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Home My WebLink AboutPA2022-0222_20221208_Plans_36x24DATE 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 SEAWALL CONSULTANT GENERAL CONTRACTOR GEOTECHNICAL ENGINEER SURVEYORARCHITECTS, INC.BRANDON ARCHITECTS 12/08/22 TITLE SHEETGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 T-1.0 GATES RESIDENCE 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 TBD ELIZABETH HANNA JIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 LONGMAN CONSTRUCTION NEIL LONGMAN 2782 CIRCLE DR., NEWPORT BEACH, CA 92663 P: 949.722.7711 E: NEIL@LONGMANCONSTRUCTION.COM RMCCARTHY CONSULTING, INC. ROBERT MCCARTHY 23 COORPERATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.629.2539 E: INFO@RMCCARTHYCONSULTING.COM APEX LAND SURVEYING INC. HUNTINGTON BEACH, CA 92646 E: APEXLSINC@GMAIL.COM T: 714.488.5006 ANTHONY DORNIAN AD DESIGN INC. LOS ANGELES, CA E: ANTHONY@ADDESIGNINC.NET CHURCHILL DESIGN 1308 PARK AVE NEWPORT BEACH, CA 92660 T: 949.721.8577 ESI/FME, INC. FARHAD MANSHADI, LIC. NO. C36840 1800 E. 16TH ST., SUITE B SANTA ANA, CA 92701 P: 714.835.2800 E: FARHAD@ESIFME.COM CIVILSCAPES ENGINEERING, INC. 28052 CAMINO CAPISTRANO, SUITE 213 LAGUNA NIGUEL, CA 92677 T: 949.464.8115 ENERGY CODE WORKS 2600 MICHELSON DRIVE, STE. 1700 IRVINE, CA 92612 P: 949.240.186 PMA CONSULTING, INC. 28161 CASITAS CT. LAGUNA NIGUEL, CA 92677 E: CONSULTING@PMA-BG.COM T: 714.717.7542 LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-1 SINGLE-UNIT RESIDENTIAL SITE AREA:3,599.38 S.F. BUILDABLE AREA: 2,583.47 S.F. TOTAL ALLOWABLE AREA (HOA): 1.7 X 2,583.47 S.F. = 4,391.9 S.F. TOTAL ALLOWABLE AREA (CITY): 2 X 2,583.47 S.F. = 5,166.94 S.F. TOTAL OPEN AREA REQUIRED: .15 X 2,583.47 S.F. = 387.52 S.F. TOTAL OPEN AREA PROVIDED: 473 S.F. > 387.52 S.F. TOTAL LANDSCAPE AREA: 184 SF. EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED EXISTING S.F. = 1,921 S.F. (3 BEDS. TTL.) ZONING INFORMATION: FRONT SETBACK: 4 FT. (VIA LIDO NORD FRONTAGE) REAR SETBACK: 10 FT. (HARBOR FRONTAGE) LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. APN: 423-261-03 LOT 40, 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 CALGREEN AND 2019 CAL. ENERGY CODE OCCUPANT LOAD 1 UNIT OCCUPANCY CLASSIFICATION R-1/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. ARE (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. 4.3KW 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 PROPERTY IS LOCATED IN NEWPORT BEACH, CA ON LIDO ISLAND ON VIA LIDO NORD. THE LOT IS APPROXIMATELY 40' WIDE BY 90' DEEP, IT IS ZONED R-1 -SINGLE-UNIT RESIDENTIAL) AND IS APPROXIMATELY 3,600 S.F. DEVELOPMENT OF THE PROPERTY WILL BE REVIEWED BY THE CITY OF NEWPORT BEACH, THE LIDO ISLAND COMMUNITY ASSOCIATION AND THE CALIFORNIA COASTAL COMISSION BY PROXY AT THE CITY OF NEWPORT BEACH. THE PROPERTY INCLUDES AN EXISTING RESIDENCE AND ATTACHED GARAGE WHICH WILL BE DEMOLISHED AND A NEW TWO-STORY SINGLE FAMILY RESIDENCE OF APPROXIMATELY 3,716 S.F. AND A GARAGE SPACE FOR TWO CARS OF APPROXIMATELY 556 S.F. THE PROGRAM MAY INCLUDE THE FOLLOWING: AN EAT-IN