY FROM THE INSIDE WALLS OF THE POOL SHALL BE PROTECTED BY A GROUND-FAULT CIRCUIT INTERRUPTER UNLESS INSTALLED 5 FEET ABOVE THE MAXIMUM WATER LEVEL AND RIGIDLY ATTACHED TO THE STRUCTURE ADJACENT TO OR ENCLOSING THE POOL. CORD CONNECTED LIGHTING FIXTURES SHALL MEET THE SAME SPECIFICATIONS AS OTHER CORD AND PLUG CONNECTED EQUIPMENT SET FORTH IN SECTION 680-7 WHERE INSTALLED WITHIN 16 FEET OF ANY POINT ON THE WATER SURFACE, MEASURED RADIALLY. SWITCHING DEVICES ON THE PROPERTY SHALL BE LOCATED AT LEAST 5 FEET HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOLID FENCE, WALL, OR OTHER PERMANENT BARRIER. GENERAL LIGHTING NOTES: ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENTAL AGENCY, PERMIT REQUIREMENTS AND STATE HEALTH AND SAFETY REQUIREMENTS. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGES INCURRED. ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR APPROXIMATE LOCATIONS AND QUANTITIES REQUIRED. FINAL LOCATIONS TO BE VERIFIED ON SITE BY THE CONTRACTOR AT NIGHT. CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED WITH MASONRY AND OTHER SUBCONTRACTORS AS REQUIRED. CONTRACTOR SHALL SIZE AND CIRCUIT ALL ELECTRICAL REQUIREMENTS PER MANUFACTURERS REQUIREMENTS. ALL CABLE MUST BE INSTALLED A MINIMUM OF 12 INCHES BELOW GRADE. PVC SCH 40 SLEEVING SHALL BE PROVIDED UNDER ALL HARDSCAPE AREAS. ALL GROUND-MOUNTED FIXTURE SHALL HAVE A MINIMUM OF 18” OF EXCESS CABLE BURIED AT EACH FIXTURE FOR POSSIBLE RE POSITIONING AND OR MAINTENANCE. CONTRACTOR SHALL PROVIDE OWNER WITH ALL MANUFACTURERS GUARANTEE LITERATURE. LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 36" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR FUTURE RELOCATION. STAKE MOUNTED LIGHTING FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE, COLOR & LAMP. SCALE: NOT TO SCALE TYPICAL LANDSCAPE AREA LIGHT SHRUB PLANTING AREAS 5 64123 7 8 9 1. FINISH GRADE 2. 2" IN G.C., FLUSH IN LAWN 3. VALVE BOX (SEE SPECS.) 4. WATER PROOF CONNECTOR 5. 24" LINEAR LENGTH OF WIRE, COILED. 6. BRICK ( 1 OF 4 ) 7. PVC SWEEP ELLS, 8. 1 CU. FT. PEA GRAVE (MIN) 9. GRAY PVC SCH 40 WHEN SPECIFIED DIRECT BURIAL OTHERWISE. RUN ALL WIRES ADJACENT TO IRRIGATION MAIN LINE WHEN POSSIBLE. WIRE PULL BOX / JUNCTION BOX12" MIN.7 TYPICAL RECESS WALL LIGHT STEP LIGHT SIMILAR TOP VIEW SCALE: NOT TO SCALE LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. WALL LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. BLOCK WALL - SEE CONSTRUCTION PLAN BLUE ENT W/ SWEEPS AS REQUIRED THIS FIXTURE IS DESIGNED FOR DOWNLIGHTING ONLY. DO NOT USE IN AN UPLIGHT POSITION WATERPROOF ALL SLEEVE ENDS W/ SILICONE TO PREVENT WATER SEEPAGE. LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT SPOT LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL DIRECTIONAL SPOT LIGHT SHRUB PLANTING AREAS SCALE: NOT TO SCALE FINISH GRADE LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT FLOOD LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL FLOOD LIGHT SCALE: NOT TO SCALE FINISH GRADE 1 CU. FT. OF COARSE GRAVEL LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. WELL LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. SET FIXTURE FLUSH WITH FINISH GRADE IN LAWN AREAS. INSTALL THIS MODEL IN DRAINED AREAS. DO NOT INSTALL IN LOCATIONS THAT ARE SUBJECT TO STANDING WATER AS IT IS NOT AN UNDERWATER LIGHT. TYPICAL WELL LIGHT LAWN AREA SCALE: NOT TO SCALE VOLTAGE GUIDELINE TOTAL WATTAGE OF RUNLINEAR FT. OF # 12/2 WIRE FROM THE TRANSFORMER TO THE FIRST LAMP 40 WATTS 80 WATTS 108 WATTS 128 WATTS 144 WATTS 180 WATTS VOLTAGE TAP TO BE USED AT TRANSFORMER 25 LN. FT. 50 LN. FT. 75 LN. FT. 100 LN. FT. 150 LN. FT. 200 LN. FT. 250 LN. FT. 300 LN. FT. 350 LN. FT. 400 LN. FT. 450 LN. FT. 500 LN. FT. 550 LN. FT. 600 LN. FT. 650 LN. FT. 700 LN. FT. 750 LN. FT. 800 LN. FT. 12 V 12 V 12 V 13 V 13 V 13 V12 V 12 V 12 V 13 V 14 V 14 V12 V 12 V 13 V 13 V 14 V 14 V12 V 13 V 14 V 14 V 15 V 16 V13 V 14 V 15 V 16 V 16 V 18 V14 V 14 V 16 V 17 V 18 V 20 V14 V 16 V 17 V 18 V 20 V 20 V15 V 17 V 18 V 20 V 20 V15 V 18 V 20 V 15 V 20 V 15 V 20 V16 V17 V17 V 18 V 18 V20 V 20 V 20 V 20 V HOW TO USE DIFFERENT VOLT TAPS. EXAMPLE: If the first light tests at 8 volts, subtract 8 volts form 12 volts, which equals 4 volts. Now add the 4 volts back into 12 volts and that will equal 16 volts (thus) 12 VOLTS -8 VOLTS = 4 VOLTS 12 VOLTS + 4 VOLTS = 16 VOLTS CONTRATOR SHALL RUN MINIMUM OF 8 GUAGE WIRE FROM THE TRANSFORMER FOR THE FIRST 15 FT., PRIOR TO THE REDUCTION OF WIRE SIZE. WIRE SIZE UNDER 14 GUAGE IS NOT PERMITTED FOR THIS PROJ. LIGHTING CABLE / DISTANCE CHART CABLE TYPE RECOMMENDED DISTANCE FROM TRANSFORMER (SINGLE RUN) MAXIMUM WATTAGE (LOAD) O N E C I R C U I T 2 C O N D U C T O R S 18 / 2 20 FEET 100 WATTS 200 WATTS 250 WATTS 300 WATTS 300 WATTS 300 WATTS 16 / 2 150 FEET 14 / 2 80 FEET 12 / 2 100 FEET 10 / 2 150 FEET 8 / 2 200 FEET 2 C I R C U I T S 3 C O N D U C T O R S 12 / 3 200 FEET 600 WATTS, (300 WATTS PER CIRCUIT) 10 / 3 250 FEET 600 WATTS, (300 WATTS PER CIRCUIT)LIGHTING PLAN4 MATTE BRONZE DIRECTIONAL SPOT TOP-UL-114-MBR 12TOP20 WATT HAL.MR 8 SHINE AT URN OR STATUE SYMBOL DESCRIPTION / COLOR MFG.MODEL NO.LAMP VOLTAGE NOTES: TRANSFORMERS SHALL BE A TOP 300 WATT TOP LIGHTS TRANSFORMER BY TOP W/ INTEGRAL TIMER ) CONTACT BRETT BROWNING AT TOP LIGHTS INC. TO PLACE ORDER 877-867-5596 (CELL 949-422-4563)T MATTE BRONZE AREA LANDSCAPE / PATH LIGHT, 12” HIGH, "SMALL HAT"TOP TOP-PL-340-MBR 2 WATT LED 12 LOCATE ±12" AWAY FROM ANY WALK OR PATIO. ± 18" FROM MOW EDGE. MATTE BRONZE DIRECTIONAL UP LIGHT W/ LARGE SHROUD TOP 142-MBR 12TOP6 WATT LED SHINE IN MID BRANCHES OF TREE MATTE BRONZE DIRECTIONAL FLOOD LIGHT TOP-UL-150-MBR 12TOPPAR 36 FLOOD 6 ALT WATT LED SHINE IN LOWER BRANCHES OF SHRUB OR VINE. L I G H T I N G L E G E N D T LANDSCAPE ARCHITECTURAL PLANS FORROGER DeYOUNG2762 BAYSHORE DR. • NEWPORT BEACH, CA 92663PH. (949) 933-7957rad@rdycc.comDATE: DRAWN BY:D.P. 3-16-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH SPA UP LOUNGE DINING GREAT ROOM KITCHEN BUTLER'S KITCHEN FOYERPOWDER STORAGE STAIRS oBAYSHORE DRIVELOWER NEWPORT BAY 12.80' T.O.S. 2762 BAYSHORE DR. NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH DAVID A. PEDERSEN 11-4-21 3895 DAVE@DPLANDSCAPE.COM949-251-8999 20271 ACACIA ST. NEWPORT BEACH CA. SUITE 120 1-30-22 7-10-21 ·         TURF AREA DOES NOT EXCEED 25% OF LANDSCAPE PLANTING AREA (PROHIBITED ON SLOPE AREAS AND PARKWAYS LESS THAN 10 FEET WIDE) ·         75% OF LANDSCAPE AREA MUST BE PLATED WITH CLIMATE ADAPTED PLANTS WITH AN AVERAGE WUCOLS PLANT FACTOR OF 0.3. ·         COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES 3-INCH MULCH LAYER APPLIED TO ALL PLANTING AREAS (EXCLUDING TURF AREAS) AUTOMATIC IRRIGATION CONTROLLERS WITH MANUAL SHUT-OFF VALVES STATEMENT, “I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO THE MWELO).” POINT OF CONNECTION MAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE DIRECTLY DOWNSTREAM OF EXISTING LOT WATER METER. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALL VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. EXTEND MAINLINE AS SHOWN TO SIDE YARD FOR IRRIGATION EQUIPMENT LOCATION. INSTALL BACKFLOW PREVENTER DOWNSTREAM OF BALL VALVE PER ALL LOCATE CODES. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE POC AND THE BACKFLOW PREVENTER TO BE 1" TYPE 'K' COPPER INSTALL MASTER VALVE DOWNSTREAM OF BACKFLOW DEVICE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. MAXIMUM DEMAND IS 5 GPM. MINIMUM DESIGN PRESSURE AT POC IS 60 PSI. CONTRACTOR SHALL TAKE A DIRECT PRESSURE MEASUREMENT AT THE POC PRIOR TO START OF WORK. IF STATIC PRESSURE IS GRATER THAN 80 PSI. INSTALL PRESSURE REGULATOR WITH BACKFLOW ASSEMBLY PER THESE PLANS AND SET TO 60 PSI. IF STATIC PRESSURE IS BETWEEN 60 PSI AND 80 PSI, DO NOT INSTALL PRESSURE REGULATOR. IF STATIC PRESSURE IS LESS THAN 60 PSI. NOTIFY LANDSCAPE ARCHITECT IN WRITING. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. CONTROLLER INSTALL IRRIGATION CONTROLLER OUTSIDE HOUSE AS SHOWN ON THE PLANS. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND / OR ELECTRICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COST. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES. SLEEVING MAINLINE AND VALVES SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN SCH 40 PVC SLEEVES ACCORDING TO THE SLEEVING CHART. DRIP LINE SYSTEMS SHRUB AREAS AS SHOWN SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DRIP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAINING. 2. Soil Preparation Mulch and Amendments (a) Prior to planting of any materials, compacted soils shall be transformed to a friable condition. On engineered slopes, only amended planting holes need to meet this requirement. (b) Soil amendments shall be incorporated according to the recommendations of the soil report and what is appropriate for plants selected. (c) For landscape installations, compost at a rate of a minimum of four cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of six inches into the soil. Soils with greater than 6% organic matter in the top 6 inches of soil are exempt from adding compost and tilling. (d) A minimum two, three inch (3″) layers of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. To provide habitat for beneficial insects and other wildlife, up to 5% of the landscape are may be left without mulch. Designated insect habitat must be included in the landscape design plan as such. (e) Stabilizing mulching products shall be used on slopes that meet current engineering standards such as those detailed in the USDA/USAID Low Volume Roads Engineering Best Management Practices Field Guide. (f) The mulching portion of the seed/mulch slurry in hydroseeded applications shall meet the mulching requirement. (g) Organic mulch materials made from recycled or postconsumer shall take precedence over inorganic materials or virgin forest products unless the recycled post-consumer 2.3 Soil Management Report A. All planted landscape areas are required to have friable soil to maximize retention and infiltration. On engineered slopes, only amended planting holes need meet this requirement. B. In order to reduce runoff and encourage healthy plant growth, a soil management report shall be completed by the project applicant, or his/her designee, as follows: 1. Submit soil samples to a certified agronomic soils laboratory for analysis and recommendations. (a) Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants. (b) The soil analysis may include, but is not limited to: 1. soiltexture; 2. infiltration rate determined by laboratory test or soil texture infiltration rate table; 3. pH; 4. total soluble salts; 5. sodium; 6. percent organic matter; and 7. recommendations. PRESCRIPTIVE COMPLIANCE OPTION 'H' This project submittal is under the City's prescriptive requirements which is an option to the City's Water Efficient Landscape Ordinance. 5IRRIGATIONPLANALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY, ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. THE FINAL LOCATION AND EXACT POSITIONING OF THE IRRIGATION CONTROLLER SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH THE MINIMUM OF OVER-SPRAY. THE IRRIGATION CONTRACTOR SHALL GUARANTEE ENTIRE SPRINKLER SYSTEM AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF APPROVAL. SHOULD ANY REPAIRS BE NECESSARY DURING THE PERIOD, IF DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, CONTRACTOR SHALL REPAIR AT HIS EXPENSE. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (UTILITIES BOXES, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) AUTOMATIC IRRIGATION CONTROLLERS UTILIZING EVAPOTRANSPIRATION WITH NONVOLATILE MEMORY SHALL BE REQUIRED FOR IRRIGATION SCHEDULING IN ALL IRRIGATION SYSTEMS RECOMMENDING U.S. EPA WATERSENSE LABELED DEVICES AS APPLICABLE. RAINBIRD ASVF 1"AUTOMATIC IRRIGATION CONTROL VALVE / BACKFLOW TORO TMC-424E-OD+TSM-8F SERIES WEATHER - BASED AUTOMATIC ET ADJUSTING 'SMART' IRRIGATION CONTROLLER - WITH IRRITROL CL-100 SERIES 'CLIMATE LOGIC' WIRELESS ET / RAIN SENSOR NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORT ET SCH 40 PVC IRRIGATION PRESSURE MAINLINE 18" MIBNIMUM COVER CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MINIMUM COVER EQUIPMENT LEGEND SYMBOL MANUFACTUER / MODEL NUMBER TORO 570Z-6P-COM-OT-POP UP SPRAY HEADS WITH 'PRECISION SPRAY NOZZLE AND CHCK VALVE C TORO 570Z-12P-COM-OT-POP UP SPRAY HEADS WITH 'PRECISION SPRAY NOZZLE AND CHCK VALVE C ET 1/2" 1/2" 3/4" 3/4" 3/4" 1/2"1/2"1/2" 3/4"1/2"1/2"3/4" 1/2"1/2"3/4"1/2"1/2"3/4" 1"1"1"1"1" 1/2" 1/2"3/4"1/2"1/2"3/4" 1/2" 1/2"3/4"1/2" 1/2"3/4"3/4" 1" 1/2" 1/2" 3/4" 1/2"1/2" 1/2" 1/2"1/2" 1"1"1"1" 1/2"1/2"3/4"1/2"1/2"3/4" SHOWN OFF SITE FOR CLARITY ONLY SHOWN OFF SITE FOR CLARITY ONLY PROVIDE 1" MAIN LINE TO VALVES PROVIDE 1" MAIN LINE TO VALVES IRRIGATED LANDSCAPE AREA = 660 SQ. FT.LANDSCAPE ARCHITECTURAL PLANS FORROGER DeYOUNG2762 BAYSHORE DR. • NEWPORT BEACH, CA 92663PH. (949) 933-7957rad@rdycc.comDATE: DRAWN BY:D.P. 3-16-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E IRRIGATIONDETAILS6 1.FINISH GRADE 2.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 3.POP-UP SPRAY HEAD AND NOZZLE PER LEGEND 4.1/2" MARLEX STREET ELL 5.1/2" SCH 40 PVC STREET ELL TxT 6.1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE 7.SCH. 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 8.LATERAL LINE PIPING PER LEGEND SEE NOTE POP - UP SPRAY HEAD 1 2 3 4 5 6 4 7 8 12" NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4" -4" FROM HARDSCAPE AND 6" - 12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD.18"* 4" 2" 4" 1.BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'BV' ON LID IN 2" HIGH BLOCK LETTERS 3.FINISH GRADE 4.SCH 40 PVC MALE ADAPTER (2 REQUIRED) 5.SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6.NATIVE SOIL 7.MAINLINE PIPING PER IRRIGATION LEGEND 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS NOTES: OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. BRASS BALL VALVE 1 2 3 4 5 6 7 8 9 T R E N C H I N G 12" MIN. 18" MIN. 1.FINISH GRADE 2.CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90% COMPACTION REQUIRED - SEE SPECS. 3.NON- PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 5.CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 6.UNDISTURBED NATIVE SOIL. NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT All CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'S, 90'S, TEES, ETC.) AND AT ALL TERMINAL POINTS. 1 2 3 4 5 6 1.INSERT WIRES THROUGH HOLS IN BASE OF BODY. 2.STRIP WIRES APPROXIMATELY 5/8" FROM END AND TWIST TOGEATHER. 3.PUT CRIMP SLEEVE ON TWISTED WIRES AND USE INDENT-TYPE CRIMPING TOOL TO SECURE. TRIM EXCESS BARE WIRE. 4.PLUG PRE-FILLED WITH WATER PROOF SEALANT. 5.INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. 6.PUSH WIRES ALL THE WAY INTO PLUG TO COMPLETELY SEAL THE CRIMP SLEEVE. NOTES: USE SPEARS #DS-400 DRI-SPLICE WIRE CONNECTOR KIT. MAKE ALL WATERPROOF WIRE CONNECTIONS PER THE MANUFACTURER'S DIRECTION. WATERPROOF WIRE CONNECTOR 1 2 3 4 5 6 ET / RAIN SENSOR - WIRELESS LEGEND: 1.CLIMATE LOGIC™ WEATHER SENSOR MOUNTED OUTDOORS ON FLAT SURFACE USING SCREWS. 2.CLIMATE LOGIC™ WEATHER SENSOR MOUNTED ON A RAIN GUTTER USING QUICKCLIP™ GUTTER MOUNT. 3.CLIMATE LOGIC™ RECEIVER MODULE MOUNTED INDOORS NEAR THE COMPATIBLE CONTROLLER. MOUNT WITH SCREWS AT EYE LEVEL OR IF IN A SECURE AREA, MOUNT ON HOOK AND LOOP TYPE STRIPS FOR DISMOUNTING AND HANDHELD PROGRAMMING UTILIZING THE SLACK IN THE CORD. 4.SINGLE CONNECTION CORD PLUGGED INTO CONTROLLERS REMOTE PORT. 5.AUTOMATIC SPRINKLER CONTROLLER 6.FINISH SURFACE OF INTERIOR SPACE WHERE CONTROLLER IS LOCATED. 7.PVC SCHEDULE 40 CONTROL WIRE CONDUIT (SIZE AS REQUIRED). 8.PVC SWEEP ELL (PROTECTING LOW VOLTAGE CONTROL WIRES TO THE ELECTRIC VALVES). Irritrol CLIMATE LOGIC69F40% 1:15aMENU No Rain-Irrigation11/16 CL-M1 SMART RXENABLED %AS REQ'DNOTES: INSTALL, MOUNT, AND WIRE THE CLIMATE LOGIC SENSOR AND RECEIVER PER THE MANUFACTURER'S DIRECTIONS. B.FINAL CLIMATE LOGIC SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER. C.FINAL CLIMATE LOGIC SENSOR LOCATION SHALL BE IN A LOW VISIBILITY AREA. D.FOR MOST ACCURATE SENSING, LOCATE THE SENSOR SO THAT IT IS EXPOSED TO SUN AS MUCH AS POSSIBLE. REFER TO THE OWNER'S GUIDE FOR FURTHER MOUNTING LOCATION DIRECTIONS. 1 2 3 4 6 5 7 8 SLEEVING 12" MIN. 24" MIN. 1.HARDSCAPE, SEE CONSTRUCTION PLAN 2.CLEAN SAND BACKFILL COMPACT TO MATCH DENSITY OF NATIVE SOIL 3.LATERAL LINE IN SCH 40 PVC SLEEVE 4. PRESSURE MAINLINE IN SCH 40 PVC SLEEVE 5.CONTROL WIRES IN SCH 40 PVC SLEEVE 6.UNDISTURBED NATIVE SOIL. NOTES: SIZE ALL SLEEVES PER THE IRRIGATION PLAN. EXTEND SLEEVE MINIMUM 12" BEYOND EDGE OF HARDSCAPE. 1 2 3 4 5 6 1.AUTOMATIC CONTROLLER PER LEGEND - MOUNT TO WALL PER MANUFACTURER'S DIRECTIONS DIRECTIONS. 2.ELECTRICAL JUNCTION BOX FOR 115V AC POWER CONNECTION 3.12" CONDUIT WITH 115V AC POWER WIRES TO POWER SOURCE 4. SCH 40 PVC CONDUIT FOR CONTROL WIRES 5. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUM OF TWO PLACES (TYP) 6.FINISH GRADE. 7.WALL. WALL MOUNTED IRRIGATION CONTROLLER FRONT VIEW SIDE VIEW 1 2 3 4 5 6 7 WALL 24"18"4'-6"1 2 3 4 5 6 7 8 910±18" ATMOSPHERIC BACKFLOW / VALVE 6. UV RADIATION RESISTANT (1 OF 2) 2. WATER PROOF CONNECTION 1. ID TAG WIRE, COILED 3. 