KITCHEN WITH AN ISLAND AND A BUTLER'S PANTRY, GREAT ROOM WITH FIREPLACE, DINING AREA, ELEVATOR, SMALL BAR, MUD ROOM, POWDER, MASTER SUITE WITH SITTING AREA AND A FIREPLACE, MASTER BATH, AND A WALK-IN CLOSET, THREE (3)SECONDARY BEDROOMS WITH ATTACHED BATHS & WALK-IN CLOSETS, A POSSIBLE HOME OFFICE/5TH BEDROOM, WINE ROOM/CLOSET AND A LAUNDRY ROOM. A PATIO LIVING AREA WILL BE STRONGLY CONNECTED TO THE INTERIOR LIVING SPACE AND WILL INCLUDE HARDSCAPE/LANDSCAPE ELEMENTS AND A BUILT-IN BBQ AREA, POSSIBLE SPA, FIRE FEATURE, LANDSCAPING AND A WATER FEATURE. 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 A-0.0 ARCHITECTURAL SITE PLAN & GRADE PLAN A-0.1 AREA PLANS A-0.2 SLAB EDGE PLAN C1 TITLE SHEET C2 GRADING PLAN C3 CONSTRUCTION POLLUTION PREVENTION PLAN (CPPP) C4 GEOTECHINICAL NOTES C5 GEOTECHNICAL NOTES (CONTD.) SW-0 STRUCTURAL GENERAL NOTES & MAP (FOR REF. ONLY) SW-1 SEAWALL REINFORCEMENT PLAN (FOR REF. ONLY) SW-2 DETAILS (FOR REF. ONLY) L-0 LANDSCAPE COVER SHEET L-1 LANDSCAPE HARDSCAPE PLAN L-1.1 LANDSCAPE DIMENSION PLAN L-2 LANDSCAPE CONSTRUCTION DETAILS L-3 LANDSCAPE LIGHTING PLAN L-3.1 LANDSCAPE LIGHTING SPECS L-4 LANDSCAPE IRRIGATION PLAN L-5 LANDSCAPE IRRIGATION DETAILS L-6 LANDSCAPE IRRIGATION SPECS L-7 LANDSCAPE PLANTING PLAN L-8 LANDSCAPE PLANTING DETAILS L-9 LANDSCAPE PLANTING SPECS A-1.0 3D VIEWS A-2.0 FIRST LEVEL & SECOND LEVEL FLOOR PLAN A-2.1 FIRST LEVEL & SECOND LEVEL DIMENSION PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS A-5.0 BUILDING SECTIONS A-5.1 BUILDING SECTIONS A-5.2 BUILDING SECTIONS A-6.0 FIRST AND SECOND LEVEL REFLECTED CEILING PLAN A-7.0 DOOR & WINDOW SCHEDULE AD-1.0 STANDARD DETAILS AD-2.0 CUSTOM DETAILS AD-3.0 DOOR AND WINDOWS DETAILS SGN STRUCTURAL GENERAL NOTES S0 3D FRAMING VIEWS S1 FOUNDATION PLAN S2 FRAMING PLAN SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS HFX1 HARDY - ANCHORAGE DETAILS HFX2 HARDY - FRAMING DETAILS HFX3 HARDY - FLOOR SYSTEM DETAILS HFMF 1 HARDY - SPECIAL MOMENT FRAME HFMF 2 HARDY - SPECIAL MOMENT FRAME HFMF 3 HARDY - SPECIAL MOMENT FRAM HFMF 1 TYP HARDY - TYP. INSTALATION DETAILS HFMF 2 TYP. HARDY - TYP. INSTALATION DETAILS HFMF 3 TYP. HARDY - TYP. INSTALATION DETAILS HFMF 4 TYP. HARDY - TYP. INSTALATION DETAILS HFMF 5 TYP. HARDY - TYP. INSTALATION DETAILS E-1.1 FIRST AND SECOND LEVEL SCHEMATIC ELECTRICAL PLAN T.24a T24 COMPLIANCE REPORT T.24b T24 COMPLIANCE REPORT T.24c T24 COMPLIANCE REPORT PROJECT SITE HOA NOTE: 1. A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AT THE FOLLOWING POINT IN THE CONSTRUCTION PROCESS: AFTER ROOF FRAMING AND INSTALLATION OF ROOF MATERIAL. MEASURE FROM AVERAGE CURB HEIGHT OF 11.96. 2. THE AIR CONDITIONG UNITS MUST NOT BE VISIBLE FROM THE STREET OR PUBLIC WALKWAY. BUILDING AREA_TITLE 2-CAR GARAGE 556 SF 556 SF FIRST FLOOR LIVING 1625 SF 1625 SF SECOND FLOOR LIVING 2091 SF 2091 SF GRAND TOTAL 4272 SF LANDSCAPE AREA AREA L-A 18 SF L-B 28 SF L-C 21 SF L-D 8 SF L-E 11 SF L-F 103 SF LANDSCAPE AREA TOTAL 190 SF TOTAL ROOF AREA_SLOPED & FLAT AREA 1 33 SF 2 58 SF 3 93 SF 4 297 SF 5 97 SF 6 11 SF 7 21 SF 8 3 SF 9 15 SF FLAT ROOF 627 SF A 25 SF B 956 SF C 100 SF D 190 SF E 312 SF F 50 SF G 21 SF H 7 SF I 219 SF J 4 SF SLOPED ROOF 1884 SF TOTAL ROOF AREA 2511 SF FIRST FLOOR OPEN AREA AREA OA-1 151 SF FIRST FLOOR OPEN AREA 151 SF SECOND FLOOR OPEN AREA AREA OA-2 41 SF OA-3 63 SF OA-4 228 SF TOTAL SECOND FLOOR OPEN AREA 332 SF NO. REVISION DATE PA2022-0222 DEFINITIONS: (AS USED IN THESE SPECIFICATIONS) OWNER SHALL MEAN: JIM AND ANGELA GATES ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., BRANDON LINSDAY 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 CALIFRONIA 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. 37. 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. 38. 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. 39. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNER/VENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES. 40. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE MANUFACTURERS. 41. 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. 42. 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 & SPA: 1. PROVIDE AN ALARM FOR DOORS AND WINDOWS WITH SILL HEIGHTS LESS THAN 60-INCHES ABV.F.F. OF THE DWELLING THAT FORMS A PART OF THE POOL ENCLOSURE. THE ALARM SHALL BE LISTED AS A WATER HAZARD ENTRANCE ALARM IN ACCORDANCE WITH UL 2017. THE DEACTIVATION SWITCH SHALL BE AT LEAST 60" ABOVE THE FLOOR IF THE RESIDENCE IS NOT REQUIRED TO BE ACCESSIBLE. (CBC 3109 & ISPSC 305.4) 2. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED WITH SUCTION ANTIENTRAPMENT GRATE IN ACCORDANCE WITH ANSI/APSP-16 PER CBC 3109 SECTION (B) OF 115928. SUCTION ENTRAPMENT AVOIDANCE FOR POOL AND SPA SHALL BE PROVIDED IN ACCORDANCE WITH APSP-7 PER ISPSC SECTION 310. 3. PROVIDE POWER SAFETY COVER IN COMPLIANCE WITH ASTM F1346-91 FOR POOL & SPA (CBC 3109 SECTION (3) OF 115922 & ISPSC 305). 4. POOL ENCLOSURE FENCE SHALL BE 60-INCHES MIN. ABV. FS/NG MEASURED ON THE SIDE THAT FACES AWAY FROM SWIMMING POOL W/. MAX VERTICAL CLEARANCE OF 2-INCHES BETWEEN FS/NG AND BOTTOM OF THE FENCE/BARRIER MEASURED ON THE SIDE OF FENCE THAT FACES AWAY FROM SWIMMING POOL. OPENING, GAP, AND VOID IN ENCLOSURE FENCE OR GATE SHALL NOT ALLOW THE PASSAGE OF 4-INCHES DIAMETER SPHERE OR LARGER. OUTSIDE SURFACE (FACING AWAY FROM SWIMMING POOL) OF THE POOL ENCLOSURE INCLUDING THE GATE TO BE FREE OF PROTRUSIONS, CAVITIES, OR OTHER PHYSICAL CHARACTERISTICS THAT WOULD SERVE AS HANDHOLDS OR FOOTHOLDS WHICH COULD ENABLE A CHILD FIVE YEARS OLD OR YOUNGER TO CLIMB OVER. (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 12/08/22 ARCHITECTURAL GENERAL NOTESGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 T-1.1 TBD ELIZABETH HANNA NO. REVISION DATE PA2022-0222 LOT 40TRACT NO. 907M.M. 28/25-36LOT 41VIA LIDO NORD[BASIS OF BEARINGS]℄LOT 39N29°00'00"E 22.50'N61°00'00"W 39.99' N61°00'00"W 39.99'N29°00'00"E 90.00'N29°00'00"E 90.00'N61°00'00"W 68.08'VIAVENEZIA℄NEWPORT BAYBASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ONTHE CENTERLINE OF VIA LIDO NORD HAVING A BEARING OFN61°00'00"W PER TRACT NO. 907, M.M. 28/25-36.VICINITY MAPBENCHMARK INFORMATION748 