30-INCH LINEAR LENGTH 7. UV RADIATION RESISTANT 4. REMOTE CONTROL VALVE: 10. PVC LATERAL PIPE (1 OF 2) 9. PVC SCH 40 ELL (1 OF 2) 5. INSTALL 6-INCH MIN. ABOVE PVC SCH 40 PIPE (1 OF 2) (1 OF 2) 8. FINISH GRADE / TOP OF MULCH PVC SCH 40 MALE ADAPTER HIGHEST POINT OF DISCHARGE 11. PVC SCH 40 MAIN LINE TO WATER SOARCE11 1.CHAMPION B-402 ( 3/4" MALE HOSE TO 1" FEMALE PIPE). 2.1" THREADED BRASS NIPPLE - LENGTH AS REQUIRED. 3.8 X 8 CONCRETE BLOCK, GROUT CELL SOLID. FINISH SURFACE TO BE 1" MIN. ABOVE FINISH GRADE. 4.BRASS 90 DEGREE ELL. 5.PVC MALE ADAPTER. 6.SCH. 40 PVC MAIN LINE. 7.1/4" THICK EXPANSION FOAM WRAPED ARROUND BRASS NIPPLE HOSE BIB INSTALLATION DETAIL 1 2 3 4 56 7 LANDSCAPE ARCHITECTURAL PLANS FORROGER DeYOUNG2762 BAYSHORE DR. • NEWPORT BEACH, CA 92663PH. (949) 933-7957rad@rdycc.comDATE: DRAWN BY:D.P. 3-16-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH SPA UP LOUNGE DINING GREAT ROOM KITCHEN BUTLER'S KITCHEN FOYERPOWDER STORAGE STAIRS oBAYSHORE DRIVELOWER NEWPORT BAY 12.80' T.O.S. SYMBOL QUANTITY BEG-RIC 5 CAM-YUL 3 CRA-UND 21 DIP-SPL 4 ELA-DEC 1 GAR-VEI 6 HEL-ARB 1 LIR-GIG 9 PEN-LAN 4 RAP-MIN 29 ROS-ALT 4 SCA-AEM 3 TRA-JAS 39 WIS-FRU 4 AJU-REP AJUGA REPTANS ATRO BRONZE AJUGA 6"0.C.LOW GROWING GROUND COVER WITH BRONZE LEAVES AND BLUE FLOWER SPIKES TO 6”. TRA-JAS TRACHELOSPERMUM JASMINOIDES STAR JASMINE - TRAIN ON WALL FIVE GAL.TWINING GROWN COVER / VINE PROVIDES A DENSE MAT W/ FRAGRANT WHITE FLOWERS. GROUND COVER SYMBOL BOTANICAL NAME COMMON NAME SPACING DESCRIPTION EVERGREEN SHRUB TO 30". GREEN FOLIAGE, STAR-SHAPED RUBY RED FLOWER CLUSTER.PEN-LAN PENTAS LANCEOLATA STAR CLUSTERS PENTAS FIVE GAL. BEG-RIC BEGONIA RICHMONDENSIS RICHMOND BEGONIA FIVE GAL.PERENNIAL TO 2 FT. GREEN LEAVES WITH RED UNDERSIDES. PROFUSE SALMON-PINK FLOWERS. CAM-YUL CAMELLIA SASANGUA YULETIDE SASANQUA CAMELLIA 15 GAL.DEEP ROSE-PINK FLOWER ON COMPACT, UPRIGHT SHRUB TO 3’ HEL-ARB HELIOTROPIUM X 'MARINE'HELIOTROPE FIVE GAL.SUB-TROPICAL EVERGREEN SHRUB TO 30" W/ DEEP DARK GREEN LEAVES W/ COBALT BLUE FLOWERS. ROS-ALT ROSA 'ALTISSIMO'RED CLIMBER FIVE GAL.PROFUSE LARGE SINGLE BRIGHT RED BLOOMING CLIMBING ROSE TO 10 FT. (TIE TO WALL) GAR-VEI GARDENIA JASMINOIDES VEITCHI GARDENIA 15 GAL.SHRUB TO 4 FT. FRAGRANT, DOUBLE WHITE FLOWERS. FULL SUN ALONG COAST, PART SHADE IN OTHER AREAS LIR-GIG LIRIOPE GIGANTEA GIANT LILY TURF FIVE GAL.PERENNIAL TO 2 FT. OF GRASSLIKE APPEARANCE W/ PURPLE FLOWER SPIKES. CRA-UND CRASSULA UNDULATIFOLIA 'BLUE WAVE'BLUE WAVE RIPPLE JADE FIVE GAL.COMPACT DENSE SMALL SUCCULENT TO 3FT. W/ TWISTED BLUISH GREY LEAVES. SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION RAP-MIN RAPHIOLEPIS UMBELLATUS ‘MINOR’DWARF YEDDA HAWTHORNE 15 GAL.SLOW GROWING COMPACT UPRIGHT SHRUB TO 4 FT. W/ WHITE FLOWER CLUSTERS. SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION TREES MAG-GEM MAGNOLIA GRAND. ‘LITTLE GEM’DWARF MAGNOLIA TREE 48” BOX EVERGREEN SMALL SCALE TREE TO 15 FT. W/ FRAGRANT, LARGE WHITE FLOWERS. DIP-SPL DIPLADENIA SPLENDENS SPLENDID MANDEVILLA FIVE GAL.VINE-LIKE SHRUB TO 2 FT. PINK TRUMPET SHAPED FLOWERS, PARTIAL SHADE. SCA-AEM SCAEVOLA AEMULA BLUE WONDER ONE GAL.SPRAWLING SHRUB / GROUND COVER W/ SMALL LIGHT GREEN LEAVES AND ABUNDENT BLUE FLOWERS. ELA-DEC ELAEOCARPUS DECIPIENS 'MONPROUD'LITTLE EMPEROR JAPANESE BLUEBERRY 15 GAL.UPRIGHT EVERGREEN SHUB TO 8 FT. WITH GLOSSY GREEN FOLIAGE THAT TURNS BRIGHT RED BEFORE DROPPING. LAG-IND LAGERSTROEMIA INDICA CRAPE MYRTLE INDIAN TRIBE 60” BOX DECIDUOUS SMALL TREE NOTED FOR PROLIFIC CLUSTERS OF SHOWY FLOWERS W/ SMOOTH SHINY TRUNK. WIS-FRU WISTRINGIA FRUTICOSA 'WES07' SMALL BALL WESTRINGIA FIVE GAL.DWARF EVERGREEN SHRUB TO 2 FT. WITH SMALL WHITE FLOWERS AND ROSEMARY LIKE FOLIAGE. TREE PLANTING DETAIL TWICE ROOT BALL WIDTH 18" MIN.1. CLINCH TIE OR EQUAL (4 REQ'D) 2. 10' LODGE POLE STAKES, STAKE SHALL CLEAR ROOT BALL BY 2" TREATED W/ COPPER NAPTHANATE, PLACE AT RIGHT ANGLES TO PREVAILING WINDS. 3. VENTILATED TRUNK GUARD IN TURF AREAS 4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRADE. 5. 4" HIGH WATERING BERM. 6. 2" THICK MULCH LAYER. PER SPEC. 7. FERTILIZER & MYCORRHIZAE TABS (SEE SPECS.) 8. ROUGHEN SURFACE OF ROOT BALL PRIOR TO PLANTING. 1 2 3 4 5 6 7 8 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. 2 X BALL DIA. SHRUB PLANTING DETAIL NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL.. 1 2 3 4 5 6 7 1. CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE 2. 4" HIGH TEMPORARY BASIN. 3. 2" THICK SHREDDED MULCH DO NOT USE BARK CHIPS WHERE PLAN CALLS FOR MULCH COVER. 4. FERTILIZER AND MYCORRHIZAE TABS (SEE SPECS.) 5. BACKFILL MIX (SEE SPECS.) 6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTED BACKFILL PER SPEC. E L E V A T I O N LEGEND 1. WALL OR FENCE 2.EYEBOLTS: 3/8" DIA. EYEBOLTS IN LEAD SHIELDS, PROVIDE 6. 3. FINISH GRADE 4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE. 5. ANGLE TRUNK OF VINE BACK TO WALL AND   REMOVE STAKE & TIE. NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS. VINE DETAIL NON-ADHERING TYPE24" TYP.1 2 3 4 5 EDGE OF PLANTING 2/3 O.C. SPACING EQUAL EQUALSPACING O.C.NOTE: ALL MASS PLANTED SHRUBS AND GROUND COVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MULCH ALL PLANTING AREAS PER SPEC. GROUND COVER AND SHRUB SPACING SPECIMEN TREE PLANTING DETAIL LEGEND 1. SPECIMEN TREE, 36" BOX OR LARGER 2. BLACK PVC HOSE WITH 1/8" BRAIDED GALVANIZED STEEL GUY CABLE, USE GALVANIZED CABLE CLAMPS AND TURNBUCKLE, MINIMUM 3 GUYS. 3. 1/2" DIA. X 2" LONG WHITE PVC WARNING DEVICE - TO BE INSTALLED IN PUBLIC AREAS. 4. WATER BASIN- MINIMUM 4" DEPTH, MULCH TO 2" DEPTH AND DEEP WATER TREE IMMEDIATELY UPON PLANTING. REMOVE BASIN AT END OF MAINTENANCE PERIOD. 5. FINISH GRADE, CROWN OF TREE MUST NOT BE PLANTED BELOW THIS LEVEL. 6. AMMENDED BACKFILL MIX - SEE SPECIFICATIONS. TAMP AND SETTLE BACKFILL BEFORE PLANTING SO THAT TREE DOES NOT SINK AFTER PLANTING. BOTTOM 8" UNDER TREE SHALL BE WASHED SAND. 7.TREE ROOTBALL - MUST NOT BE ROOT BOUND. LOOSEN ANY TIGHT PACKED ROOTS. TWICE ROOT BALL WIDTH 10. MODEL 68 DUCKBILL EARTH ANCHOR WITH 1/8" BRAIDED GALVANIZED STEEL CABLE. INSTALL PER MFG. SPECIFICATIONS. 11. ROOTBALL DEPTH PLUS 8" FOR WASHED SAND IF BEDROCK IS ENCOUNTERED DIG AN ADDITIONAL 18". 1 2 3 4 5 6 7 8 9 10 11 9. FERTILIZER TABLETS - SEE SPECIFICATIONS 8. EMPTY 3" DIAMETER PERFORATED PVC DRAIN PIPE FOR AIR AND WATERING, PLACE MIN. 3 PER TREE. 12. 12" Ø AUGURED HOLE X 6' DEEP FILL WITH WASHED SAND.12 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. LG H P.L. P.L. P.L. P.L. 7PLANTING PLANCY T RM T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E T T T T T T T LG RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RMRMRMRMRMRMRMRMRM CY CY BR BR BR BR BR S S S DS DS DS DS GV GV GV GV GV GVCRA-UNDMAG-GEM WIS-FRU CRA-UND MAG-GEM ROS-ALT ROS-ALT SCA-AEM AJU-REP AJU-REP AJU-REP AJU-REPHEL-ARBGAR-VEICAM-YULTRA-JASBEG-RICROS-ALT PEN-LAN AJU-REP BEG-RICLIR-GIGRAP-MINWIS-FRULG LG LG LG LG LG LGLIR-GIGTRA-JASROS-ALT PEN-LAN RAP-MIN TRA-JASAJU-REP 24" FRONT YARD SETBACK ZONE ALL PLANT MATERIAL TO BE MAX. HEIGHT 6" 2' NOTE: PLANTINGS SHALL NOT FORM INTO A HEDGE THAT EXCEED 42 INCHES IN THE 10 FT. SETBACK, MEASURED FROM EXISTING GRADE OR 6 FT. IN THE SIDE SETBACKS, MEASURED FROM EXISTING GRADE.REVISED 3-16-22LANDSCAPE ARCHITECTURAL PLANS FORROGER DeYOUNG2762 BAYSHORE DR. • NEWPORT BEACH, CA 92663PH. (949) 933-7957rad@rdycc.comDATE: DRAWN BY:D.P. 3-16-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E PLANTING SPECIFICATIONS SCOPE OF WORK PROVIDE ALL LABOR, EQUIPMENT, MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A. GENERAL WORK PROCEDURES WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE. 1. ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE AND TESTED. 2. PREMOISTEN - SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING, BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING. ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 4. PREMISES SHALL BE KEPT CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR  PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERIALS 1. ORGANIC AMENDMENTS - ORGANIC AMENDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CULTIVATED INTO TOP 8" OF ALL PLANTING AREAS. 2. HUMATE -PLUS GRANULAR SOIL CONDITIONER BY "TRI-C". 3. COMMERCIAL FERTILIZER - COMMERCIAL FERTILIZER SHALL BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL 4. SOIL SULFUR - SOIL SULFUR SHALL BE AGRICULTURAL GRADE. 5. POLYMER - POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TERRA SORB. 6. MULCH - MULCH SHALL BE A SHREDDED BARK MATERIAL AS PRODUCED BY KELLOGG'S "XERIMULCH". 7. PLANTING TABLETS - PLANTING TABLETS SHALL BE 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORMEDOR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR THEIR REPRESENTATIVE ON THE SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQUATELY WATERED. 9. PLANTING MIX - ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS PER THE FOLLOWING AMOUNTS. MYCORRHIZAE SPECIFICATIONS. CONTRACTOR SHALL APPLY TRY-C' ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES APPLY AT 1 1/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. (SEE SPECS) FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHALL ALSO APPLY 'TRY-C' MYCO PACS PLACE INDIVIDUAL PACKETS ADJACENT TO ALL SHRUB ROOT BALLS AT THE FOLLOWING RATES. 1 GAL = 1 PACK 5 GAL. = 3 PACKS 15 GAL. = 8 PACKS CONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS. C. INSTALLATION. 1. SOIL CONDITIONING (NON SLOPE AREAS) THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY  CULTIVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL: 4 CUBIC YARDS ORGANIC AMENDMENT 20 POUND COMMERCIAL FERTILIZER 100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT. 2. TREE AND SHRUB PLANTING a) EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTH OF BALLS, AND TWICE THEIR WIDTH. b) TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 1 TABLE SPOON PER 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2" CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 21 5 GALLON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THOROUGHLY f) IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g) GRADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER - IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE EXTENT THAT ALL MATERIALS IN THE  PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3. GROUND COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACH  PLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING, OR WITHIN ONE HOUR. 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF KELLOGG’S “XERIMULCH” TO ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMULCHED TO ACHIEVE THE REQUIRED 1" DEPTH. 5. MAINTENANCE AND GUARANTEE (OPTIONAL - 60 DAYS AS SEPARATE BID ITEM) ALL PLANTING SHALL BE MAINTAINED (BY CULTIVATING, MOWING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PLANTING. ALL SHRUBS AND TREES NOT LIVING AFTER 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL INSPECTION SHALL BE MADE BY THE OWNER OR THEIR REPRESENTATIVE TO VERIFY THE FOLLOWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE  GROUND COVER AREAS, STAKING OF TREES, ETC. IRRIGATIONANDPLANTINGSPECIFICATIONS8 IRRIGATION NOTES: 1.GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME. 1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 1.B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION,PUBLIC LIABILITY AND PROPER DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND / OR GOVERNING AGENCY. 2.SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHINGS, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON OR REASONABLY IMPLIED BY THE DRAWINGS, DETAIL AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK BUT NOT LIMITED BY IT ARE THE FOLLOWING: 2.A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. 2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3.CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF IT IS FOUND THAT THE SITE VARIES FROM DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4.COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY CONFLICT WITH PLANTINGS PITS, DRAINAGE SWALES, ETC. 5.PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUT PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER HEAD LOCATIONS SHALL BE ADJUSTED AND / OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL OVER SPRAY. 6.THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER AND / OR GOVERNING AGENCY. 7.EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 8.THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. 9.THE IRRIGATION DESIGN IS BASED ON THE METER AND OR POINT OF CONNECTION SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTIONS NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 10.CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 11.IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER LOCAL CODES. 12.CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HRS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE O THE TEST FOR CERTIFICATION. 13.CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY FLUSHED PRIOR TO INSTALLING HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING / TUBING DOWNSTREAM OF THE CONTROL VALVE SHALL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING' SYSTEM (FOR GRIND SYSTEMS), OR BEFORE INSTALLING FLUSH VALVES. 14.ALL WIRES SHALL BE SOLID COOPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE #14 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES AND CONTROL WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT. 15.ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO FITTINGS INSTALLED UNDER HARDSCAPE AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL LENGTH OF PIPE , USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE. ENSURING SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. 16.THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 17.THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON OUTSIDE OF ALL VALVE BOX LIDS. 18.ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING. 19.ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. 20.LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 21.ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18" - 24" MINIMUM COVER. ALL LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 22.MAINLINE AND WIRE SLEEVING TO HAVE A MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. MAIN LINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO BE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER DUE TO GRAPHIC CLARITY. NOT ALL SLEEVES MAY BE SHOWN ON PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING INSTALLATION. 23.THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 24.FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT THAT POINT OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS JUST OPEN ENOUGH FOR DESIRED OPERATION. 25.CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER CONTROL WIRES. 26.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: a.A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART. b.2 KEYS FOR EACH CONTROLLER AND ENCLOSURE (IF APPLICABLE). c.2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. (IF QUICK COUPLERS ARE SPEC). 27.RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTING, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A BLACK-LINE PRINT PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATION THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, CONTROLLER, QUICK COUPLING VALVES, OR HOSE BIBS AND OTHER PERMANENT UNDERGROUND ITEMS. 28."CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 29.DRIP LINE IRRIGATION 29.A. DRIP LINE TUBING IS SHOWN ON PLANS IN THE SUGGESTED LAYOUT. CONTRACTOR SHALL ADJUST LAYOUT AS DETERMINED NECESSARY IN THE FIELD TO MATCH THE ACTUAL SITE CONDITIONS, DIMENSIONS, ETC. 29.B.ALL DRIP LINE SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO SOIL TYPE CONSIDERATIONS, PLANT TYPE CONSIDERATIONS, SLOPES, TYPICAL TUBING LAYOUT, SUPPLY HEADERS, FLUSH HEADERS, AIR-RELEASE VALVES, FLUSH VALVES, SOIL STAPLES, AND OPERATION INDICATORS, ETC. 29.C EACH DRIP LINE SYSTEM SHALL HAVE A DRIP ZONE VALVE ASSEMBLY THAT INCLUDES A PRESSURE REGULATOR AND IN-LINE FILTER PER THE IRRIGATION LEGEND. 29.D.EXTEND PVC LATERAL LINE PIPING PER IRRIGATION LEGEND FROM THE DRIP ZONE VALVE INTO THE PLANTING AREAS. ALL SUPPLY HEADERS AND FLUSH HEADERS SHALL BE PVC PIPING OR DRIP LINE TUBING AS SPECIFIED ON THE DRAWINGS. 29.E.CONNECT THE DRIP LINE TUBING INTO THE PVC / POLY TUBING HEADERS PER THE MANUFACTURER'S DIRECTIONS, USING FITTINGS AS SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. 29.F.DRIP LINE TUBING RUNS SHALL BE SPACED AT APPROXIMATELY 12" O.C. OR AS NOTED ON THE PLANS. 29.G.TUBING SHALL RUN GENERALLY PARALLEL TO THE LONG AXIS OF THE PLANTING AREAS. THE EXCEPTION TO THIS WOULD BE SLOPED AREAS WHERE THE TUBING SHALL RUNG PARALLEL TO THE SLOPE CONTOURS. 