VIA LIDO NORD NEWPORT BEACH, CA 92663 (APN: 423-261-03) TOPOGRAPHIC MAP 1 1TITLE REPORT/EASEMENT NOTES748 VIA LIDO NORDNEWPORT BEACH, CA 92663(APN: 423-261-03)NO TITLE REPORT PROVIDEDLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:LOT 40 IN TRACT NO. 907, IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAPRECORDED IN BOOK 28, PAGES 25-36, OF MISCELLANEOUSMAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAIDCOUNTY.LCEXISTING ELEVATIONLEGEND( )ACASPHALT PAVEMENTFOUND MONUMENT AS NOTED HEREONSEARCHED, FOUND NOTHING; SETNOTHINGFSFLFINISHED SURFACEFLOWLINEFFGFINISHED FLOOR GARAGECONCRETE SURFACET.B.M.TEMPORARY BENCHMARKSET ON A SEWER MANHOLE RIMELEVATION = 12.17 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: NB3-21-92DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "NB3-21-92",SET IN THE NORTHWEST CORNER OF A 4 FT. BY10 FT. CONCRETE CATCH BASIN. MONUMENT ISLOCATED IN THE SOUTHWEST CORNER OF THEINTERSECTION OF VIA LIDO NORO AND VIA KORON,40 FT. WESTERLY OF THE CENTERLINE OF VIAKORON AND 20 FT. SOUTHERLY OF THECENTERLINE OF VIA LIDO NORO. MONUMENT IS SETLEVEL WITH THE SIDEWALK.ELEVATION: 11.912 FEET (NAVD88), YEAR LEVELED 2015ACU AIR CONDITION UNITBSBOTTOM STEPEPBELECTRICAL PULL BOXSMH SEWER MANHOLETSTOP STEPTXTOP OF DRIVEWAY XTDTOP OF DECKWATERPA2022-0222 UP N61°00'00"W 208.69' (208.72')LOT 40 TRACT NO. 907 M.M. 28/25-36 LOT 41 LOT 39VIA LIDO NORD℄[BASIS OF BEARINGS]N29°00'00"E 22.50'N61°00'00"W 39.99'N61°00'00"W 39.99'N29°00'00"E 90.00' N29°00'00"E 90.00'N61°00'00"W 68.08'(12.30) AC (12.21) AC (12.17) SMH RIM (12.21) AC (12.14) AC (11.44) EG (11.51) EG (11.51) EG (11.45) FL (11.56) EG (11.59) EG (11.61) EG (11.99) FS (12.02)TC (11.51)FL (12.01)TC (11.55)FL (11.92)TX (11.50)FL (11.85)TX (11.42)FL (11.91)TC (11.43)FL (11.90)TC (11.41)FL (11.43) EG (11.90)FS(12.04)FS(12.13) FFG (38.31) CHIMNEY TOP (34.78) RIDGE (12.03)FS(11.72) NG (12.54) FS (12.51) FS (12.42) FS (12.59) FF (12.41) FS (12.06) FS (12.45) FS (11.92) FS (11.86) FS (11.71) NG (12.42) FS (11.73) FS (11.65) FS (38.36) CHIMNEY TOP (11.51)FS(11.46)FS(11.42) FS (11.31) FS (11.63) FS (11.40) FS (26.42) CHIMNEY TOP (11.26) FS (11.37) FS (11.35) FS (11.40) FS (11.29) FS (11.40) FS (11.41) FF (11.32) FS (11.68) FS (39.33) CHIMNEY TOP (12.02) TS (11.55) FS (12.56) FF (12.05) FS (11.85) FS (12.12) FS (12.14) FS (34.14) RIDGE (32.03) RIDGE (11.31) TS PROPERTY LINE EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING GATE PROPERTY LINE ACU ACU PROPERTY LINE CURB & GUTTER WM GM EPBDRIVEWAY AC PAVEMENT COLUMN COLUMN 4" TREE GATE DN UP 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 DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. -CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. GENERAL NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). C.N.B. NOTES: 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. 4. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING OR ADDITIONS TO AN EXISTING BUILDING EXCEEDING 50% OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. (NBMC 12.32.015) 5. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 6. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. LANDSCAPE NOTES: 1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLANS, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS AND MATERIALS. POOL: 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) 1 1 1 1 2 3 3 4 S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 4' - 0" R.Y.S.B. 10' - 0" 5 5 6 PLANTER AREA (PER LANDSCAPE) PLANTER AREA (PER LANDSCAPE) 7 8 EXISTING HOME (NOT A PART)CLR.20' - 6 1/2"12.47' F.F. 12.47' F.F. 12.47' F.F. 12.47' F.F. 14.81' T.O.W. 9 2-CAR GARAGE PANTRY KITCHEN LOUNGE GREAT ROOM DINING STAIRS FOYER ENTRY ELEV. PWDR.W/C. 101010 6 11 12 13 1314 14 15 PLANTER AREA (PER LANDSCAPE) PLANTER AREA (PER LANDSCAPE) EXISTING HOME (NOT A PART) 16 TO STREET CL. 22' - 6" CLR. 24' - 1" SLOPE PER CIVIL 13F.O.F.2' - 11 3/8"18.30' T.O.W.15.21' T.O.W.CLR.5' - 4"PLANTER AREA (PER LANDSCAPE) 6" STEP (PER CIVIL) 6" STEP (PER CIVIL) 17 PLANTER AREA (PER LANDSCAPE) APN: 423-261-03 LOT 40 TRACT NO. 907 M.M. 28/25-36 FIRST FLOOR F.F. = 12.47' PLANTER AREA (PER LANDSCAPE)PLANTER AREA (PER LANDSCAPE) (E.) DOCK (NOT A PART) 17.55' T.O.W. 18 N29°00'00"E 90.00'N61°00'00"W 39.99'N29°00'00"E 90.00'N61°00'00"E 68.08'NEWPORT HARBORVIA LIDO NORDF.O.F.3' - 0 1/2"F.O.F.3' - 7"F.O.F.3' - 7 3/8"F.O.F.3' - 8"F.O.F.3' - 4 1/4"F.O.F.3' - 5"17.42' T.O.W.F.O.F.3' - 2 3/8"E. 11.42'E. 11.42'E. 11.31'E. 12.41'E. 11.71' E. 11.31' E. 11.26' E. 11.31' E. 11.40'E. 11.55'E. 11.90' 19 19 19 19 19 2020F.O.F.12' - 3 5/8"12' - 5 5/8"F.O.F.5' - 9 3/4"5' - 10 1/4"F.O.F.3' - 6"3' - 8"F.O.F.5' - 2 3/8"5' - 2 7/8"F.O.F.3' - 7 1/2"3' - 8"17.90' T.W.17.55' T.W. E. 12.05'E. 12.05' 13' - 3 1/8" F.O.F. 13' - 2 5/8"F.O.F.2' - 3 1/2"2' - 5 1/2"F.O.F.4' - 7 3/8"4' - 7 7/8"F.O.F.3' - 0"3' - 0 1/2"21 14.81' T.R. 14.81' T.R. 12.47' T.W. 12.47' T.W. 12.47' T.W. 18.30'17.51'17.42'15.84'14.81'STEP PER CIVILUTILITY EASEMENT 4' - 0" UTILITY EASEMENT 4' - 0" 13.97'13.97' E. 12.42' 14.81' T.R. 14.81' T.W. E. 11.32' 14.81' T.W. E. 11.40' 17.90' 17.51' E. 11.73'E. 11.51'E. 11.51' 13.80' 13.80' 11.26' PER CIVIL 11.26' PER CIVIL 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 12/08/22 ARCHITECTURAL SITE PLAN & GRADE PLANGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 A-0.0 TBD ELIZABETH HANNA PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ARCHITECTURAL SITE PLAN 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 REAR YARD SETBACK 5 (E.) PROPERTY LINE WALL - PROTECT IN PLACE 6 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 7 (E.) ELECTRICAL PULL BOX - (REF. SURVEY & CIVIL DWGS.) 8 (E.) WATER METER LOCATION - (REF. SURVEY & CIVIL DWGS.) 9 EDGE OF GUTTER 10 TRASH LOCATION - SCREEN FROM STREET AS NEEDED 11 (E.) SEWER C.O. LOCATION - (REF. SURVEY & CIVIL DWGS.) 12 (E.) GAS METER LOCATION - (REF. SURVEY & CIVIL DWGS.) 13 (N.) HARDSCAPE - COLORED & SCORED CONCRETE PAVERS (AS SELECTED), REF. LAND. DWGS. 14 DECORATIVE FOUNTAIN PER LANDSCAPE DESIGNER (BY SEPARATE PERMIT IF NEEDED) 15 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 16 CENTERLINE OF STREET 17 (N.) DRIVEWAY PAVERS - REF. LAND. DWGS., SLOPE PER CIVIL 18 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. & MAX. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4 & 20/AD-1 19 LINE OF ROOF, EAVES & OVERHANGS ABOVE 20 DOWNSPOUT - ALUM. W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 21 PLANTED AREA - COORDINATE WITH LANDSCAPE DESIGNER 3/16" = 1'-0"2 GRADE PLANE EXHIBIT PT. 2 11.40' FS PT. 3 11.90' FS PT. 4 11.72' FS PT. 1 -11.42' FS PT. 2 -11.40' FS PT. 3 -11.90' FS PT. 4 -11.72' FS PT. 2 11.42' FS GRADE PLANE:46.44/4 = 11.61 NO. REVISION DATE PA2022-0222 DN ROOM TAGROOM NAME ? 1 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG STRUCTURAL STEEL COLUMN -PER STRUCT., REF. STRUCT. DWGS. -PAINT AND SEAL AS REQUIRED -ARCH. TO APPV. PAINT COLOR FOR EXPOSED STEEL COLUMNS WALL FRAMING -REF. A-2.0 DIMENSION PLANS FOR SIZING AND DIMENSIONS CONCRETE WALL -12" REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRUCT. DWGS. -FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPROOFING AND DRAINAGE AS REQUIRED PER SECTION R406.1 & R406.2. REF/ SOILS REPORT, WATERPROOFING & DAMPROOFING NOTES ON SHEET T-1.1 - EXPOSED SURFACES TO HAVE TROWELED SMOOTH FINISH WITH A LIGHT GRAY COLOR, PROVIDE SAMPLE FOR ARCH. APPROVAL STRUCTURAL WOOD POST/COLUMN -PER STRUCT., REF. STRUCT. DWGS. -PAINT, STAIN AND SEAL AS REQUIRED -ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH. APPROVAL SLAB/FRAMING DEPRESSION -SEE STRUCT. DWGS. FOR THE RECESSION DETAILS -FOR RECESSION SPECIFIC TO EQUIPMENT OR ASSEMBLY VERIFY THE REQUIRED RECESSION W/. MFGR. OR FABRICATOR -SHOWER RECESSION TO BE VERIFIED W/. I.D. VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW -MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2”DIA. PIPE & TYP. 3”DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE NOTE: GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR TO REVIEW AND APPROVE ALL FINAL SHOP DRAWINGS PRIOR TO FABRICATION & POURING. ARCHITECT & STRUCTURAL ENGINEER TO REVIEW SHOP DWGS. FOR DESIGN CONFORMITY TO THE CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION & POURING. DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" -CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. WATERPROOFING AND DAMPPROOFING NOTES: R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE-EIGHTH-INCH (3.2 MM) COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY.CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. TWO-PLY HOT-MOPPED FELTS. 2. FIFTY-FIVE-POUND (25 KG) ROLL ROOFING. 3. SIX-MIL (0.15 MM) POLYVINYL CHLORIDE. 4. SIX-MIL (0.15 MM) POLYETHYLENE. 5. FORTY-MIL (1 MM) POLYMER-MODIFIED ASPHALT. 6. SIXTY-MIL (1.5 MM) FLEXIBLE POLYMER CEMENT. 7. ONE-EIGHTH-INCH (3 MM) CEMENT-BASED, FIBER-REINFORCED, WATERPROOF COATING. 