29.H.FLUSH VALVES SHALL BE INSTALLED AT THE TERMINAL ENDS AND OR LOW POINTS OF ZONES IN ALL DIRECTIONS. AIR RELEASE VALVES, WHERE REQUIRED FOR BURIED SYSTEM, SHALL BE INSTALLED AT THE HIGH POINTS OF EACH ZONE. REFER TO THE MANUFACTURER'S DIRECTIONS FOR THE QUANTITY OF FLUSH VALVES AND AIR-RELEASE VALVES RECOMMENDED FOR EACH ZONE. 29.I.DRIP LINE TUBING SHALL BE BURIED 3"-4" BELOW FINISH GRADE, STAPLE DOWN AND COVER WITH MULCH PER THE PLANTING PLAN. 29.K.ALL FITTINGS USED FOR DRIP LINE TUBING CONNECTIONS AND DRIP LINE TUBING TO PVC CONNECTIONS SHALL BE AS PRODUCED AND SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. IRRIGATION MAINTENANCE SCHEDULE THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. FREQUENCY MAINTENANCE TASK QUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. QUARTERLY P.O.C. - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED. WEEKLY SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISALIGNMENT OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVER-SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS.LANDSCAPE ARCHITECTURAL PLANS FORROGER DeYOUNG2762 BAYSHORE DR. • NEWPORT BEACH, CA 92663PH. (949) 933-7957rad@rdycc.comDATE: DRAWN BY:D.P. 3-16-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 8 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E UP LOT 3 TRACT NO. 1014 M.M. 33/31 TRACT NO. 3277 M.M. 101/13 BAYSHORE DRIVEN70°09'02"W 99.52'N19°50'58"E 40.31'N70°09'02"W 99.52'N19°50'58"E 40.31'(39.64) CHIMNEY TOP (18.30)TWS (13.79)TW (13.91)TW (12.24)FS (12.18)TX (11.52)FL (12.19)TX (11.57)FL (12.17)TC (11.56)FL (12.19)TC (11.60)DO (12.22)TX (11.57)FL (12.14)TC (11.57)FL (12.32) FFG (12.33) FS (12.29) FS (12.34) FFG (12.34) NG (12.98) FF (12.93) FF(12.93) NG (35.77) RIDGE (12.91) FF (12.84) FS (12.62) FS (12.51)AD(12.47) AD (12.89) FS (12.84) FS (12.83) FS (12.68) FS (12.51) AD (12.59)FS (12.46) AD (18.34)TWS (17.84)TW (18.53)TW (12.73)NG (12.49) FS (12.46) AD (12.56) FS (11.76) FS (12.12) NG (12.01) AD (12.22) FS (12.69) FS (12.79) FS (12.68) FS (12.85) FS (12.81) FS (12.73)FS(12.72) FS (18.31)TW (12.31)FS(12.25)FS(12.12)FS(11.56) FL (11.72) EG (11.60) BX (11.54)EG (11.62)EG (12.52) FS (34.45) CHIMNEY TOP (12.51) FS (12.24) FS (12.65) FS (12.24) FS (12.22) NG (10.35) TD (12.20) TS (10.33) TD (12.51)AD (12.61)FS(12.48) AD (12.55) FS (12.98) FS (36.63) TOP OF DECK RAILING (12.34) FS (12.56)FS (12.89) FS (12.89) FS (12.77) FS (12.64) FS (12.46) NG (12.28) FS (11.64) BX (11.62) EG (12.32) FS (12.33)FS (12.21) AC (12.23) AC (12.19) AC (12.45) FS(12.26)FS(9.26) FS (9.17) FS (12.20) FS (11.83) AD(12.23) FS (12.29)NG(12.76)FS (12.21) FS (12.21)FS (12.43) FS (12.57)FS (12.40) NG (12.32)FS(11.42) FS (12.25) TD (11.71) WM EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING 10" TREE12" TREE 10" TREE 8" TREE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE ACUGM FTN EPB CATV MBSCO 24" TREE GATE GATE CURB & GUTTER PA PA PA EPB PA AC PAVEMENTWM CONCRETE BULKHEAD SET LEAD & TAG, PLS8516 SET LEAD & TAG, PLS8516 FOUND LEAD & TAG, LS4653 PA PA PA PA PA PAPAPA CLUP 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. 7. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42" FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQURIED FRONT SETBACK AREA(S). 8. GRADE FOR THE WATERSIDE PATIO WAS RAISED PURSUANT TO PLAN CHECK NO. 1163-2003 "TO INCREASE SEWALL HEIGHT AND ADD TIEBACKS" AND SA2004-002/MD2003-074. 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: 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. (CBC 3109 & ISPSC 305) (E.) DOCK NOT A PART NEIGHBORING RESIDENCE NOT A PART NEIGHBORING RESIDENCE NOT A PART APN: 049 191 29 LOT 3 TRACT 1014 M.M. 33/31 PROJECT ZERO (FINISH FLOOR): 12.92' T.O.S.: 12.80'N19o50'58"E 40.31'N19o50'58"E 40.31'N70o09'02"W 99.52' N70o09'02"W 99.52'BAYSHORE DRIVE12.92' F.F.CLR.21' - 4 1/4"CLR. 20' - 10 1/2" SPA (UNDER SEPARATE PERMIT) PLANTED PER LND PLANTED PER LND F.O.F.4' - 3"F.O.F.3' - 11 3/8"F.O.F.4' - 1 3/4"TRASHF.O.F.7' - 1 1/2"7' - 2"5' - 6 1/8"F.O.F.5' - 5 5/8"4' - 0 1/2"F.O.F. 29' - 9 3/4" 29' - 10 1/4"F.O.F.3' - 0"3' - 2"4' - 0 1/2"LOWER NEWPORT BAY SLOPE PER CIVIL HOA EASEMENT 29' - 0" BBQ SLOPE PER CIVIL 1 2 3 2 1 1 4 5 6 7 7 8 8 STORAGE PWDR.FOYER STAIRS BUTLER'S KIT.KITCHEN GREAT ROOMDININGLOUNGE 2-CAR GARAGE 9 9 9 PLANTED PER LNDPLANTED PER LND PLANTED PER LND PLANTED PER LND PLANTED PER LND PLANTED PER LND 10 11 F.Y.S.B. 10' - 0"S.Y.S.B.4' - 0"S.Y.S.B.4' - 0"18.53' T.W.18.53' T.W. 12.73' NG 12.59' FS 7 F.O.F.4' - 0"F.O.F.4' - 0"2' - 6"12 13 14 15 15 16 27' - 6" TO BACK OF CURB 9' - 5 1/4" 17 12.92' F.F. 18 3' - 6 3/4"CLR20' - 0 1/4"(E.) 12.20' T.O. SEA WALL (E.) 13.79' T.W. 13.91'(E.) 12.22' T.O. SEA WALL 12.20'(E.) 12.24' T.O. SEA WALL 18.34' (E.) T.W.18.34' (E.) T.W.17.84' (E.) T.W.17.84' (E.) T.W. 7 PT. 1 12.33' FG PT. 2 12.45' FS PT. 3 12.68' FS PT. 4 12.62' FS GRADE PLANE DETERMINATION: PT. 1 12.33' PT. 2 12.55' PT. 3 12.68' PT. 4 12.62' 50.18' / 4 =12.55' 7 5 ' - 1 0 3 /8 " AVERAGE SLOPE (12.68' -12.33') / 75.86' = .46% 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 CPC 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 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 03.16.22 ARCHITECTURAL SITE PLANDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-0.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON PROJECT NORTHTRUE NORTH 3/16" = 1'-0"2 ARCHITECTURAL SITE PLAN 1 PROPERTY LINE 2 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 3 (E.) GAS METER LOCATION - (REF. SURVEY & CIVIL DWGS.) 4 TRASH LOCATION - SCREEN FROM STREET AS NEEDED 5 (E.) CMU PROPERTY LINE WALL W/ PLASTER FINISH - PROTECT IN PLACE 6 (N.) PROPERTY LINE WALL - PLASTER FINISH TO MATCH (MAX. 6' ABV. N.G.) 7 (N.) WROUGHT IRON POOL SAFETY FENCE - UNDER SEPARATE PERMIT AND REVIEW 8 (N.) HARDSCAPE - STONE PAVERS (AS SELECTED), REF. LAND. DWGS. 9 LINE OF ROOF, EAVES & OVERHANGS ABOVE 10 (N.) UTILITY PANEL LOCATION (PROVIDE MIN. 36" CLEAR IN FRONT) 11 (E.) BULKHEAD - PROTECT IN PLACE 12 PLANTED AREA - COORDINATE WITH LANDSCAPE DESIGNER 13 DECORATIVE GRAVEL - REFER TO LANDSCAPING 14 MAIL-BOX - VERIFY LOCATION W/. OWNER 15 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) PER LANDSCAPE AND TO MEET POOL & SPA BARRIER REQUIREMENT 16 TOP OF COPING NOT TO EXCEED 42"HEIGHT WITHIN FRONT YARD SETBACK 17 (E.) ROLLED-CURB - REPLACE AS REQ'D. PER C.N.B. STD. DETAIL 18 SPA EQUIPMENT - PROVIDE POWER, AND VENTING AS REQ'D. BY MFG'R. 3/16" = 1'-0"1 GRADE PLANE EXHIBIT NO. REVISION DATE 2-CAR GARAGE STORAGE PWDR. FOYER STAIRS C/C. LOUNGE DINING GREAT ROOM KITCHEN BUTLER'S KIT. 12.92' F.F. 12.92' F.F. 12.92' F.F. SLOPE PER CIVIL SLAB DEPRESSION FOR FIREPLACE -VERIFY W/. G.C. & MFGR. & REF. STRUCT. DWGS. SLAB DEPRESSION FOR DOOR SYSTEM -VERIFY W/. G.C. & MFGR. & REF. STRUCT. DWGS 28' - 7 3/4"8' - 6 3/4" CURB 6"29' - 5 3/4"1' - 0 1/2"3 1/4" 10' - 10 3/4"10' - 8 3/4"25' - 1"6' - 11 3/8"6"5' - 8"6"6' - 10 3/8"1' - 0 1/2"3 1/4"4' - 3 5/8"23' - 8"4' - 3 1/8"CURB6"5 1/2"2' - 3 1/4"6"1' - 8 1/8"17' - 10 1/2"2' - 6 5/8"7' - 0"8" CURB 22' - 1 1/4"7' - 0"1' - 7 7/8"10' - 10 3/4"10' - 8 3/4" 1 1 1 13.30' T.C. EASEMENT 29' - 0" 3' - 4 5/8"6' - 11 1/2"10' - 3 3/4"1' - 1 5/8"6' - 10 1/4"4' - 11"7' - 2"2 3 33 33 337' - 2"29' - 1 1/4"4' - 0 1/2"1' - 2"68' - 6"29' - 10 1/4"4' - 0 1/2"32' - 2 3/4"4' - 0 1/2"1' - 2"68' - 6"29' - 10 1/4"4' - 0 1/2"1' - 5 5/8"13.80' T.C. 13.80' T.C. 22' - 8 3/4"5' - 11" 2 8" CURB1' - 7 7/8"29' - 1 3/4"CURB6"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 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 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 03.16.22 SLAB EDGE PLANDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-0.1 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1/4" = 1'-0"1 SLAB EDGE PLAN 1 PROPERTY LINE 2 PROVIDE FLUSH MOUNTED OUTLET IN FLOOR (VERIFY LOC'N. W/. OWNER) 3 STRUCT. STEEL COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. NO. REVISION DATE 151 SF 1 204 SF 2 263 SF 3 1008 SF 4 6 SF 5 478 SF 6 788 SF PATIO 111 SF SPA 30' - 9 1/8"29' - 1 1/4"62 SF HOA 1 21' - 7 1/2"7' - 0 1/4"8' - 6 3/4"31' - 3 1/2"10 1/2"32' - 2 3/4"22' - 1 1/4"7' - 0"21' - 7 1/2"6' - 8" 471 SF 8 313 SF 9 148 SF 10 955 SF 11 3 SF 13 14 SF 12 51 SF REAR BALCONY 48 SF MASTER BALCONY 14' - 7 1/4"10' - 6 1/4"7' - 10"29' - 7 3/4"1' - 0 1/8"32' - 3 1/4"10' - 2"15 SF 7 13' - 8 3/4"16' - 0 1/4"10 1/2"3' - 8"32' - 2 3/4"18' - 10 1/2"29' - 9 1/8"1' - 6"14' - 7 1/4"10' - 6 1/4"7' - 10"29' - 7 3/4" 266 SF 19 48 SF 20 17 SF 21 499 SF 22 118 SF 23 130 SF 24 988 SF 25 8 SF 26 1' - 6"15' - 4 1/4"9' - 8 1/2"8' - 6 3/4"30' - 4 3/4"32' - 6"14' - 8"15' - 4 1/4"9' - 8 1/2"8' - 6 3/4"30' - 4 3/4"6 3/8"11' - 7"32' - 6"30' - 6 1/8"31' - 0 3/8"32' - 6"641 SF A 19' - 10 1/4"32' - 3 3/4"17 SF B 103 SF C 5' - 5" 5' - 5"18' - 11 3/4"10' - 2"3' - 2"271 SF E 340 SF D 20' - 5 3/4" 17' - 10"19' - 1"13' - 2 3/4"437 SF L-B 28 SF L-A 33 SF L-H 11 SF L-G 115 SF L-D 11 SF L-F 48 SF L-C 3 SF L-E 176 SF H-A 40 SF I-A 24 SF H-B 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 03.16.22 AREA PLANSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-0.2 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1/8" = 1'-0"1 FIRST FLOOR AREA 1/8" = 1'-0"2 SECOND FLOOR AREA FIRST FLOOR AREA (HOA) NUMBER AREA LIVING 1 151 SF 2 204 SF 3 263 SF 4 1008 SF 5 6 SF HOA 1 62 SF 1695 SF GARAGE 6 478 SF 478 SF GRAND TOTAL 2173 SF SECOND FLOOR AREA NUMBER AREA LIVING 7 15 SF 8 471 SF 9 313 SF 10 148 SF 11 955 SF 12 14 SF 13 3 SF GRAND TOTAL 1919 SF ROOF AREA PLAN SLOPED ROOF 19 266 SF 21 17 SF 22 499 SF 23 118 SF 24 130 SF 25 988 SF 26 8 SF 2026 SF FLAT ROOF 20 48 SF 48 SF GRAND TOTAL 2074 SF 1/8" = 1'-0"3 ROOF AREA FIRST FLOOR AREA (CITY) NUMBER AREA LIVING 1 151 SF 2 204 SF 3 263 SF 4 1008 SF 5 6 SF 1633 SF GARAGE 6 478 SF 478 SF GRAND TOTAL 2111 SF TOTAL LIVING TOTAL GARAGE TOTAL LIVING TOTAL GARAGE TOTAL TOTAL 1/8" = 1'-0"4 FIRST FLOOR OPEN AREA 1/8" = 1'-0"5 SECOND FLOOR OPEN AREA FIRST FLOOR OPEN AREA A 641 SF GRAND TOTAL 641 SF SECOND FLOOR OPEN AREA B 17 SF C 103 SF D 340 SF E 271 SF GRAND TOTAL 731 SF TOTAL OPEN AREA FIRST FLOOR OPEN AREA 641 SF SECOND FLOOR OPEN AREA 731 SF GRAND TOTAL 1373 SF 1/8" = 1'-0"6 LANDSCAPE AREA LANDSCAPE AREA L-A 28 SF L-B 437 SF L-C 48 SF L-D 115 SF L-E 3 SF L-F 11 SF L-G 11 SF L-H 33 SF GRAND TOTAL 687 SF FRONT YARD AREA HARDSCAPE 200 SF IMPERVIOUS AREA 40 SF LANDSCAPE AREA 191 SF GRAND TOTAL 432 SF 432 / 2 = 216 S.F. < 231 S.F. NO. REVISION DATE 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 03.16.22 3D VIEWSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-1.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1 AXONOMETRIC - NE 2 AXONOMETRIC - NW4AXONOMETRIC - SW 3 AXONOMETRIC - SE NO. REVISION DATE UP DN A-4.1 A-4.0 A-4.11A-4.0 2 2 1 1 A-5.0 1 A-5.0 2-CAR GARAGE STORAGE PWDR. LOUNGE BUTLER'S KIT. KITCHEN FOYER DINING GREAT ROOM STAIRS WINE C/C. 1 2 3 11 12 9 13 6 8 7 10 4 5 2115 14 810 6129 4 53 SHOWER ARMOIRE FULL HT. PANTRY F.P. / TV ABV. TV O./M.TR EAT-IN ISLAND PRIVATE EASEMENT REF. SURVEY 29' - 0" 1 1 1 1 CLR. 20' - 10 1/2" 2 3 4 5 6 7 8 9 10 11 10 12 10 12 13 14 15 16 17 18 R @0' -7 3/4"18 CLR. 8' - 0"TYP11"CLR.4' - 0"4' - 0 1/2"F.O.F.3' - 10 1/2"F.O.F.3' - 0"3' - 2"F.O.F.3' - 10 1/2"4' - 0 1/2"F.O.F. 29' - 8 1/4" 29' - 10 1/4"F.O.F.3' - 10 1/2"4' - 0 1/2"5' - 6 1/8"F.O.F.7' - 1 1/2"7' - 2"24 25 25 26 3 A-5.0 3 A-5.0 27 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 12.92' F.F. SLOPE PER CIVIL F.Y.S.B. 10' - 0"S.Y.S.B.4' - 0"S.Y.S.B.4' - 0"BUILT-IN CABINETS 29 29 2929 2929 5 AD-1.0 7 AD-1.0 3 AD-1.0 8 AD-1.0 8 AD-1.0 29 2 A-5.0 2 A-5.0 25 7 33 34 NOTE: PROVIDE (1) LAYER 5/8" MOLD TOUGH VHI FIRECODE 'X' BD. TO INSIDE FACE OF ALL GARAGE WALLS NOTE: PROVIDE (1) LAYER 5/8" MOLD TOUGH VHI FIRECODE 'X' BD. TO INSIDE FACE OF ALL STORAGE WALLS 13 11 30 CLR. 30" MIN CLR. 30" MIN 35 4' - 1" NOTE: PROVIDE (1) LAYER 5/8" MOLD TOUGH VHI FIRECODE 'X' BD. TO INSIDE FACE OF ALL MECH. ROOM AND THE UNDERSIDE OF THE STAIR FRAMING 7 AD-1.0 ABV.STEP PER CIVIL17 AD-1.0 17 AD-1.0 17 AD-1.0 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. 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 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 CPC 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 12/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. 12/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 A-4.1 A-4.0 A-4.11A-4.0 2 2 1 1 A-5.0 1 A-5.0 BEDROOM #3 BATH #3 BEDROOM #2 LAUNDRY MASTER W.I.C. MASTER SUITE MASTER RETREAT MASTER BATHW/C. BATH #2 W.I.C. HALLWAY STAIRS 21 20 17 15 14 24 16 18 27 2223 1817 3433 19 28 27 26 31 25 24 32 35 36 20 19 21 29 30 22 23 26 37 16 MASTER SHOWER HIGH WNDW. SKYLIGHT ABV. SKYLIGHT ABV.SKYLIGHT BUILT-IN LINEN STORAGE DESK LINEAR CLOSET LINEAR CLOSET TV LINEN HIS HERS VANITY DESK ISLAND WINDOW SEATTV ABV. TV ABV. 6:12 6:12 TV 6:12TUB DRESSER EASEMENT 29' - 0" 1 1 1 1 10 10 3 3 9 19 4 5 2 20 19 2 3 2 3 20 10 12 21 10 18 CLR.4' - 0"CLR. 8' - 0" 22 20 23 2% SLOPE MIN 2% SLOPE MIN 4' - 0 1/2"5' - 0 1/2"F.O.F.5' - 0"4' - 0 1/2"F.O.F.3' - 0"3' - 2"4' - 0 1/2"F.O.F. 30' - 5 1/4" 30' - 5 3/4" F.O.F. 31' - 5 3/8" 31' - 5 7/8"4' - 0 1/2"5' - 6 1/8"F.O.F.5' - 5 5/8"4' - 0 1/2"3 A-5.0 3 A-5.0 27 4 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 F.Y.S.B. 10' - 0" 28 F.O.F.4' - 0"F.O.F.4' - 0"F.O.F.4' - 0"F.O.F.4' - 0"28 30 30 30 6 AD-1.0 5 AD-1.0 3 AD-1.0 6 AD-1.0 ROOF BELOW 6:12ROOF BELOW AD-1.0 12 AD-1.0 12 31 31 31 31 32 11 AD-2.0 CLR 3' - 0" 3' - 0 1/2" 2 A-5.0 2 A-5.0 2' - 8 1/2"3' - 0"CLR. 30" MIN 23 2' - 6" CLR. 30" MIN TYP11"TYP11"4' - 0"4' - 0" 35 36 R @ 0' -7 3/4"18 37 37 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 03.16.22 FLOOR PLANSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-2.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 FIRST LEVEL FLOOR PLAN 1 PROPERTY LINE 2 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 3 VANITY - SINK, BASE CABINET AND COUNTER - VERIFY SIZE W/. I.D. & OWNER 4 CUSTOM SHOWER SEAT PER I.D. 5 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION - COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 6 RANGE - VERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFG.) - VENT TO OUTDOOR AIR 7 KITCHEN SINK - AS SELECTED 8 KITCHEN SINK - BASE CABINET AND COUNTER CONFIGURATION PER I.D. 9 TALL CABINET - BUILT-IN, FINISH AS SEL." 10 BASE CABINET & COUNTER - BUILT-IN, FINISH AS SEL. 11 PANTRY SHELVES - AS SEL. BY OWNER 12 UPPER CABINET - BUILT-IN, FINISH AS SEL. 13 CUSTOM KITCHEN ISLAND W/ BASE CABINETS - VERIFY SIZE W/. I.D. & OWNER 14 1-1/2" MAX. STEP AT OUT SWING DOORS (R311.3.1) 15 GARAGE DOOR - CUSTOM BUILT, REF. SCHED.- ARCH TO APPV. SHOP DWGS. PRIOR TO FAB. 16 GARAGE DOOR - RATED, 1-3/8" SOLID CORE, SELF-CLOSING AND SELF-LATCHING. REF. DOOR SCHEDULE 17 ENCLOSED USEABLE SPACE UNDER STAIRWAY USE 5/8" TYPE 'X' GYP. BD. FINISH TYP. (1/2" MIN.) (CRC R302.7) 18 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-1.0 19 BATHTUB - FREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 20 BUILT-IN CLOSET - CUSTOM PER INTERIOR DESIGNER 21 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 22 CLOSET ISLAND - CUSTOM PER INTERIOR DESIGNER 23 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 24 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 25 DISHWASHER - AS SELECTED 26 TRASH COMPACTOR - VERIFY APPLIANCE W/. OWNER 27 SHOWER - PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) 28 CHANNEL DRAIN - COPPER OR EQUIV., INSTALL PER MAFGR. SPECS, SLOPED TO DRAINS & OVERFLOW DRAINS, REF. DTL. 6, 12 / AD-1.0 29 STRUCT. STEEL COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. 30 WINDOW TO MEET EGRESS REQUIREMENTS - REF. EMERGENCY ESCAPE & RESCUE OPENING NOTES ON SHT. A-7.0 31 COPPER METAL ROOF - REF. MAT. SCHEDULE SHT. A-4.0 32 PROVIDE FLOOR DRAIN IN LAUNDRY ROOM 33 FIREPLACE - PREFABRICATED, GAS ONLY, 'FLARE - FF-45-H' - ANSI Z21.50B-2014 [DTL. 22/AD-1.0] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN 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.) 34 WATER HEATER - SIZE PER T-24 REPORT REF. DTL. 1/AD-1.0 - VERIFY SIZE REQ'D. W/. MFG. (PROVIDE ADEQUATE N.G. CONN.) 35 INTERIOR STAIR MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. 4/AD-1.0 36 INTERIOR GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 37 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0 1/4" = 1'-0"2 SECOND LEVEL FLOOR PLAN NO. REVISION DATE UP DN 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. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP. RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED-REFERENCE T-24.1 ROOM TAGROOM NAME 1 1 1 1 10.00'SPOT ELEVATION REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG 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 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. 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 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) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC 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 RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY 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 11/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. 11/AD-1.0 2X4 STUD WALL 2X6 STUD WALL 2X8 STUD WALL 2X10 STUD WALL POCKET DOOR WALL - TYP. 2X6 EXT. FRMG. AND 2X4 INTERIOR FRAMING AT EXTERIOR CONDITION W/. DOUBLE TOP PLATE AND SINGLE SILL PLATE U.N.O., MIN. AIR SPACE/DOOR POCKET TO BE VERIFIED W/. DOOR MFGR. - STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS; FOR INTERIOR CONDITIONS REFER TO DIMENSION PLANS AND APPLICABLE DIMS. CONCRETE WALL -12”REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRCUTC. DWGS. –FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPPROOFING 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 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. SEE SHEET AD-2.0 FOR THE TYPICAL DEPRESSION OF DOORS AND WINDOWS, VERIFY ALL DEPRESSIONS W/. MFGR. STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS 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 A-4.1 A-4.0 A-4.11A-4.0 2 2 1 1 A-5.0 1 A-5.0 1' - 2"68' - 6"29' - 10 1/4" 10' - 10 3/4"6' - 8 1/8"4' - 0 5/8"4' - 0 3/4"3' - 0"3' - 0"3' - 7 1/4"3' - 6 1/8"3' - 0"3' - 0"1' - 10 7/8"3' - 7 3/8"3' - 4 1/8"6' - 8"3' - 4 1/8"3' - 4 5/8"1' - 5 1/2"4' - 0 1/2"32' - 2 3/4"4' - 0 1/2"4' - 3 5/8"3 3/4"F.O.23' - 0"4 1/4"4' - 3 1/8"68' - 6"29' - 10 1/4" 28' - 7 3/4"8' - 6 3/4"31' - 3 1/2" 11' - 3 3/8"3' - 7 3/4"1' - 4"1' - 3 5/8"3' - 9"7' - 2"29' - 1 1/4"4' - 0 1/2"4' - 11 1/2"2' - 0 1/2"11' - 5 1/8"10' - 8 1/8"5' - 3"15' - 8 7/8"7' - 6 7/8"4' - 0 5/8"1' - 11 3/8"2' - 0 5/8"6' - 8 3/4"2' - 8 3/4"3 3/8"20' - 0"VERIFY PCKT W/ MFGR 1' - 6 1/8" 21' - 7 1/2"13' - 8"33' - 2 1/2"13' - 1 1/4"2' - 10 5/8"6' - 1 3/8"2' - 1 1/8"4' - 10 7/8"1' - 7 7/8"6' - 8"6' - 10 3/4"5' - 1 1/4"2' - 0"10' - 1 1/8"1' - 5 5/8"13' - 1 1/4"5' - 9 1/4"10' - 2 3/4"1' - 7 7/8"18' - 8"2' - 0"4' - 6 3/4"2' - 4 3/8"4' - 7 5/8"29' - 10 1/2"2' - 4 1/4"10 1/2"SLAB DEPRESSION FOR DOOR SYSTEM. VERIFY W/. G.C & MFGR. SLAB DEPRESSION FOR FIREPLACE. VERIFY W/. G.C & MFGR. 2-CAR GARAGE STORAGE PWDR. FOYER STAIRS C/C. BUTLER'S KIT. DININGLOUNGE GREAT ROOM KITCHEN 3 A-5.0 3 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 1' - 0 1/2"3 1/4" 1' - 0 1/2"3 1/4" 1' - 5"2' - 11 1/2"21' - 5 1/2"VERIFY PKT FRMG 9 1/2" VERIFY PKT FRMG 9 1/2" 2 A-5.0 2 A-5.0 2' - 11 1/2"4' - 11 3/4"3' - 7"4' - 10 5/8"4' - 4 5/8"7' - 0 1/8"7' - 0"6' - 6 5/8"1' - 5 1/2" A-4.1 A-4.0 A-4.11A-4.0 2 2 1 1 A-5.0 1 A-5.0 5' - 5"63' - 7 3/8"30' - 5 3/4" 14' - 7 1/4"10' - 6 1/4"38' - 5 7/8" 2' - 9 5/8"9' - 0"2' - 9 5/8"6' - 4 3/8"4' - 1 7/8"5' - 1 1/8"7' - 11 3/4"5' - 0 1/8"4' - 6 3/4"3' - 5 1/2"3' - 8"3' - 3 1/4"5' - 5 1/2"4' - 0 1/2"32' - 2 3/4"4' - 0 1/2"18' - 6"13' - 8 3/4"10' - 4 3/8"8' - 1 5/8"2' - 4 3/8"F.O.9' - 0"3' - 11"64' - 1 1/4"31' - 5 7/8" 1' - 6"14' - 7 1/4"18' - 4 1/4"29' - 7 3/4" 1' - 6"2' - 9 5/8"9' - 0"2' - 9 5/8"1' - 6"4' - 4 3/4"3' - 11 1/4"4' - 6 1/8"4' - 0 1/8"6' - 0 1/8"5' - 6 1/2"3' - 3 1/8"10' - 4 3/4"4' - 5 3/8"4' - 0 1/2"32' - 2 3/4"4' - 0 1/2"3' - 1 1/2"10' - 2"18' - 11 1/4"5' - 1"5' - 1"2' - 8 7/8"3' - 7 1/4"6' - 0 5/8"6' - 6 5/8"3' - 9"14' - 1 1/4"2' - 1 7/8"8' - 10 7/8"7' - 6 3/4"10' - 5 5/8"20' - 5" 6' - 7 7/8"3' - 0 5/8"2' - 5 1/8"1' - 11 5/8"3' - 10"7' - 2 3/4"7' - 10"5' - 11 1/8"4' - 3 1/4"4' - 6 3/4"14' - 10 1/8"3' - 9 1/2" 1' - 6"2' - 2 1/8"7' - 6 3/8"2' - 5 1/8"1' - 11 5/8"2' - 0"2' - 1"2' - 6 3/8"4' - 2 1/8"8' - 1 1/4"5' - 11 3/4"5' - 6 1/4"16' - 7 1/8"VERIFY PCKT. W/ DOOR MFGR 1' - 6 1/8" 3' - 9 1/2"13' - 2 7/8"6' - 4 5/8"12' - 7 1/4"1' - 5 5/8"4' - 6 5/8"7' - 4"5' - 9 3/4"4' - 0 1/4"2' - 2 1/4"5' - 10 1/4"1' - 0"1' - 5 5/8"11' - 4 1/2"2' - 2 5/8"4' - 1 1/4"2' - 4 3/4"1' - 8 1/8"2' - 1 5/8"5' - 10 1/4"15' - 0 3/4"2' - 0 5/8"2' - 0 5/8"2' - 0 1/8"2' - 0 1/8"5' - 5 1/4"3' - 7 1/4"19' - 2"VERIFY PKT FRMG9 1/2"12' - 3 1/4"10 1/2"FRAMING DEPRESSION FOR DOOR SYSTEM. VERIFY W/. G.C. & MFGR. BEDROOM #2 BATH #3 BEDROOM #3 HALLWAY LAUNDRY STAIRS MASTER W.I.C. MASTER RETREATMASTER BATH W.I.C. BATH #2 3 A-5.0 3 A-5.0 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 6:126:12 6:126:122% SLOPE MIN 2% SLOPE MIN SKYLIGHT ABV. SKYLIGHT ABV. 2 A-5.0 2 A-5.0 2' - 4 3/8"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 LEGEND GENERAL NOTESA B 03.16.22 DIMENSION PLANSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-2.1 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1/4" = 1'-0"1 FIRST LEVEL DIMENSION PLAN 1/4" = 1'-0"2 SECOND LEVEL DIMENSION PLAN NO. REVISION DATE 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 ENLOSED 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 FOR THE PROJECT LOCATED IN CLIMATE ZONE 14 OR 16 WITH A CLASS I OR II VAPOR RETARDER AT THE WARM-IN-WINTER SIDE OF THE CEILING AND WHERE MIN. 40% AND MAX 50% OF THE REQUIRED VENTILATION PROVIDED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE PER SECTION R806.2 THEN THE MINIMUM NET FREE VENTILATING AREA CAN BE 1/300 OF THE VENTED SPACE. (R802.2) 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. 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. 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. 4. REF. WOOD OR WOODBASE PRODUCT NOTES ON FLOOR PLANS 1 A-5.0 1 A-5.07:127:126:12 3:123:123:127:12 7:12 7:12 7:127:127:12 7:12 6:12 39.81' 41.29' HT. CERT. REQ'D. 38.68' 39.72' 1 2 333 3 34 4 4 4 4' - 9 5/8"1' - 1 1/2"3' - 4"8 1/2"3' - 9 3/4"2 3/4"8 1/2"30' - 9 3/8" 2 3/4"30' - 3"3' - 9 3/4"2 3/4"3' - 4"8 1/2"4' - 4"8 1/2"3' - 9 3/4"2 3/4"4' - 8 1/2"8 1/2" 2 3/4" 4' - 8 1/2"8 1/2"3' - 9 3/4"2 3/4"3 A-5.0 3 A-5.0 FUTURE SOLAR PANEL LOCATION 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 41 40 2% SLOPE MIN 2% SLOPE MIN 53 5 6 F.Y.S.B. 10' - 0"S.Y.S.B.4' - 0"S.Y.S.B.4' - 0"ATTIC VENT CALC: 1003 S.F. ATTIC SPACE 1003 / 150 = 7 S.F. = 963 S.I. PROVIDE MIN. 10 DORMER VENTS = 130 S.I. EA. 130 X 10 = 1,300 S.I. 1,300 S.I. > 963 S.I. 77 21' - 0 1/8"3' - 0"40' - 1 1/8"4' - 6 5/8"4' - 0 1/4"28' - 0 1/8"5' - 1"31' - 0 1/8"5' - 5 3/8"4' - 0 1/4"AD-1.0 21 15 AD-1.0 15 AD-1.0 15 AD-1.0 14 AD-1.0 14 AD-1.0 14 AD-1.0 14 AD-1.0 14 AD-1.0 44.50' T.O. CHIMNEY 19 AD-1.0 AD-1.0 24 7:12 7:12 1 1 42 3' - 0 5/8"9' - 2 5/8"25' - 6 3/8"2' - 0"36' - 1" 2 A-5.0 2 A-5.05' - 0 1/2"4' - 5 5/8"26' - 0 1/4" 8 8 1/2"8 1/2"8 1/2"8 1/2"8 1/2"8 1/2" 9 8 1/2" 8 1/2"8 1/2"8 1/2"8 1/2"8 1/2" 8 1/2" 8 1/2" 8 1/2"8 1/2"8 1/2"F.O.F.2' - 1 5/8"3' - 4 1/2"F.O.F.3' - 4"1' - 8 1/2"A/C. WELL 30" X 30" ROOF ACCESS SLOPE 2% MIN SLOPE 2% MIN 10 11 39.19' 18 AD-1.0 20 AD-1.0 15 AD-1.0 8 8 8 8 3 F.O.F.2' - 1 5/8"1' - 10 3/8"4' - 0"2' - 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: GENERAL NOTESA B KEYNOTES BRANDON ARCHITECTS 03.16.22 ROOF PLANDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-3.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1 WOOD SHINGLE ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 2 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 802.4.2.4) 3 COPPER GUTTER - REF. MAT. SCHEDULE AND DETAILS, SHAPE AS SEL., ARCH TO APPV. PROFILE - PROVIDE SHOP DWGS. TO ARCH. 4 OUTLINE OF STRUCTURE/WALLS BELOW 5 DOWNSPOUT - COPPER FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 6 STONE CAP FINISH O/. FLASHING AND/OR WATERPROOF MEMBRANE, SLOPED TOP (2% MIN) 7 SKYLIGHT - SIZE AS DIM. - 'SKYCO' ICC #ESR-3837 OR EQUIV. (REF. DTL 21 / AD-1.0) 8 COPPER METAL ROOF - REF. MAT. SCHEDULE SHT. A-4.0 9 DECORATIVE CHIMNEY ENCLOSURE TO BE INSTALLED AND TERMINATED PER MFGR. SPEC. OF THE FACTORY-BUILT FIREPLACE AND/OR CHIMNEY (R1005 OF CRC) 10 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0 11 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATTENUATION REQ'D. PER SECTION 10.26.045 N.B.M.C. UNDER SEPARATE PERMIT & PLAN CHECK) PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ARCHITECTURAL ROOF PLAN NO. REVISION DATE FIRST FLOOR F.F. 12.92'FIRST FLOOR F.F. 12.92' SECOND FLOOR F.F. 24.50' SECOND FLOOR F.F. 24.50' ROOF PLATE 35.00' ROOF PLATE 35.00' 1 A-5.0 SECOND FLOOR PLATE 23.29' SECOND FLOOR PLATE 23.29' 1 18 17 34 3335 16 36 2 1 15453 37 7 :1 2 7:12 7 :1 2 7:12 11' - 7"10' - 6"SILL HT.3' - 6"HD. HT.9' - 0"SILL HT.4' - 0"SILL HT.4' - 0"HD. HT.9' - 0"SILL HT.4' - 0"HD. HT.8' - 3"SILL HT.4' - 0"HD. HT.9' - 0"SILL HT.3' - 6"ABV. F.F.42" MINABV. F.F.42" MINPL PL MAX RIDGE HEIGHT 41.52' MAX RIDGE HEIGHT 41.52' FIRST FLOOR T.O.S. 12.80' FIRST FLOOR T.O.S. 12.80'29' - 0"2 2 1 4 28.38' T.R. 4 28.38' T.R. 22 2 2 5 6 6 7 8 9 9 9 39.72'39.81'39.97' 38.68'10' - 4 1/2"1' - 2 1/2"10' - 6"GRADE PLANE 12.52' GRADE PLANE 12.52'SILL HT. @ LND'G.3' - 0 1/2"1 A-5.1 MAX FLAT ROOF 36.52' MAX FLAT ROOF 36.52' 12 24' - 0"3 AD-2.0 4 AD-2.0 14 AD-1.0 15 AD-1.0 13 AD-1.0 13 13 41 40 41.29' HT. CERT. REQ'D. 19 AD-1.0 8 AD-1.0 10 AD-1.0 14 2 A-5.0 15 ABV. FS/FG42" MIN.ABV. FS/FG60" MIN.16 SILL HT.8' - 10"HD. HT.14' - 4"6 :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@ABSSOCAL.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 FASCIA, TRIM & PANELING: MANUFACTURER:AZEK EXTERIORS COLOR:PAINTED WHITE (VERIFY W/. OWNER) APPLICATION:ARCH TO APPV. PROFILES COMPOSITE SHINGLE SIDING: MANUFACTURER: JAIN BUILDING PRODUCTS 100 SHERIDAN ST. CHICOPEE, MA 01022 P: 866-393-8883 PRODUCT:NUCEDAR SHINGLES COLOR:TBD SIZE:18" RE-BUTTED & RE-JOINED PERFECTION SHINGLES (1000% EDGE GRAIN, 100%) 5 1/2" EXPOSURE TREATMENT:TBD APPLICATION:INSTALL PER MFGR. INSTRUCTION & R703 DETAIL REF.:10/AD-1 APPROVALS:N/A BRICK VENEER: PRODUCT:RECLAIMED BRICK SAWN VENEER COLOR:LIME (WHITE) WASHED OR STUCCO FOG THICKNESS:1" -1.5" NOMINAL WEIGHT:<8.5 LBS/S.F. APPLICATION:MODULAR BRICK COURSE PER ELEVATION DETAIL REF.:8/AD-1 APPROVALS:N/A WOOD SHINGLE ROOFING: PRODUCT: #1 WESTERN RED CEDAR, WOOD SHINGLE -FIRE TREATED MFGR:FSR TREATMENT, INC. WWW.FIRESMARTROOFING.COM (OR EQUIV.) COLOR: NATURAL APPLICATION: 18" RE-BUTTED & RE-JOINED PERFECTION SHINGLES (100% EDGE GRAIN, 100% CLEAR) 5 1/2" EXPOSURE. CLOSED VALLEY W/. MITERED HIP CUTS, 16' GAUGE COPPER FLASHIN, STAGGERED COURSING (REF. DTL. 1/A-5) CODE:CLASS A ASSEMBLY (ICC#ESR-1410) COPPER METAL ROOFING: PRODUCT:COPPER STANDING SEAM METAL ROOFING, ULTRA-COOL, CB-150 MFGR:CUSTOM-BILT METALS COLOR:TO BE APPROVED BY ARCH. & OWNER GUTTERS: MATERIAL: METAL -COPPER COLOR:WEATHERED COPPER -ARCH. TO APPV. PROFILE: HALF ROUND (5") (VERIFY W/. ARCH.) APPLICATION:INSTALL PER MFGR. 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 92102 PHONE: 800.250.4519 WEB:WWW.WESTCOAT.COM CODE:ICC # ESR-2201 PRODUCT:ALX CUSTOM FLASHING & WEATHERSTRIPPING PROVIDE CORROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING, MIN. 24-GAUGE 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. 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. FIRST FLOOR F.F. 12.92' FIRST FLOOR F.F. 12.92' SECOND FLOOR F.F. 24.50' SECOND FLOOR F.F. 24.50' ROOF PLATE 35.00' ROOF PLATE 35.00' SECOND FLOOR PLATE 23.29' SECOND FLOOR PLATE 23.29'10' - 6"1' - 2 1/2"10' - 4 1/2"10' - 6"11' - 7"18 31 32 5 14 2930 38 MAX RIDGE HEIGHT 41.52' MAX RIDGE HEIGHT 41.52' FIRST FLOOR T.O.S. 12.80' FIRST FLOOR T.O.S. 12.80'29' - 0"PL PL SILL HT.5' - 0"HD. HT.9' - 0"SILL HT.4' - 0"SILL HT.10' - 0"HD. HT.12' - 0"HD. HT.9' - 0"7 :1 2 7:12 41.29' HT. CERT. REQ'D.MAX.1' - 0"2'-0" MIN.1 2 3 2 8 4 ABV. F.F.42" MIN.6 6 9 10 11 3 A-5.0 GRADE PLANE 12.52' GRADE PLANE 12.52'SILL HT.5' - 0"2 A-5.1 MAX FLAT ROOF 36.52' MAX FLAT ROOF 36.52' 12 24' - 0"10 AD-1.0 9 AD-1.0 4 AD-2.0 3 AD-2.0 8 AD-2.0 7 AD-2.0 38.68' AD-1.0 24 13 AD-1.0 AD-1.0 15 14 15 14 CLR.8' - 10 1/2"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 03.16.22 EXTERIOR ELEVATIONSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-4.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1/4" = 1'-0"2 NORTH ELEVATION 1 BOARD & BATTEN SIDING, FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 2 WOOD SHINGLE ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 3 BRICK VENEER - REF. MAT. SCHEDULE SHT. A-4.0 4 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 5 DECO. WOOD BRACKET - PAINT & SEAL. AS SEL. - ARCH TO APPV. - SIZE & CONN. PER STRUCTURAL 6 DECO. 'BELLYBAND' - AZEK, PAINT AS SELCTED, SMOOTH FINISH, ARCH. TO APPROVE PROFILE 7 WOOD CORBEL, PAINT & SEAL AS SEL. - ARCH TO APPV. - SIZE & CONN. PER STRUCTURAL 8 WOOD TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 9 COPPER GUTTER - REF. MAT. SCHEDULE AND DETAILS, SHAPE AS SEL., ARCH TO APPV. PROFILE - PROVIDE SHOP DWGS. TO ARCH. 10 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 802.4.2.4) 11 DECORATIVE CHIMNEY ENCLOSURE TO BE INSTALLED AND TERMINATED PER MFGR. SPEC. OF THE FACTORY-BUILT FIREPLACE AND/OR CHIMNEY (R1005 OF CRC) 12 DOWNSPOUT - COPPER FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 13 SKYLIGHT - SIZE AS DIM. - 'SKYCO' ICC #ESR-3837 OR EQUIV. (REF. DTL 21 / AD-1.0) 14 WOOD SHINGLE SIDING - REF. MATERIAL SCHEDULE SHT. A-4.0 15 COPPER METAL ROOF - REF. MAT. SCHEDULE SHT. A-4.0 16 (N.) WROUGHT IRON POOL SAFETY FENCE - UNDER SEPARATE PERMIT AND REVIEW 1/4" = 1'-0"1 WEST ELEVATION NO. REVISION DATE 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@ABSSOCAL.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 FASCIA, TRIM & PANELING: MANUFACTURER:AZEK EXTERIORS COLOR:PAINTED WHITE (VERIFY W/. OWNER) APPLICATION:ARCH TO APPV. PROFILES COMPOSITE SHINGLE SIDING: MANUFACTURER: JAIN BUILDING PRODUCTS 100 SHERIDAN ST. CHICOPEE, MA 01022 P: 866-393-8883 PRODUCT:NUCEDAR SHINGLES COLOR:TBD SIZE:18" RE-BUTTED & RE-JOINED PERFECTION SHINGLES (1000% EDGE GRAIN, 100%) 5 1/2" EXPOSURE TREATMENT:TBD APPLICATION:INSTALL PER MFGR. INSTRUCTION & R703 DETAIL REF.:10/AD-1 APPROVALS:N/A BRICK VENEER: PRODUCT:RECLAIMED BRICK SAWN VENEER COLOR:LIME (WHITE) WASHED OR STUCCO FOG THICKNESS:1" -1.5" NOMINAL WEIGHT:<8.5 LBS/S.F. APPLICATION:MODULAR BRICK COURSE PER ELEVATION DETAIL REF.:8/AD-1 APPROVALS:N/A WOOD SHINGLE ROOFING: PRODUCT: #1 WESTERN RED CEDAR, WOOD SHINGLE -FIRE TREATED MFGR:FSR TREATMENT, INC. WWW.FIRESMARTROOFING.COM (OR EQUIV.) COLOR: NATURAL APPLICATION: 18" RE-BUTTED & RE-JOINED PERFECTION SHINGLES (100% EDGE GRAIN, 100% CLEAR) 5 1/2" EXPOSURE. CLOSED VALLEY W/. MITERED HIP CUTS, 16' GAUGE COPPER FLASHIN, STAGGERED COURSING (REF. DTL. 1/A-5) CODE:CLASS A ASSEMBLY (ICC#ESR-1410) COPPER METAL ROOFING: PRODUCT:COPPER STANDING SEAM METAL ROOFING, ULTRA-COOL, CB-150 MFGR:CUSTOM-BILT METALS COLOR:TO BE APPROVED BY ARCH. & OWNER GUTTERS: MATERIAL: METAL -COPPER COLOR:WEATHERED COPPER -ARCH. TO APPV. PROFILE: HALF ROUND (5") (VERIFY W/. ARCH.) APPLICATION:INSTALL PER MFGR. 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 92102 PHONE: 800.250.4519 WEB:WWW.WESTCOAT.COM CODE:ICC # ESR-2201 PRODUCT:ALX CUSTOM FLASHING & WEATHERSTRIPPING PROVIDE CORROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING, MIN. 24-GAUGE 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. 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. FIRST FLOOR F.F. 12.92' FIRST FLOOR F.F. 12.92' SECOND FLOOR F.F. 24.50' SECOND FLOOR F.F. 24.50' ROOF PLATE 35.00' ROOF PLATE 35.00' SECOND FLOOR PLATE 23.29' SECOND FLOOR PLATE 23.29' 23 27 20 1921 39 MAX RIDGE HEIGHT 41.52' MAX RIDGE HEIGHT 41.52' FIRST FLOOR T.O.S. 12.80' FIRST FLOOR T.O.S. 12.80' PLPL 29' - 0"10' - 6"1' - 2 1/2"10' - 4 1/2"10' - 6"11' - 7"8 4 9 13 9 9 10 7 7 7 :1 2 7:12 5 6 MAX.1' - 0"2'-0" MIN.41.29' HT. CERT. REQ'D.41.29' HT. CERT. REQ'D. 28.00' T.R.ABV. F.F.42" MIN.SILL HT.3' - 6"HD. HT.9' - 0"SILL HT.10' - 6"HD. HT.13' - 0"3 A-5.0 GRADE PLANE 12.52' GRADE PLANE 12.52' 2 A-5.1 MAX FLAT ROOF 36.52' MAX FLAT ROOF 36.52'24' - 0"3 AD-2.0 4 AD-2.0 7 AD-2.0 8 AD-2.0 13 AD-1.0 15 AD-1.0 14 AD-1.0 10 AD-1.0 39.72' AD-1.0 24 2 FIRST FLOOR F.F. 12.92' FIRST FLOOR F.F. 12.92' SECOND FLOOR F.F. 24.50' SECOND FLOOR F.F. 24.50' ROOF PLATE 35.00' ROOF PLATE 35.00' 1 A-5.0 SECOND FLOOR PLATE 23.29' SECOND FLOOR PLATE 23.29' 7 :1 2 7:12 7:127:1 2 4 22232827 26 25 24 810 6 12 9 MAX RIDGE HEIGHT 41.52' MAX RIDGE HEIGHT 41.52' FIRST FLOOR T.O.S. 12.80' FIRST FLOOR T.O.S. 12.80' PLPL29' - 0"10' - 6"1' - 2 1/2"10' - 4 1/2"10' - 6"11' - 7"1 2 3 4 5 6 7 2 8 4 99 910 999 9 11 11 9 10 12 11 13SILL HT.3' - 6"HD. HT.9' - 0"ABV. F.F.42" MINABV. F.F.42" MIN.SILL HT.5' - 0"SILL HT.6' - 6"SILL HT.4' - 0"SILL HT.3' - 6"HD. HT.9' - 0"28.38' T.R.28.38' T.R. 39.81' HT. CERT. REQ'D.39.97' HT. CERT. REQ'D.39.72' HT. CERT. REQ'D.MAX.1' - 0"38.68' HT. CERT. REQ'D. GRADE PLANE 12.52' GRADE PLANE 12.52' 7 HD. HT.9' - 0"1 A-5.1 MAX FLAT ROOF 36.52' MAX FLAT ROOF 36.52'24' - 0"6 :1 2 6:12 19 AD-1.0 14 AD-1.0 15 AD-1.0 13 AD-1.0 10 AD-1.0 7 AD-2.0 8 AD-2.0 3 AD-2.0 4 AD-2.0 8 AD-1.0HD. HT.8' - 0"SILL HT.4' - 0"13 11 2 A-5.0 42 CLR.9' - 6"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 03.16.22 EXTERIOR ELEVATIONSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-4.1 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1 (N.) UTILITY PANEL LOCATION (PROVIDE MIN. 36" CLEAR IN FRONT) 2 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 3 WOOD TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 4 DECO. 