8. SIXTY-MIL (1.5 MM) SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. EXCEPTION: ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD-SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F (93°C). SLAB ON GRADE NOTE: PROVIDE BASE PER R506.2.2 AND VAPOR RETARDER PER R506.2.3 W/. CAPILLARY BREAK 537 SF F 1091 SF A 306 SF C 149 SF D 66 SF E 13 SF B 19 SF G 21' - 7 3/4"10' - 1 1/4"1' - 6 7/8"12' - 1"6' - 7 3/8"22' - 7 1/8"34' - 7 3/4"3' - 5 3/8"19' - 0 1/4"19' - 1 1/4" 34' - 7 1/4"31' - 6 1/4"1' - 9 5/8"7' - 3 3/4" 151 SF OA-1 3' - 5 3/4" 15' - 6 1/2" 100 SF A 335 SF B 371 SF D 156 SF C 282 SF F 531 SF E 118 SF I 154 SF H 26 SF J 19 SF G 6' - 6 1/2"16' - 0 5/8"15' - 6 1/2"29' - 9"6' - 7"1' - 6"17' - 2 3/4"17' - 10 1/4"23' - 10 1/8"22' - 7"15' - 6 1/2"9' - 1 3/4"2' - 0 7/8"20' - 2 1/8"13' - 11 7/8"9' - 7 3/8"17' - 10 1/4"16' - 0 3/4"41 SF OA-2 63 SF OA-3 228 SF OA-4 10' - 1 1/4"17' - 7 3/8"6' - 3 1/4"3' - 6 3/4" 3' - 6 3/4" 25 SF A 956 SF B 4 SF J 100 SF C 190 SF D 312 SF E 297 SF 4 93 SF 3 50 SF F 21 SF G 7 SF H 219 SF I 97 SF 5 21 SF 7 15 SF 9 207 SF AA 103 SF BB 302 SF CC 376 SF DD 175 SF EE 2' - 10 3/4"62' - 4 1/2"6' - 7"1' - 1 1/2"8' - 7 1/4"9' - 11 3/4"19' - 0 3/8"15' - 11 7/8"2' - 9 3/8"7' - 5 1/2"2' - 10 1/8"19' - 6 1/2"17' - 0 3/8"2' - 6 1/8"15' - 4"15' - 2 1/8"13' - 6 1/8"3' - 2 3/4"15' - 6 1/2"7' - 1 1/8" 9' - 1 3/4"11' - 2 5/8"22' - 4 1/4"9' - 3"9' - 5 3/4"31' - 9 7/8"9' - 5 3/4"39' - 7 7/8"22' - 4 1/4"7' - 9 3/4" 33 SF 1 58 SF 2 3 SF 8 11 SF 6 25 SF A 956 SF B 4 SF J 21 SF 7 219 SF I 297 SF 4 21 SF G 50 SF F 312 SF E 190 SF D 62' - 3 1/2"6' - 7"2' - 6 1/8"12' - 2 5/8"4' - 11 1/2"15 SF 9 97 SF 5 100 SF C 1' - 2 5/8" 4' - 2"6' - 10 1/2" 7 SF H93 SF 3 2' - 6 1/8"19' - 6 1/2"17' - 0 3/8"15' - 4"9' - 5 3/4"9' - 1 1/4"19' - 0 3/8"15' - 4"15' - 2 1/8"2' - 5 5/8"33 SF 1 58 SF 2 11 SF 6 3 SF 8 28 SF L-B 21 SF L-C 8 SF L-D 11 SF L-E 18 SF L-A 103 SF L-F DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS ANNOTATION LEGENDB SLAB EDGE NOTESA KEYNOTE LEGENDC 12/08/22 AREA PLANSGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 A-0.1 TBD ELIZABETH HANNA 1/8" = 1'-0"1 FIRST LEVEL AREA PLAN 1/8" = 1'-0"2 SECOND LEVEL AREA PLAN 1/8" = 1'-0"7 ROOF AREA ABV. 22' 1/8" = 1'-0"3 ROOF AREA - SLOPED & FLAT FIRST FLOOR BUILDING AREA AREA A 1091 SF B 13 SF C 306 SF D 149 SF E 66 SF F 537 SF G 19 SF FIRST FLOOR LIVING TOTAL 2181 SF TOTAL ROOF AREA_SLOPED & FLAT AREA 1 33 SF 2 58 SF 3 93 SF 4 297 SF 5 97 SF 6 11 SF 7 21 SF 8 3 SF 9 15 SF FLAT ROOF 627 SF A 25 SF B 956 SF C 100 SF D 190 SF E 312 SF F 50 SF G 21 SF H 7 SF I 219 SF J 4 SF SLOPED ROOF 1884 SF TOTAL ROOF AREA 2511 SF SECOND FLOOR AREA AREA A 100 SF B 335 SF C 156 SF D 371 SF E 531 SF F 282 SF G 19 SF H 154 SF I 118 SF J 26 SF SECOND FLOOR LIVING TOTAL 2091 SF TOTAL ROOF AREA ROOF AREA ABOVE 22' TOTAL ROOF AREA AREA 7 21 SF 4 297 SF 9 15 SF 5 97 SF 3 93 SF 1 33 SF 2 58 SF 6 11 SF 8 3 SF FLAT ROOF 627 SF A 25 SF B 956 SF J 4 SF I 219 SF G 21 SF F 50 SF E 312 SF D 190 SF C 100 SF H 7 SF SLOPED ROOF 1884 SF TOTAL ROOF AREA 2511 SF ROOF AREA ABOVE 22' (MAX. FLAT) AREA AA 207 SF BB 103 SF CC 302 SF DD 376 SF EE 175 SF 1161 SF ROOF AREA ABOVE 22' TOTAL 1161 SF 1/8" = 1'-0"6 LANDSCAPE AREA PLAN FIRST FLOOR OPEN AREA AREA OA-1 151 SF FIRST FLOOR OPEN AREA 151 SF SECOND FLOOR OPEN AREA AREA OA-2 41 SF OA-3 63 SF OA-4 228 SF TOTAL SECOND FLOOR OPEN AREA 332 SF NO. REVISION DATE PA2022-0222 PRECISE GRADING PLAN FOR GATES RESIDENCE 748 VIA LIDO NORD NEWPORT BEACH, CA 92663JOB NO.DATESHEET NO.REVISIONS22051NO. REVISION DATESHEET NO. OF 511/25/202228052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 info@civilscapes.com G:\Projects\22051 748 Via Lido Nord, NB\DWG\22051.GRADING.dwg1C1 TITLE SHEET 1.