'BELLYBAND' - AZEK, PAINT AS SELCTED, SMOOTH FINISH, ARCH. TO APPROVE PROFILE 5 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 802.4.2.4) 6 DECORATIVE CHIMNEY ENCLOSURE TO BE INSTALLED AND TERMINATED PER MFGR. SPEC. OF THE FACTORY-BUILT FIREPLACE AND/OR CHIMNEY (R1005 OF CRC) 7 COPPER GUTTER - REF. MAT. SCHEDULE AND DETAILS, SHAPE AS SEL., ARCH TO APPV. PROFILE - PROVIDE SHOP DWGS. TO ARCH. 8 4X6 DECO. TIMBER CORBEL - CHAMFER EDGES APPX. 1/2", PAINT AS SEL. 9 WOOD SHINGLE ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 10 BRICK VENEER - REF. MAT. SCHEDULE SHT. A-4.0 11 BOARD & BATTEN SIDING, FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 12 WOOD SHINGLE SIDING - REF. MATERIAL SCHEDULE SHT. A-4.0 13 COPPER METAL ROOF - REF. MAT. SCHEDULE SHT. A-4.0 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION NO. REVISION DATE FIRST FLOOR F.F. 12.92' FIRST FLOOR F.F. 12.92' SECOND FLOOR F.F. 24.50' SECOND FLOOR F.F. 24.50' ROOF PLATE 35.00' ROOF PLATE 35.00' SECOND FLOOR PLATE 23.29' SECOND FLOOR PLATE 23.29' MAX RIDGE HEIGHT 41.52' MAX RIDGE HEIGHT 41.52' FIRST FLOOR T.O.S. 12.80' FIRST FLOOR T.O.S. 12.80' 3 A-5.0 32 11 12 21 24CLR.10' - 0"9' - 0"CLR.9' - 10"9' - 10" CLR.FOYER LOUNGE HALLWAY ATTIC 3:12 3:12 PL 2 A-5.1 MAX FLAT ROOF 36.52' MAX FLAT ROOF 36.52' 1 LAUNDRY W.I.C.BATH #2 PL AD-1.0 24 2 3 4 5 6 7 AD-1.0 15 8 9 6 :1 2 6:12 10 11 10' - 6"1' - 2 1/2"10' - 4 1/2"10' - 6"11' - 7"CLR.9' - 0"20 AD-1.0 20 TYP. 11"TYP.7 3/4"36" MIN.SECOND LEVEL T.O.S. 24.38' SECOND LEVEL T.O.S. 24.38'10' - 6"1 1/2"1' - 1"10' - 4 1/2"EXTERIOR WALL: 2 x 6 CONST. OR LARGER:R-21 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 F.F. 12.92' FIRST FLOOR F.F. 12.92' SECOND FLOOR F.F. 24.50' SECOND FLOOR F.F. 24.50' ROOF PLATE 35.00' ROOF PLATE 35.00' 1 A-5.0 SECOND FLOOR PLATE 23.29' SECOND FLOOR PLATE 23.29' MAX RIDGE HEIGHT 41.52' MAX RIDGE HEIGHT 41.52' FIRST FLOOR T.O.S. 12.80' FIRST FLOOR T.O.S. 12.80' 17 20 6 2623 MASTER RETREATMASTER BATHBATH #2BEDROOM #2 2-CAR GARAGE LOUNGE DINING GREAT ROOM CLR.9' - 10"CLR.9' - 10"CLR.9' - 0"SLOPE PER CIVIL CLR.10' - 0"7 :1 2 7 :1 2 7:12 ATTIC 1 A-5.1 MAX FLAT ROOF 36.52' MAX FLAT ROOF 36.52' PL PL 12 3 2 4 5 1313 6:12 6 :1 2 14ABV. F.F.42" MIN.28.16' T.R. 2% SLOPE MIN 7 AD-1.0 7 AD-1.0 15 AD-1.0 15 AD-1.0 14 19 AD-1.0 8 16 10' - 6"1' - 2 1/2"10' - 4 1/2"10' - 6"11' - 7"2 A-5.0 20 AD-1.0 SECOND LEVEL T.O.S. 24.38' SECOND LEVEL T.O.S. 24.38'10' - 6"1 1/2"1' - 1"10' - 4 1/2"SLOPE PER CIVIL FIRST FLOOR F.F. 12.92' FIRST FLOOR F.F. 12.92' SECOND FLOOR F.F. 24.50' SECOND FLOOR F.F. 24.50' ROOF PLATE 35.00' ROOF PLATE 35.00' SECOND FLOOR PLATE 23.29' SECOND FLOOR PLATE 23.29' MAX RIDGE HEIGHT 41.52' MAX RIDGE HEIGHT 41.52' FIRST FLOOR T.O.S. 12.80' FIRST FLOOR T.O.S. 12.80' 3 A-5.0 2 A-5.1 MAX FLAT ROOF 36.52' MAX FLAT ROOF 36.52' 32 11 12 21 24CLR.10' - 0"CLR10' - 0"CLR.9' - 10"9' - 10" CLR.STAIRS FOYER LOUNGE MASTER BATHW/C. HALLWAY ATTIC 3 :1 2 3:12 PLPL AD-1.0 24 3 4 5 6 7 AD-1.0 15 8 9 10' - 6"1' - 2 1/2"10' - 4 1/2"10' - 6"11' - 7"20 AD-1.0 17 18 41.29' HT. CERT. REQ'D.TYP7 3/4"TYP 11" 19 10 1 ABV. F.F.42" MIN36" MIN.SECOND LEVEL T.O.S. 24.38' SECOND LEVEL T.O.S. 24.38'10' - 6"1 1/2"1' - 1"10' - 4 1/2"NOTE:PROIVDE (1) LAYER 5/8" MOLD TOUGH VHI FIRECODE 'X' BD. TO INSIDE FACE OF ALL MECH. ROOM AND UNDERSIDE OF STAIR FRAMING 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 03.16.22 BUILDING SECTIONSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-5.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1/4" = 1'-0"1 TRANSVERSE SECTION 1 1 SKYLIGHT - SIZE AS DIM. - 'SKYCO' ICC #ESR-3837 OR EQUIV. (REF. DTL 21 / AD-1.0) 2 CEILING FRAMING - REF. STRUCT. 3 ROOF RAFTERS - REF. STRUCT. 4 FLOOR JOISTS - REF. STRUCT. 5 CONCRETE SLAB ON GRADE - REF. STRUCT. 6 WOOD SHINGLE SIDING - REF. MATERIAL SCHEDULE SHT. A-4.0 7 DOWNSPOUT - COPPER FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 8 WOOD SHINGLE ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 9 BRICK VENEER - REF. MAT. SCHEDULE SHT. A-4.0 10 INTERIOR STAIR MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. 4/AD-1.0 11 INTERIOR GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 12 DECO. 'BELLYBAND' - AZEK, PAINT AS SELCTED, SMOOTH FINISH, ARCH. TO APPROVE PROFILE 13 DECORATIVE PENDANT LIGHT FIXTURE 14 DECK FRAMING - REF. STRUCT. 15 WOOD TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 16 BOARD & BATTEN SIDING, FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 17 SPA EQUIPMENT - PROVIDE POWER, AND VENTING AS REQ'D. BY MFG'R. 18 ENCLOSED USEABLE SPACE UNDER STAIRWAY USE 5/8" TYPE 'X' GYP. BD. FINISH TYP. (1/2" MIN.) (CRC R302.7) 19 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-1.0 20 COPPER GUTTER - REF. MAT. SCHEDULE AND DETAILS, SHAPE AS SEL., ARCH TO APPV. PROFILE - PROVIDE SHOP DWGS. TO ARCH. 1/4" = 1'-0"3 LONGITUDINAL SECTION 1 NO. REVISION DATE 1/4" = 1'-0"2 TRANSVERSE SECTION 2 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. EXTERIOR WALL: 2 x 6 CONST. OR LARGER:R-21 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 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 F.F. 12.92' FIRST FLOOR F.F. 12.92' SECOND FLOOR F.F. 24.50' SECOND FLOOR F.F. 24.50' ROOF PLATE 35.00' ROOF PLATE 35.00' SECOND FLOOR PLATE 23.29' SECOND FLOOR PLATE 23.29' MAX RIDGE HEIGHT 41.52' MAX RIDGE HEIGHT 41.52' FIRST FLOOR T.O.S. 12.80' FIRST FLOOR T.O.S. 12.80' 3 A-5.0 2 A-5.1 MAX FLAT ROOF 36.52' MAX FLAT ROOF 36.52'10' - 6"11' - 7"10' - 6"1' - 2 1/2"10' - 4 1/2"MASTER W.I.C. MASTER SUITE MASTER RETREAT KITCHEN GREAT ROOM 212019 32CLR.10' - 0"CLR.10' - 0"CLR.10' - 3 3/4"CLR.9' - 0"9' - 10"1 2 3 3 :1 2 3:12 4 5 41.29' HT. CERT. REQ'D. PL PL 6 7 8 9 AD-1.0 14 AD-1.0 15 17 18 19 20 AD-1.0 2420 AD-1.0 SECOND LEVEL T.O.S. 24.38' SECOND LEVEL T.O.S. 24.38'10' - 6"1 1/2"1' - 1"10' - 4 1/2"FIRST FLOOR F.F. 12.92' FIRST FLOOR F.F. 12.92' SECOND FLOOR F.F. 24.50' SECOND FLOOR F.F. 24.50' ROOF PLATE 35.00' ROOF PLATE 35.00' 1 A-5.0 SECOND FLOOR PLATE 23.29' SECOND FLOOR PLATE 23.29' MAX RIDGE HEIGHT 41.52' MAX RIDGE HEIGHT 41.52' FIRST FLOOR T.O.S. 12.80' FIRST FLOOR T.O.S. 12.80' 1 A-5.1 MAX FLAT ROOF 36.52' MAX FLAT ROOF 36.52' MASTER SUITE KITCHEN MASTER W.I.C. BUTLER'S KIT. STAIRS STAIRS FOYER PWDR.PWDR. STORAGE BEDROOM #3 LAUNDRY 14 15 16 6 2226 41 40 CLR.14' - 10 1/4"CLR.10' - 0"CLR.10' - 0"CLR.13' - 6 1/2"CLR.9' - 10"CLR.9' - 10"CLR.21' - 7"CLR.9' - 10"CLR.9' - 10"CLR.9' - 0"CLR.9' - 10"9 4 1 5 2 10 11 12 13 4 14 7 :1 2 7:12 6 :1 2 7:12 6:12 2% MIN. SLOPEABV. F.F.42" MIN.15 28.16' T.R. 38.68' 7 AD-1.0 7 AD-1.0 AD-1.0 15 6 16 PLPL 3 ATTIC AD-1.0 21 19 AD-1.0 10' - 4 1/2"1' - 2 1/2"10' - 6"11' - 7"10' - 6"2 A-5.0 20 AD-1.0 SECOND LEVEL T.O.S. 24.38' SECOND LEVEL T.O.S. 24.38'10' - 4 1/2"1' - 1"1 1/2"10' - 6"SLOPE PER CIVILABV. F.F.42" MIN.36" MIN41.29' HT. CERT. REQ'D. SLOPE PER CIVIL 17 AD-1.0 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: FIRE-BLOCKING & DRAFT STOP NOTESA INSULATION SCHEDULEB ANNOTATION LEGENDC KEYNOTESD BRANDON ARCHITECTS 03.16.22 BUILDING SECTIONSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-5.1 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1 ROOF RAFTERS - REF. STRUCT. 2 FLOOR JOISTS - REF. STRUCT. 3 CONCRETE SLAB ON GRADE - REF. STRUCT. 4 DECORATIVE PENDANT LIGHT FIXTURE 5 CEILING FRAMING - REF. STRUCT. 6 WOOD SHINGLE ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 7 BRICK VENEER - REF. MAT. SCHEDULE SHT. A-4.0 8 BUILT-IN CLOSET - CUSTOM PER INTERIOR DESIGNER 9 KITCHEN ISLAND - BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE W/. I.D. & OWNER 10 CLOSET ISLAND - CUSTOM PER INTERIOR DESIGNER 11 ENCLOSED USEABLE SPACE UNDER STAIRWAY USE 5/8" TYPE 'X' GYP. BD. FINISH TYP. (1/2" MIN.) (CRC R302.7) 12 INTERIOR STAIR MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. 4/AD-1.0 13 INTERIOR GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 14 SKYLIGHT - SIZE AS DIM. - 'SKYCO' ICC #ESR-3837 OR EQUIV. (REF. DTL 21 / AD-1.0) 15 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 16 WOOD SHINGLE SIDING - REF. MATERIAL SCHEDULE SHT. A-4.0 17 DECO. 'BELLYBAND' - AZEK, PAINT AS SELCTED, SMOOTH FINISH, ARCH. TO APPROVE PROFILE 18 COPPER GUTTER - REF. MAT. SCHEDULE AND DETAILS, SHAPE AS SEL., ARCH TO APPV. PROFILE - PROVIDE SHOP DWGS. TO ARCH. 19 DOWNSPOUT - COPPER FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 20 STONE CAP FINISH O/. FLASHING AND/OR WATERPROOF MEMBRANE, SLOPED TOP (2% MIN) 1/4" = 1'-0"1 TRANSVERSE SECTION 3 1/4" = 1'-0"2 LONGITUDINAL SECTION 2 NO. REVISION DATE L L W W B L L L L L L L L LLL WW L B BBBB B R R L L L L LL LBB BB B BBBBBBBBBBBBBBBR R R L B E W F F F W L L B B BB L L R R R RRR B B BBBB B B B B B B B E E B E E E E E B B 1 A-5.0 1 A-5.0 3 A-5.0 3 A-5.0 1 A-5.1 1 A-5.1 MASTER W.I.C. MASTER SUITE MASTER RETREAT MASTER BATH W/C. STAIRS HALLWAY W.I.C. BEDROOM #2 BATH #2 BATH #3 BEDROOM #3 DRYWALL FINISH 10' - 0" A.F.F. DRYWALL FINISH 10' - 0" A.F.F. DRYWALL FINISH 10' - 0" A.F.F. DRYWALL FINISH 9' - 0" A.F.F. DRYWALL FINISH 10' - 0" A.F.F. DRYWALL FINISH 10' - 0" A.F.F. DRYWALL FINISH 9' - 0" A.F.F. DRYWALL FINISH 9' - 0" A.F.F. LAUNDRY DRYWALL FINISH 9' - 0" A.F.F. DRYWALL FINISH 10' - 0" A.F.F. DRYWALL FINISH 10' - 0" A.F.F. 2 A-5.1 2 A-5.1 40 41 ATTIC ACCESS 1 2 7:12 7:12 7:12 7:127:127:12 7:12 VAULTED DRYWALL FINISH VAULTED DRYWALL FINISH VAULTED DRYWALL FINISH VAULTED DRYWALL FINISH 7:12 7:12 MA MA SD MA MA 4 GLASS-MAT MOLD TOUGH GYP. BD. GLASS-MAT MOLD TOUGH GYP. BD. GLASS-MAT MOLD TOUGH GYP. BD. GLASS-MAT MOLD TOUGH GYP. BD. 427:127:127:12 7:12 ATTIC ACCESS 2 A-5.0 2 A-5.01' - 11 1/2"1' - 11 1/2"1' - 11 1/2"1' - 11 1/2"1' - 11 1/2"1' - 11 1/2"1' - 11 1/2"1' - 11 1/2"1' - 11 1/2"1' - 7 1/8"1' - 0 3/4"3' - 4 1/4" DRYWALL FINISH 10' - 0" A.F.F. 30" X 30" ROOF ACCESS MECHANICAL NOTE: 1. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH ON EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. FANS IN THE BATHROOM CONTAINING BATHTUB, SHOWERS, OR TUB/SHOWER COMBINATION SHALL BE ON HUMIDITY CONTROL. 2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE (R302.5.2) 3. 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. (CMC 504.4.2.1) DRYER VENT TERMINATION MUST BE 3-FEET FROM OPENINGS INTO THE BUILDING (DOORS AND OPERABLE WINDOWS), 10-FEET FROM FORCED AIR INLET, AND 3-FEET FROM PROPERTY LINE (NOT TO DISCHARGE ONTO A PUBLIC WALKWAY). (CMC 502.2.1) IF DRYER LOCATED IN A CLOSET PROVIDE A MIN. 100 SQ.IN. OPENING IN THE CLOSET DOOR. (CMC. 504.4.1) STAIRWAY ILLUMINATION: 1.INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. (R303.7) EXCEPTION:A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. 2.EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. (R303.8) SMOKE, CARBON MONOXIDE AND COMBINATION ALARM: 1. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R314.3): A. IN EACH SLEEPING ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS C. ON EVERY LEVEL OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. D. SMOKE ALARM TO BE 36-INCHES MIN. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM UNLESS IT WOULD PREVENT THE PLACEMENT OF SMOKE ALARM PER SECTION R314.3 OF CRC. (SEE NFPA 72 SECTION 29.8.3.4 FOR SPECIFIC LOCATION) E. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED IN THE MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARM WITHIN THE INDIVIDUAL DWELLING UNIT PER SECTION R314.4 OF CRC. 2. COMBINATION (CARBON MONOXIDE & SMOKE) ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R315.2): A. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S). B. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS. C. IN EVERY BEDROOM THAT HAS A FUEL-BURNING APPLIANCE WITHIN THE BEDROOM OR ITS ATTACHED BATHROOM. D. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED IN THE MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARM WITHIN THE INDIVIDUAL DWELLING UNIT PER SECTION R315.5 OF CRC. 3. A COMBINATION CARBON MONOXIDE AND SMOKE ALARM CAN BE USED IN LIEU OF THE SMOKE OR CARBON MONOXIDE ALARM. (CRC R324.5 & R315.4) 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE-BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE-BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM . CALCULATIONS: MAIN HOUSE: 3,552 S.F. (0.03)3,552 S.F.+ [7.5 CFM x OCC. (BED. +1)] = 106.56 CFM + (7.5 x 5) = 144.06 CFM REQ'D. ROOM TAGROOM NAME 1 A-5.0 ? 1 SECTION INDICATOR KEYNOTE TAG REVISION 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 A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC 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 RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY SDMA TANKLESS WATER HEATER -SIZE AND INSTALL PER CHAPTER 5 OF CPC AND MFGR. INSTRUCTION, VERIFY THE SIZING W/. T-24 ENERGY REPORT –THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) LIGHT FIXTURE -WALL MOUNT / SCONCE LIGHT FIXTURE, TO HAVE HIGH EFFICACY AND BE LISTED -AS SELECTED, VERIFY W/. OWNER LIGHT FIXTURE -CEILING MOUNT, DECORATIVE PENDANT, TO HAVE HIGH EFFICACY AND BE LISTED -AS SELECTED, VERIFY W/. OWNER LIGHT FIXTURE -EXTERIOR WALL MOUNT / SCONCE LIGHT FIXTURE, TO HAVE HIGH EFFICACY AND BE LISTED -AS SELECTED, VERIFY W/. OWNER SMOKE DETECTOR (SD) /MULTIPURPOSE ALARM (MA)(SMOKE & CARBON MONOXIDE)- TO COMPLY W/. R314 & R315, REF.LEGEND (S.D.'S IN BEDROOM TO BE ON ARC-FAULT CIRCUIT INTERRUPTER) -SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314) FAN & LIGHT FIXTURE, CEILING MOUNT -CEILING FAN W/. LED LIGHTING SYSTEM TO BE LISTED –AS SELECTED, VERIFY W/. OWNER EXHAUST FAN WITH DUCT -ENERGY STAR COMPLIANT FAN ONLY -FAN MUST BE DUCTED TO TERMINATE AT THE OUTSIDE OF THE BUILDING, MIN. 50 CFM (R303.3) - FANS IN THE BATHROOM CONTAINING BATHTUB, SHOWERS, OR TUB/SHOWER COMBINATION SHALL BE ON HUMIDITY CONTROL - MIN. CAPACITY 50 CFM WHOLE HOUSE EXHAUST FAN -PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION 4, VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR –IF INSTALLED IN BATHROOM, THE FAN MUST RUN CONTINUOUSLY AND SHALL NOT BE TIED TO A HUMIDITY SENSOR –REF. MECH. VENTILATION NOTES ON SHEET A-6.0 FOR THE REQUIRED CFM RECESSED LED LIGHT FIXTURE -REF. ELECTRICAL LEGEND & NOTES B = 4" FIXTURE W/. BAFFLE TRIM + LAMP (ARCH. TO APPV. TRIM) R = 4" FIXTURE W/. REFLECTOR TRIM + LAMP (ARCH. TO APPV. TRIM) L = 4" FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) E = 5" EXTERIOR FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) W = 4" FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) F = DMF 5" APERTURE FAHRENHEIT DCD1 LED DOWNLIGHT (FIRE AND SOUND RATED) 1 A-5.0 1 A-5.0 3 A-5.0 3 A-5.0 1 A-5.1 1 A-5.1 2-CAR GARAGE STORAGE PWDR. FOYER DINING GREAT ROOM KITCHEN BUTLER'S KIT. C/C. STAIRS LOUNGE 2 A-5.1 2 A-5.1 DRYWALL FINISH 9' - 10" A.F.F. DRYWALL FINISH 9' - 10" A.F.F. DRYWALL FINISH 9' - 10" A.F.F. DRYWALL FINISH 9' - 10" A.F.F. DRYWALL FINISH 9' - 10" A.F.F. DRYWALL FINISH 9' - 0" A.F.F. DRYWALL FINISH 9' - 0" A.F.F. DRYWALL FINISH 9' - 10" A.F.F. MASD 1 3 1x6 T&G FINISH 10' - 4 23/32" A.F.F. 1x6 T&G FINISH 10' - 3 23/32" A.F.F. 1x6 T&G FINISH 10' - 4 1/4" A.F.F. GLASS-MAT MOLD TOUGH GYP. BD. GLASS-MAT MOLD TOUGH GYP. BD. 2 A-5.0 2 A-5.0 5 DRYWALL FINISH 9' - 10 11/32" A.F.F. (2) LAYERS 5/8" MOLD TOUGH VHI FIRECODE 'X' BD. MA SD MA DRYWALL FINISH 9' - 10 11/32" A.F.F. (2) LAYERS 5/8" MOLD TOUGH VHI FIRECODE 'X' BD. (1) LAYER 5/8" MOLD TOUGH VHI FIRECODE 'X' BD. 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: GENERAL NOTESA MECHANICAL VENTILATION NOTESB ANNOTATION LEGENDC BRANDON ARCHITECTS 03.16.22 REFLECTED CEILING PLANSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-6.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1/4" = 1'-0"1 SECOND LEVEL REFLECTED CEILING PLAN 1/4" = 1'-0"2 FIRST LEVEL REFLECTED CEILING PLAN NO. REVISION DATE 1 PROVIDE POWER FOR CUSTOM WINDOW RECESSED SHADES PER MFG'R. - OWNER TO APPR. 2 ATTIC ACCESS LOCATION, 30" X 30" MIN. 3 PROVIDE FLUSH MOUNTED OUTLET IN FLOOR (VERIFY LOC'N. W/. OWNER) 4 PROVIDE FAN TO COMPLY W/. WHOLE HOUSE VENTILATION REQUIREMENT - SEE MECH. VENT. NOTE/E-1 (ARCH. TO APPV. LOC'N.) 5 LINEAR FLUORESCENT FIXTURE - CEILING MOUNT (ALT. RECESS) SAFETY GLAZING: EACH PANE OF GLAZING IN THE FOLLOWING HAZARDOUS LOCATIONS SHALL BE TEMPERED AND HAVE THE PERMANENT IRREMOVABLE MANUFACTURER DESIGNATION THAT IS VISIBLE AFTER FINAL INSTALLATION PER SECTION R308.1. OR TO BE OF THE OTHER APPROVED SAFETY GLAZING PER SECTION R308.1. A. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (R308.4.1) EXCEPTIONS: 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING. B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN-SWINGING DOOR. (R308.4.2) EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OF THE WINDOW THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: (R308.4.3) 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR. 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES , MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHERE GLAZING IS ADJACENT TO A WALKING SURFACE AND A HORIZONTAL RAIL IS INSTALLED 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND HAVE A CROSS-SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES. 3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHERE THE BOTTOM EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. D. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (R308.4.4) GUARDS WITH STRUCTURAL GLASS BALUSTER PANELS SHALL BE INSTALLED WITH AN ATTACHED TOP RAIL OR HANDRAIL. THE TOP RAIL OR HANDRAIL SHALL BE SUPPORTED BY NOT LESS THAN THREE GLASS BALUSTER PANELS, OR SHALL BE OTHERWISE SUPPORTED TO REMAIN IN PLACE SHOULD ONE GLASS BALUSTER PANEL FAIL WITH THE EXCEPTION OF WHERE THE GLASS BALUSTER PANELS ARE LAMINATED GLASS WITH TWO OR MORE GLASS PLIES OF EQUAL THICKNESS AND OF THE SAME GLASS TYPE THE AN ATTACHED TOP RAIL OR HANDRAIL IS NOT REQUIRED. (R308.4.4.1) E. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. (R308.4.5) EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER’S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. F. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. (R308.4.6) EXCEPTIONS: 1. WHERE GLAZING IS ADJACENT TO A WALKING SURFACE AND A HORIZONTAL RAIL IS INSTALLED AT 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND HAVE A CROSS-SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES . 2. GLAZING 36 INCHES OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. G. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING. (R308.4.7) EXCEPTION: WHERE THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE GLASS IS MORE THAN 18 INCHES FROM THE GUARD. SKYLIGHTS & SLOPED GLAZING: A. THE GLAZING MATERIAL SHALL BE FULLY TEMPERED, HEAT-STRENGTHENED GLASS, WIRED GLASS, APPROVED RIGID PLASTICS OR LAMINATED GLASS WITH A MINIMUM 0.030 INCH INTERLAYER THICKNESS. (R308.6.2) B. FOR SKYLIGHTS AND SLOPED GLAZING WITH GLAZING MATERIAL OTHER THAN LAMINATED GLASS AND APPROVED RIGID PLASTIC PROVIDE THE RETAINING SCREEN PER SECTION R308.6.3 THRU R308.6.7. C. UNIT SKYLIGHTS INSTALLED IN A ROOF WITH A PITCH OF LESS THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25- PERCENT SLOPE) SHALL BE MOUNTED ON A CURB EXTENDING NOT LESS THAN 4 INCHES (102 MM) ABOVE THE PLANE OF THE ROOF, UNLESS OTHERWISE SPECIFIED IN THE MANUFACTURER’S INSTALLATION INSTRUCTIONS. (R308.6.8) D. UNIT SKYLIGHTS AND TUBULAR DAYLIGHTING DEVICES SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING MANUFACTURER, PERFORMANCE GRADE RATING AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA/CSA 101/I.S.2/A440. (308.6.9) EMERGENCY ESCAPE AND RESCUE OPENINGS: A. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE MAINTAINED FREE OF ANY OBSTRUCTIONS OTHER THAN THOSE ALLOWED BY THIS SECTION AND SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PERMITTED TO COMPLY WITH ASTMF2090. (R310.1.1) B. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. (R310.2.1) EXCEPTION: GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET. C. THE BOTTOM OF THE CLEAR OPENING OF THE EMERGENCY ESCAPE AND RESCUE WINDOWS SHALL BE LOCATED LESS THAN 44 INCHES ABOVE FLOOR FINISH. (R310.2.2) D. DOORS SERVING AS THE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE SIDE-HINGED OR A SLIDER. (R310.3) EGRESS DOOR: THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. THE CLEAR HEIGHT OF THE DOOR OPENING SHALL BE NOT LESS THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. (R311.2) MISCELLANEOUS: A. FRONT DOOR -PROVIDE SHOP DWG'S. TO ARCH. FOR APPV'L. PRIOR TO FABRICATION. B. WINDOW WALLS SHOULD BE FIELD MEASURED & DWG'S. PROVIDED TO ARCH. FOR APPV'L. PRIOR TO FAB. C. ALL EXTERIOR GLAZINGS U-FACTOR AND SHGC SHALL BE PER T-24 ENERGY CALCS, REF. T-24 ENERGY CALCS SHEETS FOR MORE INFORMATION D. FENESTRATION MUST HAVE PERMANENT AND TEMPORARY LABELS FENESTRATION SHALL HAVE THE MAX U-FACTOR = 0.50 & MAX SHGC = 0.38 ALL WINDOW AND DOOR SIZES ARE NOMINAL SIZES; THEY ARE SUBJECT TO CHANGE UPON FINAL MANUFACTURER SELECTION. CONTRACTOR TO PROVIDE CUT SHEETS AND SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. 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 GENERAL NOTESA 03.16.22 DOOR & WINDOW SCHEDULEDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 A-7.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON WINDOW SCHEDULE CW LEVEL (SILL) DESCRIPTION OPERATION ROUGH OPENING MANUFACTURER MODEL MATERIAL FINISH T-24 GLAZING HEAD HT. COMMENTSWIDTH HEIGHT U-FACTOR S.H.G.C. H 1 FIRST FLOOR F.F. STEEL SIDELITE 1' - 2" 9' - 0" EUROLINE STEEL CUSTOM STEEL PAINT 0.38 0.38 TEMP. DOOR AND WINDOW COMBINATION ASSEMBLY, SEE WINDOW #2 AND DOOR #1 ON DOOR SCHEDULE 2 FIRST FLOOR F.F. STEEL SIDELITE 1' - 2" 9' - 0" EUROLINE STEEL CUSTOM STEEL PAINT 0.38 0.38 TEMP. DOOR AND WINDOW COMBINATION ASSEMBLY, SEE WINDOW #1 AND DOOR #1 ON DOOR SCHEDULE 3 FIRST FLOOR F.F. ALUM. CLAD WD. DOUBLE CASEMENT 3' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 4 FIRST FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 5 FIRST FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 6 FIRST FLOOR F.F. ALUM. CLAD WD. DOUBLE CASEMENT 5' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 7 FIRST FLOOR F.F. ALUM. CLAD WD. DOUBLE CASEMENT 5' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 8 FIRST FLOOR F.F. ALUM. CLAD WD. CASEMENT 3' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 9 FIRST FLOOR F.F. ALUM. CLAD WD. FIXED 3' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 10 FIRST FLOOR F.F. ALUM. CLAD WD. CASEMENT 3' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 11 FIRST FLOOR F.F. ALUM. CLAD WD. CASEMENT 3' - 0" 4' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 8' - 0" WINDOW TO MEET EGRESS REQUIREMENTS, SEE EMERGENCY ESCAPE AND RESCUE OPENING NOTES 12 FIRST FLOOR F.F. ALUM. CLAD WD. FIXED 3' - 0" 4' - 0"JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 8' - 0" 13 FIRST FLOOR F.F. ALUM. CLAD WD. CASEMENT 3' - 0" 4' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 8' - 0" 14 FIRST FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 0" 4' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 15 FIRST FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 16 FIRST FLOOR F.F. ALUM. CLAD WD. DOUBLE CASEMENT 4' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 14' - 4" 17 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" WINDOW TO MEET EGRESS REQUIREMENTS, SEE EMERGENCY ESCAPE AND RESCUE OPENING NOTES 18 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" 19 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 3' - 0" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" 20 SECOND FLOOR F.F. ALUM. CLAD WD. FIXED 3' - 0" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 21 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 3' - 0" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" 22 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" 23 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" 24 SECOND FLOOR F.F. ALUM. CLAD WD. DOUBLE CASEMENT 5' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 25 SECOND FLOOR F.F. ALUM. CLAD WD. FIXED 4' - 0" 2' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 26 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 0" 4' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" 27 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" WINDOW TO MEET EGRESS REQUIREMENTS, SEE EMERGENCY ESCAPE AND RESCUE OPENING NOTES 28 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" 29 SECOND FLOOR F.F. STEEL SIDELITE 1' - 6" 9' - 0" EUROLINE STEEL CUSTOM STEEL PAINT 0.38 0.38 TEMP. DOOR AND WINDOW COMBINATION ASSEMBLY, SEE WINDOW #30 AND DOOR #18 ON DOOR SCHEDULE 30 SECOND FLOOR F.F. STEEL SIDELITE 1' - 6" 9' - 0" EUROLINE STEEL CUSTOM STEEL PAINT 0.38 0.38 TEMP. DOOR AND WINDOW COMBINATION ASSEMBLY, SEE WINDOW #29 AND DOOR #18 ON DOOR SCHEDULE 31 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 0" 4' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" 32 SECOND FLOOR F.F. ALUM. CLAD WD. DOUBLE CASEMENT 5' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 33 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" 34 SECOND FLOOR F.F. ALUM. CLAD WD. CASEMENT 2' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD.PAINT 0.35 0.38 TEMP. 9' - 0" WINDOW TO MEET EGRESS REQUIREMENTS, SEE EMERGENCY ESCAPE AND RESCUE OPENING NOTES 35 SECOND FLOOR F.F. ALUM. CLAD WD. DOUBLE CASEMENT 5' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 36 SECOND FLOOR F.F. ALUM. CLAD WD. DOUBLE CASEMENT 4' - 6" 5' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 8' - 3" 37 SECOND FLOOR F.F. ALUM. CLAD WD. DOUBLE CASEMENT 5' - 0" 5' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 9' - 0" 38 SECOND FLOOR F.F. ALUM. CLAD WD. FIXED 1' - 6" 2' - 0" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 12' - 0" 39 SECOND FLOOR F.F. ALUM. CLAD WD. FIXED 1' - 8" 2' - 6" JELD-WEN WINDOWS AND DOORS EPICVUE ALUM. CLAD WD. PAINT 0.35 0.38 TEMP. 13' - 0" 40 ROOF PLATE SKYLIGHT FIXED 3' - 0" 4' - 0" SKYCO AS SEL.STEEL PAINT 0.55 0.3 TEMP. 41 ROOF PLATE SKYLIGHT FIXED 5' - 0" 4' - 0" SKYCO AS SEL.STEEL PAINT 0.55 0.3 TEMP. 42 ROOF PLATE SKYLIGHT FIXED 2' - 0" 3' - 0" SKYCO AS SEL.STEEL PAINT 0.55 0.3 TEMP. DOOR SCHEDULE NO. LEVEL DESCRIPTION WIDTH HEIGHT MANUFACTURER MODEL FRAME TYPE GLAZING FIRE RATING T-24 FINISH COMMENTSU-FACTOR S.H.G.C. DOOR FRAME 1 FIRST FLOOR F.F. EXTERIOR SINGLE DUTCH 42" 108" EUROLINE THERMAL STEEL STEEL TEMP. NON-RATED 0.48 0.38 PAINT PAINT EGRESS DOOR PER R311.2, SEE EGRESS DOOR NOTES 2 FIRST FLOOR F.F. EXT. 3-PANEL GLASS POCKET 138" 108" EUROLINE CUSTOM STEEL TEMP. NON-RATED 0.5 0.38 PAINT PAINT 3 FIRST FLOOR F.F. EXT. 3-PANEL GLASS POCKET 138" 108" EUROLINE CUSTOM STEEL TEMP. NON-RATED 0.5 0.38 PAINT PAINT 4 FIRST FLOOR F.F. EXTERIOR SINGLE 36" 108" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 1-1/2" MAX. STEP AT OUTSWING DOORS 5 FIRST FLOOR F.F. CUSTOM GARAGE DOOR 216" 108" TBD CUSTOM STEEL TEMP. NON-RATED - - PAINT PAINT CUSTOM GARAGE DOOR 6 FIRST FLOOR F.F. INTERIOR DOUBLE 72" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT DOOR SHALL BE 1-3/8" MIN. SOLID CORE DOOR, SELF CLOSING & SELF LATCHING 7 FIRST FLOOR F.F. INTERIOR SINGLE - RATED 36" 96" TBD TBD WOOD N/A 20-MIN 0.5 - PAINT PAINT DOOR SHALL BE 1-3/8" MIN. SOLID CORE DOOR, SELF CLOSING & SELF LATCHING 8 FIRST FLOOR F.F. INTERIOR SINGLE 32" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 9 FIRST FLOOR F.F. INTERIOR POCKET 32" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 10 FIRST FLOOR F.F. INTERIOR SINGLE 30" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 11 FIRST FLOOR F.F. INTERIOR POCKET 36" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 12 FIRST FLOOR F.F. INTERIOR POCKET 36" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 13 FIRST FLOOR F.F. INTERIOR POCKET 36" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 14 SECOND FLOOR F.F. INTERIOR SINGLE 36" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 15 SECOND FLOOR F.F. INTERIOR SINGLE 34" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 16 SECOND FLOOR F.F. INTERIOR SINGLE 32" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 17 SECOND FLOOR F.F. INTERIOR SINGLE 34" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 18 SECOND FLOOR F.F. EXTERIOR DOUBLE DUTCH 72" 108" EUROLINE CUSTOM STEEL TEMP. NON-RATED 0.48 0.38 PAINT PAINT 19 SECOND FLOOR F.F. INTERIOR SINGLE 32" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 20 SECOND FLOOR F.F. INTERIOR SINGLE 32" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 21 SECOND FLOOR F.F. INTERIOR SINGLE 36" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 22 SECOND FLOOR F.F. INT. BARN DOOR 36" 96" CUSTOM CUSTOM WOOD N/A NON-RATED - - PAINT PAINT 23 SECOND FLOOR F.F. INT. BARN DOOR 36" 96" CUSTOM CUSTOM WOOD N/A NON-RATED - - PAINT PAINT 24 SECOND FLOOR F.F. INTERIOR SINGLE 32" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 25 FIRST FLOOR F.F. EXTERIOR - PANELED DOUBLE DOORS 52" 60" TBD TBD STEEL N/A NON-RATED - - PAINT PAINT DOORS TO BE PANELED TO MATCH EXTERIOR SIDING, PROVIDE VENT PER HEAT PUMP/COMPRESSOR MFGR. 26 SECOND FLOOR F.F. INTERIOR POCKET 36" 96" TBD TBD WOOD N/A NON-RATED - - PAINT PAINT 27 SECOND FLOOR F.F. EXT. 3-PANEL GLASS POCKET 138" 108" EUROLINE CUSTOM STEEL TEMP. NON-RATED 0.5 0.38 PAINT PAINT NO. REVISION DATE WALL FLOOR INTERIOR GARAGE INTERIOR INTERIOR (2) LAYER 5/8" MOLD TOUGH VHI FIRECODE X BD. OR EQ. TABLE R302.6, OVER TRUSS JOISTS (1) LAYER 5/8" MOLD TOUGH VHI FIRECODE X BD. OR EQ. DBL. TOP PLATE SHEAR WALL PER STRUCT. PLAN (AS OCCURS) XX E.N. R-30 INSULATION (REF. PLANS) 2x BLOCKING (AS REQ'D.) MIN. R-13 INSULATION (ACOUSTIC BATT. AS REQUIRED) FLOOR/DECK FRAMING (PER STRUCT.) DOUBLE SOLID BLOCK (TYP.) 1-1/8" FLR. SHT'G. (PER STRUCT.) CEILING PRODUCT LISTING:ICC- ES ESR-3837 B B A A SECTION B-B MFG'R. STEP FLASHING ELEVATION SECTION A-A INSULATION -PLACE CAREFULLY AROUND WINDOW FINISH MATERIAL FASTEN TO CURB WITH SCREWS FURNISHED WITH SKYLIGHT 1/4" Max. 6 mm Max. VENTILATION INSULATION FINISH MATERIAL VAPOR BARRIER SHEATHING FINISH MATERIAL ASPHALT SHINGLE STEP FLASHING VAPOR BARRIER BLOCKING AS REQ'D UNDERLAYMENT UNDERLAYMENT CURB ROOFING PER PLAN UNDERLAYMENT SILL FLASHING 1 2 7 -1 3 3 m m 5 "-5 1 /4 " FIXED CURB MOUNTED SKYLIGHT (FCM) HEADERS OR BLOCKING AS REQUIRED PER CODE(S) FINISH RAW EDGE OF FINISH MATERIAL TO PROVIDE A MOISTURE BARRIER UTILIZING SEALING TAPE AND/OR ADHESIVE SEALANT SKYLIGHT HEAD FLASHING PLACED BETWEEN UNDERLAYMENT 6 0 -1 0 0 m m 2 3 /8 "-4 "SHEATHING FLUE CONNECTION -FACTORY BUILT CHIMNEY TO COMPLY W/ CRC R1005, LISTED AND LABELED AND INSTALLED AND TERMINATED IN ACCORDANCE WITH MFGR'S. INSTALLATION INSTRUCITONS. CHIMNEYS FOR USE WITH FACTORY BUILT FIREPLACES SHALL COMPLY W/. THE REQ'TS. OF UL-127 FIREBOX OPENING -AS SEL. FRAMING PER PLAN - PROVIDE R.O. & CLEARANCES PER FIREPLACE LISTING NOTE: A. FACTORY BUILT FIREPLACES SHALL BE LISTED, LABELED AND INSTALLED IN ACCORDANCE W/. THE CONDITIONS OF THE LISTING. FACTORY BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE W/. UL-127. INT. FINISH PER PLAN -5/8" GYP. BD. TYP. U.N.O. TRIM PER LISTING HEARTH EXTENSION OF APPROVED FACTORY-BUILT FIREPLACE SHALL BE INSTALLED IN ACCORDANCE WITH THE LISTING OF THE FIREPLACE. HEARTH EXTENSION TO BE READILY DISTINGUISHABLE FROM THE SURROUNDING FLOOR AREA. CHIMNEY SUPPORT: WHERE FACTORY BUILT CHIMNEYS ARE SUPPORTED BY STRUCTURAL MEMBERS, SUCH AS JOISTS & RAFTERS, THOSE MEMBERS SHALL BE DESIGNED TO SUPPORT THE ADDITIONAL LOAD. 1-1/2" MIN. 2"1-1/2" MIN.2"MIN. 9" MIN. 9" MIN. 1' - 0" MIN. 1' - 0" FIREBOX PER MFG'R. AS SEL. BY OWNER 24" MIN. FOR 28"-48"30" MIN.B.DRYWALL MUST BE CUT BACK FROM THE FIREBOX OPENING SIDES AND ABOVE THE TOP OF THE OPENING ACCORDING TO INFORMATION BELOW PER MFGR. INSTALLATION INSTRUCTION: 1. SIDES: 9" (NINE INCHES) AWAY 2.TOP OF OPENING: 24" (TWENTY-FOUR INCHES) AWAY C.INSTALL FIREBOX/FIREPLACE PER MFGR. INSTALLATION INSTRUCTION (VERIFY ALL REQUIERD CLEARANCES W/. MFGR. INSTALLATION GUIDE AND SPECS) TRENCH DRAIN -CONT. COPPER PAN, SEAL AT ALL CONNECTION W/. DRAIN INSTALLED PER MFGR. SPEC. SLOPE TO DRAIN DRAIN ATTACHED TO COPPER PAN, INSTALL PER MFGR. FIXTURE ABV. -AS SEL. BY OWNER REMOVABLE TILE GRATE - FLUSH W/. FINISH MATERIAL, OFFSET 1/4" ON ALL SIDES FOR DRAINAGE 1/2" TEMPERED GLASS & PANELS W/. HINGES AS SEL. BY OWNER, PROVIDE WEATHER STRIPING AS NEEDED MAINTAIN 7.1 S.F. MIN. NET AREA, 30" MIN. CLR. SHOWER SEAT, AS OCCURS, PER OWNER LATH & SETTING BED AS REQ'D. FOR TILE FINISH TILE FINISH AS SEL., MUST MAINTAIN 72" HT. PER R307.2 FLOOR FRM'G. PER STRUCT. SHOWER SECTION SHOWER SEAT AS OCCURS, SEE OWNER BLOCKING AS NEEDED REMOVABLE TILE GRATE -FLUSH W/. FINISH MATERIAL, OFFSET 1/4" ON ALL SIDES FOR DRAINAGE DRAIN ATTACHED TO COPPER PAN, INSTALL PER MFGR. TRENCH DRAIN -CONT. COPPER PAN, SEAL AT ALL CONNECTION W/. DRAIN INSTALLED PER MFGR. SPEC. TYP. 1' - 3" TYP. 2' - 0" TYP. 6" SEAT PLAN STONE/SLAB SURROUND, AS SEL. BY OWNER FACTORY BUILT CHIMNEYS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS (CRC R 1005) DECO. BRICK SHROUD AS SEL. (ARCH. TO APPV.) DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE THE SHROUDS ARE LISTED AND LABELED FOR USE WITH SPECIFIC FACTORY BUILT CHIMNEY SYSTEM AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC 1005.2) CHASE SPACER BRACKET EXT. BRICK VENEER (PER PLANS) PLYWD. SHT'G. FRAMING PER PLANS MIN. CLR. 2" CONNECTION PER MFG'R. INSTRUCTIONS 7 1/2" TAKAGI T-K3 HOT WATER OUTLET TO FIXTURES COLD WATER INLETEXPANSION TANK BALL VALVES RECIRCULATION PUMP CHECK VALVES NOTE: THIS IS A CONCEPT DRAWING ONLY, G.C. TO REFER TO MFGR'S. SPECIFICATIONS FOR ALL INSTALLATION INSTRUCTIONS AND SAFETY PRECAUTIONS. MFGR: TSKSGI TANKLESS WATER HEATERS 5 WHATNEY IRVINE, CA. 92618 P: 888.882.5244 F: 949.770.3171 WWW.TAKAGI.COM RELAYS UNIONS FLASH WATER HEATER PRESSURE RELIEF VALVE VENT NOTES: DO NOT INSTALL VENT LESS THAN 3' BELOW EAVES OR OVERHANGS. DO NOT INSTALL VENT TERMINUS W/IN. 3' OF BLDG. OPENING OR ANY AIR INTAKE. DO NOT INSTALL NEXT TO A DRYER OF ANY SOURCE OF AIRBORNE DEBRIS THAT CAN BE TRAPPED INSIDE THE COMBUSTION CHAMBER, UNLESS THE SYSTEM IS DIRECT VENTED. VERIFY WITH TITLE-24 CLEARANCES: TOP:12" FRONT:* 4" BACK: 1" SIDES:2" BOTTOM:12" * 24" RECOMMENDED IN FRONT FOR MAINTENANCE HANDRAIL (POST MOUNTED) 1.5" MIN. * *34" MIN., 38" MAX.TO TREAD NOSINGHANDRAIL CAP - DESIGN BELOW **GRIP-SIZE:ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES AND NOT GREATER THAN 2 INCHES. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT GREATER THAN 6-1/4 INCHES WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITH A DISTANCE OF 3/4 INCH MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEASE 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WITH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES TO A MAXIMUM OF 2-3/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. 4 -EXTERIOR WOOD/PLASTIC COMPOSITE HANDRAILS. WOOD/PLASTIC COMPOSITE HANDRAILS SHALL COMPLY WITH THE PROVISIONS OF SECTION R507.3. HANDRAIL REQ'TS -R311.7.8 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS a. HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. EXCEPTIONS: 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2. WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARDRAIL, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDING SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT. b. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. c. CLEARANCE: HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS, AT A LANDING, OR OVER THE LOWEST TREAD.. 2. A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED TO TERMINATE OVER THE LOWEST TREAD. d. PROJECTION: HANDRAILS SHALL NOT PROJECT MORE THAN 4-1/2 INCHES ON EITHER SIDE OF THE STAIRWAY. EXCEPTIONS:WHERE NOSINGS OF LANDINGS, FLOORS OR PASSING FLIGHTS PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT PASSING HANDRAILS, HANDRAILS SHALL PROJECT NOT MORE THAN 6-1/2 INCHES INTO THE STAIRWAY, PROVIDED THAT THE STAIR WIDTH AND HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. 2"1/4"1"3/4"2"3/8" HANDRAIL PROFILE -ARCH TO APPV.HANDRAIL (WALL MOUNTED) HEAD CLEARANCE MIN. 6'-8" CLR.ABV. TREAD NOSINGMAX. RISE: 7 3/4" MIN. RUN: 10", W/. NOSING LANDING MIN. DIM. IN PATH OF TRAVEL EQUAL TO STAIR WIDTH (36" MIN.) MAX. SLOPE (2%) TREADS & EXTERIOR LANDINGS 2% MIN. STAIR WIDTH = 36" W/. HANDRAIL(S) ENCROACHING NO MORE THAN 4.5" ON EITHER SIDE 10" MIN.7 3/4" MAX.NOSING NOTE: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1 1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. BEVELING OF NOSINGS SHALL NOT EXCEED 1/2 INCH. RISERS SHALL BE VERTICAL OR SLOPED UNDER THE TREAD ABOVE FROM THE UNDERSIDE OF THE NOSING ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE. EXCEPTIONS: 1. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. 2. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 INCHES OR LESS. 3/4" -1 1/4" NOSING ON STAIRS W/. LESS THAN 11" TREADS NOTE: STAIRS SHOULD MEET REQUIREMENTS SET FORTH IN SECTION R311 -MEANS OF EGRESS (2019 CRC). RISER & TREAD REQ'TS.MAX.<4"OPEN RISER REQ'TS. RISERS <4" <4" <6" REF. DTLS. 2, 5/AD-1.0 FOR RAILING DESIGNS, REF. STRUCT. DWGS. FOR CONNECTIONS <4-3/8" OPENING NOT TO ALLOW A 6" OR LARGER SPHERE TO PASS THROUGH, TYP. OPENING NOT TO ALLOW A 4" OR LARGER SPHERE TO PASS THROUGH, TYP. OPENING NOT TO ALLOW A 4-3/8" OR LARGER SPHERE TO PASS THROUGH, TYP. NOTE: STAIR RAILINGS & GUARDRAILS SHOULD MEET REQUIREMENTS SET FORTH IN SECTION R311 -MEANS OF EGRESS (2019 CRC).(36" TYP. ABV. NOSING)34" - 38"ABV. F.F.42" MIN.ABV.F.F.36" MIN.(36" TYP. U.N.O.)34" - 38"FINISH FLR. MATERIAL PER I.D. & OWNER 2x BLK'G. PER STRUCT. DWGS. INT. FINISH (5/8" DRYWALL MIN.) FINISH RETURN PER I.D. <4 3/8" SHT'G. PER STRUCT. FLR. FRM'G. PER STRUCT. STAIRS PER PLANS & SECTIONS W.I. 1.5" x 1.5" HANDRAIL -ARCH. & I.D. TO APPV. SAMPLES, REF. DTL. 2/AD-1 W.I. 3/4" x 3/4" PICKETS -ARCH. & I.D. TO APPV. SAMPLES MAX. SPHERE OPENING PER DTL. 4/AD-1 NOTES: REF. STRUCT. DWGS. FOR LOADS, CONNECTIONS, AND SIZES. REF. DTL. 2,3,4/AD-1 FOR MIN. REQ'TS. & CLEARANCES. PROVIDE RAILING SAMPLES TO ARCH. PRIOR TO FAB. NOSING NOT REQ'D. 11" MIN. MAX 3x4 SHAPED TOP RAIL - ARCH. TO APPV. PROFILE 2x2 (MIN.) PICKETS CONN. PER STRUCT. DTL. 55/SD2 4x SHAPED SOLID WALL CAP -SLOPE TOP CORROSION-RESISTANT FLASHING & CHANNEL DRAIN REF. DTL 12/AD-1.0 FINISH SURFACE O/. WATERPROOF MEMBANE PER PLANS SHT'G. PER STRUCT. DECK FRAMING PER STRUCT. NOTE: ARCH. & STRUCT. TO APPROVE SHOP DWGS. OF ALL RAILING COMPONENTS PRIOR TO FABRICATION 2% MINABV. F.F.42" MIN.SECOND FLOOR F.F. EXTERIOR INTERIOR INTERIOR AD-1.0 15 EXT. FINISH PER PLANS FLASHING NOTE:REF. MATERIAL SCHEDULE ON A/A-4.0 FOR FLASHING NOTES PRESERVATIVE-TREATED WOOD SILL PER AWPA U1 SLOPE 1% MIN.ABV. T.O.S.6"BELOW T.O.S.6"CONCRETE FOUNDATION LINE OF CONCRETE SLAB OR PAVED AREA (AS OCCURS) CORROSION-RESISTANCE WEEP SCREED, MIN. 26 GALVANIZED SHEET GAGE WEEP SCREED W/. MIN. 3-1/2" ATTACHMENT FLANGE PER R703.7.3 FOR STUCCO FINISH PLYWOOD SHT'G. INTERIOR FINISH GYPSUM BOARD LINE OF FINISH GRADE (AS OCCURS) COPPER/S.S. FLASHING OVER BITUTHENE (OR EQUIV.) 6" ABV. T.O.S. (CONTINUOUS 12") COPPER/S.S. FLASHING OVER BITUTHENE (OR EQUIV.) 6" BELOW T.O.S. (CONTINUOUS 12") BITUTHENE (OR EQUIV.) -18" ABV. T.O.S. (CONTINUOUS 24")18" ABV. T.O.S.1" MIN.1/2" MIN.NOTE: ALL METAL FLASHING AND WEEP SCREED TO BE OF A SIMILAR TYPE TO AVOID GALVANIC CORROSION WATER-RESISTIVE BARRIER PER MFGR., MIN. (1) LAYERS OF NO. 15 ASPHALT FELT OR (2) LAYERS OF GRADE D BLDG. PAPER OVER ALL WOOD BASED SHEATHING - VERIFY W/. SIDING MFGR. HARDIEPANEL SIDING, ATTACH & INSTALL PER MFGR. INSTRUCTION, R703.10, AND R703.4 TO WOOD STRUCTURAL PANEL - VERTICAL JOINT TO BE SEALED BY CAULKING AND COVERED BY BATTENS TYP. 5/8" GYPSUM BD. INT. FINISH (TYPE 'X' GYP. SHT'G. AS OCCURS, FOR 1-HR COND., REF. PLAN) 2x STUDS PER PLANS, REF. STRUCT. DWGS. (MIN. 2X4 FRAMING STUDES SPACED 16" ON CENTER MAX.) PLYWD. SHT'G/SHEAR PANEL PER STRUCT. (MIN. 3/8" CDX) NOTE: REF. ICC ESR-1844 & MFGR. INSTRUCTION FOR INSTALLATION HARDIEPANEL BATTEN, ATTACH & INSTALL PER MFGR. INSTRUCTION, R703.10, AND R703.4 TO WOOD STRUCTURAL PANEL - ARCH. TO APPV. SPACING X SIZE INTERIOR EXTERIOR AIR-PERMEABLE INSULATION PER PLANS NOTE: REF. R703.11 & MGRG. INSTRUCTIONS FOR INSTALLATION INTERIOR EXTERIOR TYP. 5/8" GYP. BD. INT. FINISH AS OCCUR WATER-RESISTIVE BARRIER PER MFGR., MIN. (1) LAYER OF NO. 15 ASPHALT FELT IN COMPLIANCE W/. ASTM D226 FOR TYPE 1 OR EQ. OVER ALL WOOD BASED SHEATHING -VERIFY W/. SIDING MFGR. PLYWD. SHT'G. / SHEAR PANEL PER STRUCT. (MIN. 3/8" CDX) DBL. TOP PLATE -2x4 MIN. INT. CLN'G. FINISH PER PLANS, REF. RCP SOLID BLK'G. FLR. OR CLN'G. FRAMING PER STRUCT. INT. FLR. FINISH, PER PLANS 2x SILL PLATE FLR. FRAMING (PER STRUCT.) OR FLR. SLAB. 1-1/8" FLR. SHT'G. PER STRUCT. (AS OCCURS) 2x STUDS PER PLANS, REF. STRUCT DWGS. (MIN. 2"X4" FRAMING STUDS 16" ON CENTER MAX) NUCEDAR R&R SHINGLE SIDING TO BE INCOMPLIANCE W/. ASTM D3679 PER R703.11, ATTACH & INSTALL PER MFGR. INSTRUCTIONS, R703.11.1 & TABLE R703.3(1) OVER SOLID SHEATHING AIR-PERMEABLE INSULATION PER PLANS WESTCOAT, ALX WALKING DECK OR EQUIV. UNDER-TILE DECK MEMBRANE (ICC ESR 2201) INSTALL PER MFGR'S. INSTRUCTIONS CDX PLYWD. DECK SHT'G. 1-1/8" T&G (MIN. 3/4" EXT. GRADE WD. STRUCT. PANEL DIAPHRAGM) WATER-RESISTIVE BARRIER PER EXT. WALL DTL. WALL-TO-WALL "L" METAL (6"X4") 26 GAUGE, BONDERIZED PER DECKING MEMBRANE MFGR. CONTINUOUS CORROSION-RESISTANCE DRIP SCREED PER DECKING MEMBRANE MFGR. EXTERIOR FINISH PER PLANS NOTE: SLATE STONE PAVERS TO BE SUPPLIED BY AMERICAN SLATE CO. N.B., CA, 'SILVER GRAY' 12"x12" (MAX.), APPX. 1/2" THK., 6-8 #/S.F. AVG. *FOR UNVENTED ENCLOSED RAFTER ASSEMBLY PROVIDE R-5 SPRAYED AIR-IMPERMEABLE INSULATION *NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATIIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY 2x STUDS PER PLANS, REF. STRUCT. DWGS. (MIN. 2x4 FRAMING STUDS SPACED 16" O.C. MAX) 2% MIN. SLOPE TO DRAIN CDX. PLYWD. SHT'G. PER STRUCT. *R-5 SPRAYED AIR-IMPERMEABLE INSULATION PER TABLE R806.5 DECK JOISTS (PER STRUCT) AIR-PERMEABLE INSULATION PER T-24 INTERIOR EXTERIOR WATERPROOF MEMBRANE, WESTCOAT WP-40 SHEET MEMBRANE OR EQ.6 1/2" MIN.NOTE: 1. OVERFLOW TO BE PIPED SEPARATELY 2. OVERFLOW DRAIN TO BE SAME SIZE AS ROOF DRAIN 5. INSTALL AND SIZE THE OVERFLOW DRAINS, LEADERS AND CONDUCTORS PER CPC 6" MIN. CUSTOM S.S. CHANNEL DRAIN W/. GRATE AS OCCUR PER PLAN, ARCH. TO APPV. EXTERIOR FINISH PER PLANS & DETAILS 7" MIN.WATER-RESISTANCE BARRIER PER EXTERIOR WALL DETAIL CONTINUOUS CORROSION-RESISTANCE METAL DRIP SCREED PER EXT. CLADDING AND DECK MGFR. WATERPROOF MEMBRANE, WESTCOAT WP-40 SHEET MEMBRANE OR EQ. WESTCOAT ALX DECKING W/. STONE FINISH, ARCH. & OWENR TO APPV. FINISH 2" MIN.OVERFLOW DRAIN PIPE W/. DOMED GRATE AS OCCUR PER PLAN, INLET TO BE 2" ABV. LOWEST ROOF/DECK POINT 1-1/8" SHTG. PER STRUCT CONTINUOUS BLOCKING AND CONNEC. PER STRUCT. CAULK AND SEAL JOINTS W/. FLEX SEALANT AS REQ'D. WALL FRAMING PER PLANS, EXT. WALL DTL. AND STRUCT.FLOOR FRAMING PER STRUCT.6 1/2" MIN.2% MIN. SLOPE TAPE FLASHING PER FLASHING, DECK AND FINISH MFGR.3" MIN.INTERIOR EXTERIOR EXT. SHT'G. PER STRUCT. EXT. FINISH PER PLANS & ELEVS. AZEK PROFILE, G.C. & ARCH. TO APPV. MOCK- UP & SAMPLES SOLID BLK'G. AS NEEDED 2x STUDS PER STRUCT. EXT. FINISH PER PLANS & ELEVS.REF. ELEV'S.F.V. 1' 5 1/2"3 1/2"1 1/2" 1 3/4" 2 1/2" WATER-RESISTIVE BARRIER PER SIDING MFGR. & PLANS CORROSION -RESISTANT METAL FLASHING PER EXTERIOR SIDING MFGR. INT. FINISH PER PLANS 3 1/2"INTERIOR FINISH, PER PLAN (WHERE OCCURS) CDX PLYWD. SHT'G. (PER STRUCT'L.) CORROSION RESISTANT Z FLASHING PER EXT FINISH MFGR. ROOFING MATERIAL PER PLAN AND MAT. SCHED. AZEK TRIMBOARD -CONT. BUILT-UP FASCIA & SHDW. BD. -ARCH. TO APPV. SIZE PRIOR TO CUTTING ROOF RAFTERS CORROSION-RESISTANT METAL RAKE FLASHING W/. DRIP (BY ROOFING MFGR.) TO MATCH ROOF -CAULK & SEAL AS REQ'D. EXTERIOR FINISH -REF. PLANS & MAT. SCHED. CONT. 2x SOLID BLK'G., 3x SOLID BLK'G FOR 1-HR COND. NOTE: 1-HR. CONDITION REQ'D. FOR RAKES THAT ARE WITHIN 5' -0" OF PROPERTY LINE 5 1/2"3 1/2"INSULATION PER PLAN PER PLAN AZEK SOFFIT AZEK TRIMBOARD -2x FASCIA & 1x SHADOW BD. -ARCH TO APPV. SIZE & PROFILE CORROSION-RESISTANT GUTTER -ARCH. TO APPV. ROOFING PER PLAN & MAT. SCHED. ROOF RAFTER PER STRUCT. REF. STRUCT. DWGS. ROOF SHT'G PER STRUCT. CORROSION-RESISTANT METAL EAVE FLASHING W/. DRIP EDGE PER ROOFING MFGR. 2X SOLID BLK'G. FOR 1-HR. COND. (2) 2X SOLID BLK'G., (3) SOLID 2X BLK'G. FOR 1-HR. COND. EXT. SIDING PER PLAN & MAT. SCHED. CDX PLYWD. SHT'G. (PER STRUCT.) CAULK & SEAL AS REQ'D. CONT. BLK'G. NOTE: 1 HR. CONDITION REQ'D. FOR EAVES THAT ARE WITHIN 5' -0" OF PROPERTY LINE 24" MAX. TO PL. 1 1/2"3/4"5 1/2"OVERHANG PER PLAN INTERIOR FINISH PER PLANS ROOFING PER PLANS & MAT. SCHED. 7 1/4" EXT. FINISH PER PLANS & MAT. SCHED. MIN. 2% SLOPE FINISH PER PLAN & MAT. SCHED. AZEK CAP, SLOPED, CONT. BEYOND IN ARCH - SEE ELEV. FOR PROFILE ROOF RAFTER PER STRUCT. CONN. PER STRUCT. DTLS. CAULK & SEAL ALL JOINTS AS REQUIRED PLYWOOD SHT'G. PER STRUCT. NOTE: REF. STRUCTURAL DWGS. FOR CONNECTION DETAILS CONT. BLK'G. PER STRUCT. ABV. F.F.42" MINAD-1.0 11 2x ROOF RAFTER (PER STRUCT.) INTERIOR FINISH (PER PLANS, WHERE OCCURS) AIR-PERMEABLE INSULATION (PER PLANS) MIN. 2 LAYERS 15# ROOF FELT O/. CAP SHT. 1/2" CDX PLYWD. SHT'G. MIN. (REF. STRUCT) SHINGLES TO BE NO. 1 GRADE WESTERN RED CEDAR W/. A MAX. MOISTURE CONTENT OF 25% FASTENERS PER NOTE #3 LENGTH TO BE DETERMINED BY UNDERLAYMENT LAYER, REF. NOTE #5 (2) PER SHINGLE/SHAKE 12 SLOPE PER PLAN (MIN. 4:12 SHAKES) (MIN. 3:12 SHINGLES) WOOD SHINGLE NOTES: 1. SHINGLES TO BE INSTALLED ON SOLID SHT'G. IN ACCORDANCE WITH CBC TABLE 1507.8 2. FASTENERS MUST BE HOT-DIPPED GALVANIZED W/. ZINC COATING WTS. IN ACC. W/. ASTM A 153, OR S.S. 3. 'FSR TREATMENT, INC.' CLASS 'A' ROOFING ASS'Y. ICC# ESR-1410 STARTER COURSES AT THE EAVE MUST BE DOUBLED, W/. FIRST COURSE BEING FULL-SIZE TREATED SHINGLES, SUPPLIED BY 'CHEMCO, INC.' 15" OR 18" TREATED SHINGLES MAY BE USED FOR THE FINAL COURSE AT THE RIDGE. 4. PRODUCTS LISTED AS 'CLASS B' SHINGLES MUST BE INSTALLED O/. SPACED OR SOLID SHT'G. COVERED EITHER W/. ONE LAYER OF 1-1/4" DENS-DECK ROOF BOARD, MANUFACTURED BY GEORGIA PACIFIC CORP., OR W/. ONE LAYER MINERAL-SURFACED CAP SHEET COMPLYING W/. ASTM D 3909. WHERE UNDERLAYMENT IS REQ'D., THE UNDERLAYMENT SHALL BE INSTALLED OVER THE DENS-DECK BOARD OR MINERAL-SURFACED CAP SHEET. FASTENER LENGTH FOR THE SHAKES MUST BE INCREASED FOR THE THICKNESS OF THE DENS-DECK BOARD OR CAP SHEET. THE DENS-DECK BOARDS MUST BE FASTENED TO SPACED OR SOLID SHT'G. USING A MIN. OF FOUR FASTENERS PER BOARD TO AVOID PANEL SHIFTING PRIOR TO INSTALLATION OF THE SHAKES. THE MINERAL-SURFACED CAP SHEET MUST BE INSTALLED WITH 2" OVERLAPS ON THE SIDES AND ENDS, AND ATTACHED W/. A SUFFICIENT NUMBER OF FASTENERS TO HOLD THE SHEET IN PLACE PRIOR TO INSTALLATION OF THE SHAKES. 5. MIN. CAP SHT. -REF. NOTE #5 ABV. EXPOSURE & OVERLAP PER CBC TABLE 1507.8.6 AUTOMATIC SPRINKLERS TO BE INSTALLED THROUGHOUT & IN ATTIC AREAS IN ACCORDANCE WITH C.N.B. STANDARDS (PROVIDE SEPARATE APPLICATION, REF. 8/T-1) 6. EAVES TO BOXED 1-HR. ASSEMBLY PER NBMC 15.04.2207. UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE: 1. AT UNVENTED ENCLOSED RAFTER ASSEMBLY PROVIDE 1X SLEEPER OVER ROOF UNDERLAYMENT FOR MIN. 1/4" VENTED AIR SPACE SEPARATE WOOD SHAKE OR SHINGLE AND ROOFING UNDERLAYMENT TO MEET REQUIREMENT OF THE SECTION R806.5 OF CBC 2. NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATIIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE: 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. 2x ROOF RAFTER (PER STRUCT.) INTERIOR FINISH (PER PLANS, WHERE OCCURS) AIR-PERMEABLE INSUL. (PER PLANS) MIN. ONE (1) LAYER OF TYPE II (NO. 30) UNDERLAYMENT & TWO (2) LAYERS OF GAF VERSASHEILD UNDERLAYMENT MIN. 15/32" CDX PLYWD. SHT'G. (REF. STRUCT) FASTENERS PER MFGR. INSTRUCTIONS 12 SLOPE PER PLAN STANDING SEAM METAL (COPPER) -REF. MAT. SCHED. A/A-4.0, CLASS 'A' ASSY. TYP.6" - 10"6" MIN. DOUBLE FOLD 3/4" LOCK, ALT. METHOD CLEATS @ 18" O.C. MAX. CONT. LOCK STRIP, SOLDERED ARCH. TO APPV. 12"-16"1-1/2" HIGHVALLEY DETAIL PRODUCT LISTING: ICC # ESR-2048, CB-150 RADIANT BARRIER PER MFGR. INSTRUCTIONS NOTE:INSTALL PER MFGR'S. INSTRUCTIONS REF. MAT. SCHED. AND ICC REPORT STUD WALL, CONST. PER ICC-ESR#1365, SECTION 4.3.3 AND PLANS -MIN. 2" X 6" WOOD STUDS SPACED 16" O.C. MAX, W/. 2X TOP PLATE AND 1 BOTTEM PLATE EXTERIORINTERIOR EXTERIOR FINISH PER PLAN (1) LAYER OF LP FLAMEBLOCK PLUS FIRE-RATED SHEATING W/. PYROTITE LAMINATE FACING EXTERIOR PER SECTION 4.3.3 OF ICC ESR#1365 AND STRUCT. DWGS. INSULATION PER T-24 & SECTION 4.3.3 OF ICC-ESR# 1365 -MIN. R-19 GLASS FIBER BATTS, 6 -1/4" THICK -FRICTION -FIT BATTS BETWEEN STUDS, BLOCKING, AND PLATES (1) LAYER 5/8" TYPE 'X' GYP. BD. PER ICC-ESR# 1365, SECTION 4.3.3 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 03.16.22 ARCHITECTURAL DETAILSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 AD-1.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1 1/2" = 1'-0"7 1-HR. SEPARATION WALLS/FLOORS 1 1/2" = 1'-0"21 SKYLIGHT DETAIL 3/4" = 1'-0"22 FACTORY BUILT FIREPLACE DTL. 1/2" = 1'-0"23 SHOWER DTL. (TYP.) 1" = 1'-0"24 CHIMNEY SHROUD REQT'S. 1" = 1'-0"1 WATER HEATER DTL. 3" = 1'-0"2 HANDRAIL REQUIREMENTS 3" = 1'-0"3 STAIR REQUIREMENTS 1" = 1'-0"4 GUARDRAIL REQUIREMENTS 1" = 1'-0"5 INTERIOR RAILING DTL. (TYP.) 1" = 1'-0"6 EXTERIOR BALCONY GUARDRAIL 3" = 1'-0"8 WEEP SCREED DTL. 3" = 1'-0"9 BOARD & BATTEN VENEER DETAIL 3" = 1'-0"10 WOOD SIDING DETAIL 3" = 1'-0"11 EXTERIOR DECK PAVING DETAIL 3" = 1'-0"12 CHANNEL DRAIN AND OVERFLOW DTL. 3" = 1'-0"13 BELLYBAND DETAIL 1 1/2" = 1'-0"14 RAKE DETAIL 1 1/2" = 1'-0"15 EAVE DETAIL 1" = 1'-0"19 MANSARD PARAPET DTL. 1 1/2" = 1'-0"20 ROOFING DETAIL NO. REVISION DATE 1 1/2" = 1'-0"18 COPPER ROOFING DETAIL 3" = 1'-0"17 LP FLAMEBLOCK EXT. 1-HR WALL AZEK CROWN MOULDING ARCH. TO APPV. MOCK-UP AND COLOR INSTALL PER MFGR. INSTALLATION MANUAL RECESSED WINDOW HEAD AZEK CROWN MOULDING ARCH. TO APPV. MOCK-UP AND COLOR INSTALL PER MFGR. INSTALLATION MANUAL RECESSED WINDOW JAMB 1"VARIES1 1/2"1" X 3.5" TRIMBOARD 1"X3.5" TRIMBOARD AZEK CROWN MOULDING ARCH. TO APPV. MOCK-UP AND COLOR INSTALL PER MFGR. INSTALLATION MANUAL RECESSED WINDOW SILL 2"X MILL BOARD 1 1/2" 2"X MILL BOARD @ RECESSED WINDOW 2 1/4"1 1/4"3 1/2"VARIES 6/4"X TRIMBOARD @ RECESSED WINDOW 1"X3.5" TRIMBOARD 2% SLOPE 3 1/2"VARIES INTERIOR EXTERIOR LINE OF FINISH FLOOR INTERIOR FLOOR SHEATHING DOOR PER SCHEDULE LINE OF FINISH DECK SURFACE, 3/8" THICKNESS ON 3/4" L.W. CONC. FLOAT DECK/BALCONY SHEATHING FLOOR JOIST PER PLAN1.5" MAX. DROP FROMSOLID BLOCK AS OCCUR/REQ'D. HOT MOP / W.P. MEMBRANE PER PLANS AND MAT. SCHED.TOP OF THRESHOLDCORROSION-RESISTANCE METAL FLASHING/PAN PER DOOR MFGR. 2% MIN. SLOPE INTERIOR EXTERIOR 1.5" MAX. DROP FROMEXTERIOR FINISH/FLATWORK PER PLANS INTERIOR FLOOR SLAB LINE OF FINISH FLOOR DOOR PER SCHEDULE TOP OF THRESHOLDCORROSION-RESISTANCE METAL FLASHING/PAN PER DOOR MFGR. DOOR THRESHOLD (PER MFGR.) 2% MIN. SLOPE EXT. FINISH -REF. DTL. 10/AD-1.0 PLYWOOD -REF. STRUCT. HEADER PER PLAN -REF. STRUCT. GYP. BOARD (INTERIOR) WINDOW FRAME / ASSMB'Y. PER MFGR. 2x FRAMING -PER PLAN SHIM SPACE PER WDW. MFGR. GYP. BOARD INT. FINISH PLYWD. SHT'G. PER STRUCT. SHIM SPACE PER WDW. MFGR. WINDOW SILL PROFILE - 'AZEK', PER DTL. 9/AD-2.0 APRON CAULK & SEAL ALL JOINTS AS REQUIRED CAULK & SEAL ALL JOINTS AS REQUIRED NAILING FLANGE PER MFGR. NAILING FLANGE PER MFGR. INT. TRIM DETAIL PER I.D. "PROTECTOWRAP" OR BITUTHENE EQUIV. INSTALL PER MFGR. HEAD TRIM PROFILE -'AZEK', PER DTL. 9/AD-2.0 CORROSION-RESISTANT METAL FLASHING PER EXTERIOR SIDING MFGR. "PROTECTOWRAP" OR BITUTHENE EQUIV. INSTALL PER MFGR.R.O.3/8"FRAME SIZE3/8"SASH SIZEYGLAZING SIZEYXOPENINGDAYLIGHTXWINDOW FRAME / ASSMB'Y. PER MFGR. PLYWD. SHT'G. -REF. STRUCT. BUILDING WRAP AND MOISTURE BARRIER GYP. BD./INT. FINISH 2x FRAMING, PER PLAN EXT. FINISH -REF. DTL. 10/AD-1.0 SHIM SPACE -PER WDW. MFGR. NAILING FLANGE PER MFGR. TRIMMER PER STRUCT. INT. TRIM DETAIL PER I.D. 'AZEK' WINDOW JAMB/TRIM PER DTL. 9/AD-2.0 "PROTECTOWRAP" OR BITUTHENE EQUIV. INSTALL PER MFGR.R.O.3/8"FRAME SIZE3/8"SASH SIZEYGLAZING SIZEYXOPENINGDAYLIGHTXCAULK & SEAL ALL JOINTS AS REQUIRED CAULK & SEAL ALL JOINTS AS REQUIRED EXT. FINISH -REF. DTL. 10/AD-1.0 PLYWOOD SHT'G. PER STRUCT. GYP. BOARD INT. FINISH HEADER PER PLAN -REF. STRUCT. DOOR, FRAME, & ASSMB'Y. PER MFGR. SHIM SPACE PER DOOR MFGR. NAILING FLANGE PER MFGR. CAULK & SEAL ALL JOINTS AS REQUIRED INT. TRIM DTL. PER I.D. 'AZEK' DOOR HEAD PER DTL. 10/AD-2.0 DOOR, FRAME, & ASSMB'Y. PER MFGR. EXT. FINISH -REF. DTL. 10/AD-1.0 2x FRAMING PER PLAN GYP. BOARD INT. FINISH SHIM SPACE PER DOOR MFGR. HINGE (AS OCCURS) PLYWOOD SHT'G. PER STRUCT. NAILING FLANGE PER MFGR. CAULK & SEAL ALL JOINTS AS REQUIRED INT. TRIM DTL. PER I.D. 'AZEK' DOOR JAMB/TRIM PER DTL. 10/AD-2.0 STEP 2: 1" MIN. SOLID SHEATHING WHERE OCCURS WINDOW ROUGH OPENING (R.O.) STEP 1: PENETRATION FLASHING 9" MIN. "PROTECTOWRAP" OR BITUTHENE EQUIV. WINDOW ROUGH OPENING (R.O.) FIRST LAYER 15# FELT PAPER WINDOW (SEE PLAN FOR TYPE & SIZE) 2" MINIMUM OVERLAP STEP 4: WINDOW (SEE PLAN FOR TYPE & SIZE) PENETRATION FLASHING 9" MIN. "PROTECTOWRAP" OR BITUTHENE EQUIV. STEP 3: NOTES: 1. WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURER'S WRITTEN INSTRUCTION. WINDOW AND DOOR OPENING SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE FENESTRATION MANUFACTURER FOR EACH WINDOW OR DOOR. (R609.1) 2. APPROVED CORROSION-RESISTANCE FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID-APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RESISTANCE FLASHING SHALL BE INSTALLED AT THE EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: (R703.4) a. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH/. THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER- RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENING USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. b. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. c. IN ACCORDANCE WITH OTHER APPROVED METHOD. DETAIL IS JUST FOR ILLUSTRATION INSTALL FLASHING AND WATERPROOFING AT WINDOW AND DOOR OPENING PER DOOR & WINDOW MGR'G. INTRUCTION AND/OR THE FLASHING MFG;R. INSTRUCTION PER SECTIONS R609.1 & R703.4 AZEK CROWN MOULDING ARCH. TO APPV. MOCK-UP AND COLOR INSTALL PER MFGR. INSTALLATION MANUAL RECESSED DOOR HEAD AZEK CROWN MOULDING ARCH. TO APPV. MOCK-UP AND COLOR INSTALL PER MFGR. INSTALLATION MANUAL RECESSED DOOR JAMB 3/4"VARIESVARIES 1 1/2"3/4"1"4 1/4"1 1/2"6/4"X2" TRIMBOARD 5/4"X5" TRIMBOARD7 1/2"2 1/2" 5/4"X2" TRIMBOARD1 1/2" SCOTIA AZM-93 1"X3" TRIMBOARD 1"1/2" 1"X4" TRIMBOARD 3 1/2" 2"X MILL BOARD 1 1/2" 2"X MILL BOARD @ RECESSED WINDOW1 1/4"EXT. FINISH -REF. DTL. 10/AD-1.0 PLYWOOD -REF. STRUCT. BUILDING WRAP & MOISTURE BARRIER HEADER PER PLAN -REF. STRUCT. GYP. BOARD (INTERIOR) WINDOW FRAME / ASSMB'Y. PER MFGR. CAULK & SEAL ALL JOINTS NAILING FLANGE PER MFGR. "PROTECTOWRAP" OR BITUTHENE EQUIV. INSTALL PER MFGR. HEAD TRIM PROFILE -'AZEK', PER DTL. 10/AD-2.0 COPPER FLASHING W/. DRIP EDGE SINGLE RECESSED ROLLER SHADE, SEE MFGR. FOR INSTALLATION INSTRUCTIONS 4 7/8"5 1/8"3 1/8"1 3/4" ROOFING PER PLAN & MAT. SCHED. ROOF RAFTERS PER STRUCT. REF. STRUCT. DWGS. ROOF SHT'G PER STRUCT. EXTERIOR FINISH PER PLANS & MAT. SCHED. 2X SOLID BLK'G. FOR 1-HR COND. AZEX TRIMBOARD -2X FASCIA & 1X SHADOW BD. -ARCH TO APPRV. SIZE & PROFILE AZEK SOFFIT CORRISION -RESISTANCE METAL PER ROOFING MFG'R. DRIP EDGE (TYP.) CORRISION -RESISTANCE METAL PER ROOFING MFG'R. GUTTER AS SEL. (AS OCCUR PER PLAN) INTERIOR FINISH PER PLANS CAULK AND SEAL AS REQ'D.SINGLE RECESSED ROLLER SHADE, SEE MFGR. FOR INSTALLATION INSTRUCTIONS5 1/8"3 1/8"1 3/4" (2) 2X SOLID BLKG'., (3) SOLID 2X BLK'G. FOR 1-HR COND. CONT. BLK'G. 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 03.16.22 DOOR AND WINDOW DETAILSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 AD-2.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 3" = 1'-0"9 WINDOW CASING DETAILS 3" = 1'-0"11 THRESHOLD - OUTSWING (FRM'G.) 3" = 1'-0"12 THRESHOLD - OUTSWING (SLAB) 3" = 1'-0"3 WINDOW HEAD/SILL DTL @ SIDING 3" = 1'-0"4 WINDOW JAMB @ SIDING 3" = 1'-0"7 EXTERIOR DOOR HEAD (TYP.) 3" = 1'-0"8 EXTERIOR DOOR JAMB (TYP.) N.T.S.5 DOOR & WINDOW FLASHING DTL 3" = 1'-0"10 EXTERIOR DOOR CASING DETAILS NO. REVISION DATE 3" = 1'-0"20 RECESSED ROLLER SHADE - FLOOR SYSTEM 3" = 1'-0"19 RECESSED ROLLER SHADE - ROOF R L B E W F F F W L L B B BB L L R R R RRR B B BBBB B B B B B B B E E B E E E E E B B SC SC GFI/WP GFI/WP GFI/WPGFI/WPGFI/WPGFI/WPGFIGFI GFIEV EV GFI/WP GFI/WP GFI/WPGFI/WP VS VSVS GFI/WP GFI GFI GFIGFIGFIGFIGFIGFI GFIGFIGFI GFIGFIGFI GFI VSVSHSDVS3DD DD 3D 3D3D HOLHOL GFI MS MS HOLD3D3D 3DGFIGFIGFIGFI R AFCIL L W W B L L L L L L L L LLL WW L B BBBB B R R L L L L LL LBB BB B BBBBBBBSC SC GFI GFI GFI GFIGFIGFIGFIGFIGFIGFI GFIGFI/WPGFI/WPGFI GFI GFI GFIGFIGFIGFI GFIGFIGFI GFI GFIGFIGFI GFI GFIGFIDDVS HS DD VSVS HS VS VS VS VSHS VS 4D D D4D HOL HOL HOL HOL BBGFIGFIGFI GFI GFIGFIGFIVSD SC SC4DVS 4D BBBBBBGFI4DR R 3D 4D 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE-BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE-BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM . CALCULATIONS: MAIN HOUSE: 3,552 S.F. (0.03)3,552 S.F.+ [7.5 CFM x OCC. (BED. +1)] = 106.56 CFM + (7.5 x 5) = 144.06 CFM REQ'D. 1. ALL WORK SHALL CONFORM TO THE 2019 CEC, 2019 CRC AND 2019 CBC 2. ALL EXTERIOR RECEPTACLES SHALL BE PROTECTED BY GROUND FAULT CIRCUITRY AND WEATHER-PROOFED. ALL RECEPTACLES IN BATHROOMS, LAUNDRY ROOMS, AND GARAGES SHALL BE PROTECTED BY GROUND FAULT CIRCUITRY. 3. ELECTRICAL LIGHT FIXTURES OVER TUB/SHOWER UNITS SHALL BE OF RECESSED, WATERPROOF TYPE. 4. ALL WIRE SMALLER THAN #6 A.W.G. MUST BE COPPER. 5. ALL LUMINAIRIES SHALL BE HIGH-EFFICAY IN ACCORDANCE WITH TABLE 150.0A OF 2019 CEC (150.0 (K) 1A. 6. PROVIDE SWITCHED LIGHTING IN ATTIC NEXT TO ATTIC ACCESS. 7. PROVIDE SMOKE DETECTOR (FIRE WARNING SYSTEM) CONFORMING TO CRC R314 AND CARBON MONOXIDE DETECTORS PER CRC R315. ALL DETECTORS SHALL BE HARD WIRED WITH BATTERY BACKUP AND INTERCONNECTED IN THE MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARM WITHIN THE INDIVIDUAL DWELLING UNIT. ALL DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVED MFGR'S. INSTRUCTIONS. 8. PROVIDE ITC RATED CANS IN VAULTED CEILING AREAS. 9. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. 10. FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENTS PRIOR TO CONCRETE PLACEMENT. 11. ELECTRICAL CONTRACTOR SHALL VERIFY SERVICE REQUIREMENTS WITH SCE PRIOR TO PANEL PLACEMENT AND PRIOR TO CONCRETE POUR. 12. MAINTAIN 36" SEPARATION BETWEEN POWER AND PHONE SERVICE IF LOCATED IN SAME TRENCH. 13. FIELD VERIFY UNDERGROUND SERVICE REQUIREMENTS. 14. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONS >50% 15. HIGH-EFFICACY LAMPS SHALL PROVIDE THE FOLLOWING EFFICACY: LAMP POWER LESS THAN 15 WATTS TO PROVIDE 40 LUMEN/WATT LAMP EFFICACY; LAMP POWER 15 TO 40 WATTS TO PROVIDE 50 LUMEN/WATT EFFICACY; LAMP POWER MORE THAN 40 WATTS TO PROVIDE 60 LUMEN/WATT EFFICACY. BALLAST WATTAGE IS NOT INCLUDED WHEN DETERMINING LAMP EFFICACY. 16. HIGH EFFICACY LUMINARIES MUST BE PIN BASED 17. THE MAIN ELECTRICAL PANEL SHALL BE GROUNDED. CONSTRUCTION SHALL INCLUDE A CONCRETE-ENCASED ELECTRODE, UFER GROUNDING, PER CEC 250-50(C). THE ELECTRODE SHALL BE LOCATED WITHIN AND NEAR THE BOTTOM OF THE FOOTING, CONSISTING OF AT LEAST 20 FEET OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BAR AT LEAST 1/2 INCHES IN DIAMETER OR CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN A #4 WIRE. 18. ELECTRICALLY CONDUCTIVE MATERIALS SUCH AS METAL WATER PIPING AND ABOVEGROUND METAL GAS PIPING SHALL BE BONDED TO THE SUPPLY SYSTEM GROUNDED CONDUCTOR IN A MANNER THAT ESTABLISHES AN EFFECTIVE PATH FOR FAULT CURRENT PER CEC 250-2(C). 19. METAL UNDERGROUND GAS PIPES SHALL NOT BE USED AS GROUNDING ELECTRODE PER CEC 250-52(A). 20. PERMANENTLY LABEL EACH DISCONNECT, CLEARLY IDENTIFY THE CIRCUITRY THAT IS CONTROLLED BY THAT DISCONNECT. 21. ALL 120-VOLT, SINGLE-PHASE, 15-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHEN, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOM, CLOSET, HALLWAY, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS (EXPECT BATHROOM, GARAGE & OUTDOORS) SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN 210.12(A)(1) THROUGH (6) OF 2019 CEC SUCH AS COMBINATION TYPE AFCI CIRCUIT BREAKER. 22. IN THE KITCHEN, TWO OR MORE 20-AMPERE SMALL-APPLIANCE BRANCH CIRCUIT SHALL BE PROVIDED PER CEC 210-11(C)(1) & 210-52(A). 23. ONE 20-AMP ELECTRICAL CIRCUIT SHALL BE PROVIDED IN THE LAUNDRY AREA PER CEC 220-4(C). THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. 24. BATHROOM ELECTRICAL OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20-AMPERE BRANCH CIRCUIT. THE CIRCUITS SHALL HAVE NO OTHER ELECTRICAL OUTLETS PER CEC 210-52(D). 25. CLOTHES DRYERS AND ELECTRIC RANGES SHALL HAVE A 4-WIRE GROUNDED ELECTRICAL OUTLET PER CEC 250-59. 26. AT LEAST ONE WALL SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM, IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED & DETACHED GARAGES WITH ELECTRICAL POWER, AND AT OUTDOOR ENTRANCES OR EXITS. 27. PROVIDE RECEPTACLES ON WALLS OVER 2' WIDE, WITHIN 6' OF OPENINGS AND SO THAT NO POINT ALONG A WALL IS MORE THAN 6' FROM A RECEPTACLE. 28. FOR KITCHEN AND DINING AREA, EACH COUNTER SPACE WIDER THAN 12" SHALL HAVE A RECEPTACLE SO THAT NO POINT IS MORE THAN 24" FROM AN OUTLET. 29. PROVIDE AT LEAST ONE RECEPTACLE IN BATHROOMS WITHIN 36" OF EA. SINK. 30. PENINSULAS AND ISLANDS REQUIRE A MIN. OF ONE OUTLET FOR LONG DIMENSIONS OF 24" AND SHORT OF 12" 31. PROVIDE AT LEAST ONE OUTSIDE WEATHERPROOF GFI 120-VOLT RECEPTACLE AT FRONT AND BACK OF UNIT. 32. HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN 2016 CAL. ENERGY CODE -TABLE 150-C, AND DO NOT CONTAIN A MEDIUM SCREW BASE SOCKET. 33. EXTERIOR LIGHTING TO BE HIGH EFFICACY (REF. NOTE # 5 OF ELECTRICAL NOTES) AND FOR SINGLE-FAMILY RESIDENTIAL BUILDINGS, OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDINGS ON THE SAME LOT, SHALL MEET THE REQUIREMENT IN ITEM I AND THE REQUIREMENTS IN EITHER ITEM II OR ITEM III: I. CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON THE AUTOMATIC ACTIONS OF ITEMS II OR III BELOW; AND II. CONTROLLED BY PHOTOCELL AND MOTION SENSOR. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALLY REACTIVATES THE MOTION SENSOR WITHIN 6 HOURS; OR III. CONTROLLED BY ONE OF THE FOLLOWING METHODS: A. PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL. CONTROLS THAT OVERRIDE TO ON SHALL NOT BEALLOWED UNLESS THE OVERRIDE SHALL AUTOMATICALLY RETURN THE PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL TO ITS NORMAL OPERATION WITHIN 6 HOURS.; OR B. ASTRONOMICAL TIME CLOCK. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE SHALL AUTOMATICALLY RETURN THE ASTRONOMICAL CLOCK TO ITS NORMAL OPERATION WITHIN 6 HOURS AND WHICH IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS; OR C. ENERGY MANAGEMENT CONTROL SYSTEM WHICH MEETS ALL OF THE FOLLOWING REQUIREMENTS: AT A MINIMUM PROVIDES THE FUNCTIONALITY OF AN ASTRONOMICAL TIME CLOCK IN ACCORDANCE WITH SECTION 110.9; MEETS THE INSTALLATION CERTIFICATION REQUIREMENTS IN SECTION 130.4; DOES NOT HAVE AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON; AND, IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 34. ALL 125V 15 & 20 AMP RECEPTACLES ARE REQUIRED TO BE TAMPER RESISTANT AS REQUIRED BY CEC 406.11 (210.52) 35. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR. 36. PROVIDE GFCI PROTECTION FOR ALL 125 V RECEPTACLES IN WET APPLIANCE AREAS (BATHROOMS, ABOVE KITCHEN COUNTERTOP, CRAWL SPACES, GARAGE, ROOFTOPS, OUTDOOR OUTLETS, OUTLETS WITHIN 6-FEET OF WET BAR SINK/LAUNDRY SINK,ETC ) CEC 210.8 37. ALL LUMINARIES, LAMPHOLDERS, AND RETROFIT KITS SHALL BE LISTED. (CEC 410.6) 38. LOW VOLTAGE LIGHTING SYSTEM SHALL COMPLY W/. SECTION 411 OF CEC AND BE LISTED. NOTES TO ELECTRICIAN: A: ALL RECEPTACLES TO BE INSTALLED IN BASEBOARDS TYP. U.N.O. -VERIFY ALL LOCATIONS W/. OWNER B: HOME WILL REQUIRE LIGHTING CONTROL -CONSULT W/. OWNER & ARCHITECT PRIOR TO BIDDING, 'CONTROL FOUR' OR 'CRESTRON' NOTE: COORD. ALL CEILING DESIGN & EQUIP. CHASE LOCN'S W/. ARCH. & INT. DESIGNER PRIOR TO FRAMING SOFFITS. GFI SC EV D GD VS SDMA SURFACE MOUNTED LIGHT FIXTURE -TO BE HIGH EFFICACY, REF. NOTE #5 OF ELECTRICAL NOTES SWITCH, TOGGLE, SINGLE POLE 3 = 3-WAY 4 = 4-WAY D = DIMMER HS = HUMIDITY SENSOR VS = VACANCY SENSOR MS = MOTION SENSOR RECEPTCALE -HALF-HOT/HALF-SWITCHED 120V, +12" U.N.O. WP = WATER PROOF GFI = GROUND FAULT INTERRUPTER AFCI = ARC FAULT CIRCUIT INTERRUPTER RECEPTCALE -DUPLEX 120V, +12" U.N.O. WP = WATERPROOF & GFI GFI = GROUND FAULT INTERRUPTER AFCI = ARC FAULT CIRCUIT INTERRUPTER HOL = HOLIDAY SWITCHED OUTLET IN OR BELOW EAVE (HOLIDAY LIGHTS) TO BE WATERPROOF RECEPTACLE -DUPLEX 120V -FLUSH FLOOR INSTALLATION W/. BRASS COVER VERIFY LOCATION W/. OWNER PRIOR TO POURING CONCRETE FOR OUTLET LOCATED IN CONCRETE SLAB GARAGE DOOR OPENER W/. LIGHT -AS SELECTED, PROVIDE OUTLET IN CEILING ELECTRICAL VEHICLE CHARGER -PROVIDE 208/240 V OUTLET, HIGH ON WALL FOR POTENTIAL ELECTRICAL CAR CHARGER (VERIFY LOC'N. W. OWNER) SMART CABLE SYSTEM OUTLET -BUNDLE (2) CAT-5/(2) RG-6 (OWNER SPECIFIED) LIGHT FIXTURE -WALL MOUNT / SCONCE LIGHT FIXTURE, TO HAVE HIGH EFFICACY AND BE LISTED -AS SELECTED, VERIFY W/. OWNER LIGHT FIXTURE -CEILING MOUNT, DECORATIVE PENDANT, TO HAVE HIGH EFFICACY AND BE LISTED -AS SELECTED, VERIFY W/. OWNER LIGHT FIXTURE -EXTERIOR WALL MOUNT / SCONCE LIGHT FIXTURE, TO HAVE HIGH EFFICACY AND BE LISTED -AS SELECTED, VERIFY W/. OWNER SMOKE DETECTOR (SD) /MULTIPURPOSE ALARM (MA)(SMOKE & CARBON MONOXIDE)-TO COMPLY W/. R314 & R315, REF.LEGEND (S.D.'S IN BEDROOM TO BE ON ARC-FAULT CIRCUIT INTERRUPTER) -SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314) FAN & LIGHT FIXTURE, CEILING MOUNT -CEILING FAN W/. LED LIGHTING SYSTEM TO BE LISTED –AS SELECTED, VERIFY W/. OWNER EXHAUST FAN WITH DUCT -ENERGY STAR COMPLIANT FAN ONLY -FAN MUST BE DUCTED TO TERMINATE AT THE OUTSIDE OF THE BUILDING, MIN. 50 CFM (R303.3) -FANS IN THE BATHROOM CONTAINING BATHTUB, SHOWERS, OR TUB/SHOWER COMBINATION SHALL BE ON HUMIDITY CONTROL - MIN. CAPACITY 50 CFM WHOLE HOUSE EXHAUST FAN -PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION 4, VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR –IF INSTALLED IN BATHROOM, THE FAN MUST RUN CONTINUOUSLY AND SHALL NOT BE TIED TO A HUMIDITY SENSOR –REF. MECH. VENTILATION NOTES ON SHEET A-6.0 FOR THE REQUIRED CFM RECESSED LED LIGHT FIXTURE -ALL TO BE HIGH EFFICACY, REF. NOTE #5 OF ELECTRICAL NOTES: B = 4" FIXTURE W/. BAFFLE TRIM + LAMP (ARCH. TO APPV. TRIM) R = 4" FIXTURE W/. REFLECTOR TRIM + LAMP (ARCH. TO APPV. TRIM) L = 4" FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) E = 5" EXTERIOR FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM), REF. NOTE #33 OF ELECTRICAL NOTES -LUMINARY TO BE MARKED AS SUITABLE FOR WET LOCATION (CEC 410.10) W = 4" FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) -LUMINARY TO BE MARKED AS SUITABLE FOR WET LOCATION (CEC 410.10) F = DMF 5" APERTURE FAHRENHEIT DCD1 LED DOWNLIGHT (FIRE AND SOUND RATED) - INSTALL PER MFGR. SEPCS (ARCH. TO APPV. TRIM) RECESSED DIRECTIONAL LED LIGHT FIXTURE -AS SELECTED, VERIFY W/. OWNER - LIGHTING SYSTEM SHALL COMPLY W/. SECTION 411 OF CEC AND BE LISTED. A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC 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 RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY TANKLESS WATER HEATER -SIZE AND INSTALL PER CHAPTER 5 OF CPC AND MFGR. INSTRUCTION, VERIFY THE SIZING W/. T-24 ENERGY REPORT –THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) ELECTRICAL CIRCUIT LINE TOP OF CONCRETE SERVICE PANEL SERVICE GROUND GROUND CLAMP 20' OF #4 REBAR OR #4 BARE SOLID COPPER OR 3/4" RIGID GALVANIZED CONDUIT INSTALLED 3" OFF THE BOTTOM OF FOOTING AND ENCASED IN 3" MIN. CONCRETE PER CEC 250.52 THRU 250-686"2-CAR GARAGE STORAGE PWDR. FOYER LOUNGE DINING GREAT ROOM KITCHENBUTLER'S KIT. STAIRS C/C. 2 3 4 GD5 GFI GFIGFIGFI6 6 3 7 9 8 10 GFIGFIGFI 7 MASD MA SD MA 20 AD-2.0 BEDROOM #3 LAUNDRY STAIRS MASTER W.I.C. MASTER SUITE MASTER RETREAT MASTER BATHBATH #2 W.I.C.BEDROOM #2 BATH #3 HALLWAY 18 MA MA SD MA MA 2 19 AD-2.0 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: ELECTRICAL NOTESA GROUNDING DETAILBKEYNOTES ELECTRICAL LEGEND E D MECHANICAL VENTILATION NOTESC BRANDON ARCHITECTS 03.16.22 SCHEMATIC ELECTRICAL PLANSDEYOUNG RESIDENCEROGER DEYOUNG 2521 BAYSHORE DR. NEWPORT BEACH, CA 92663 P: 949.296.2810 CDP FOURTH CHECK 2762 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 E-1.0 CD2021-061 (PA2021-231) JUSTIN JOHNSTON 1/4" = 1'-0"1 FIRST LEVEL SCHEMATIC ELECTRICAL PLAN 1/4" = 1'-0"2 SECOND LEVEL SCHEMATIC ELECTRICAL PLAN 1 PROVIDE FAN TO COMPLY W/. WHOLE HOUSE VENTILATION REQUIREMENT - SEE MECH. VENT. NOTE/E-1 (ARCH. TO APPV. LOC'N.) 2 PROVIDE POWER FOR CUSTOM WINDOW RECESSED SHADES PER MFG'R. - OWNER TO APPR. 3 PROVIDE POWER AND SWITCH FOR GARBAGE DISPOSAL 4 KITCHEN EXHAUST HOOD TO VENT TO EXT. - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFG. INSTRUCTION 5 PROVIDE OUTLET (HIGH OR CEILING MOUNT) FOR COOK-TOP VENT 6 PROVIDE APPL. OUTLET FOR DISHWASHER 7 PROVIDE FLUSH MOUNTED OUTLET IN FLOOR (VERIFY LOC'N. W/. OWNER) 8 TO ELECTRICAL FIXTURES ABOVE/BELOW 9 PROVIDE MOTION SENSOR FOR CARPORT LIGHTS, OWNER TO VERIFY LOC'N. 10 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) NO. REVISION DATE