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE(NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT.2. DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE.3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD.4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION10-28 OF THE NBMC.5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28OF THE NBMC.6. THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTINGUTILITIES.8. APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USEDTO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION.9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THEUNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL.10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITYTRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC.11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPEAREAS.12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROLDEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER.13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC (SDR 35) WITH GLUED JOINTS.14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TOENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIALS AND WASTES SHALLBE REMOVED FROM THE SITE.GENERAL NOTESCITY OF NEWPORT BEACH, CALIFORNIACOUNTY OF ORANGEC1 TITLE SHEETC2 GRADING PLANC3 CONSTRUCTION POLLUTION PREVENTION PLAN (CPPP)C4 GEOTECHNICAL NOTESC5 GEOTECHNICAL NOTES (CONTD.)SHEET INDEX748 VIA LIDO NORDAPN: 423-261-03PRECISE GRADING PLANWILL ROLPHCIVILSCAPES ENGINEERING, INC.28052 CAMINO CAPISTRANO, STE 213LAGUNA NIGUEL, CA949.464.8115WILL@CIVILSCAPES.COMCIVIL ENGINEER1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSDURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.2. NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHALLBE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND ON THESITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIRDISCOVERY.3. EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANSARE ESTIMATES FOR PERMITTING PURPOSES ONLY AND SHALL NOT USED FORCONSTRUCTION COST ESTIMATES OR FOR BIDDING PURPOSES. THE CONTRACTOR SHALLDEVELOP OWN QUANTITIES FOR BIDDING PURPOSES.4. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/ORGEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THERESPONSIBILITY OF THE DESIGN ENGINEER FOR THIS PLAN. CIVILSCAPES ENGINEERINGDOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTERCONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES.5. ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN ANDPER SEPARATE PLAN AND PERMIT.6. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS.7. CONTRACTOR SHALL VERIFY EXISTING ELEVATION, PROTECT ALL EXISTING UTILITIES, ANDDOWNSTREAM DRAIN.8. TOPOGRAPHIC SURVEY SHOWN HEREON FOR REFERENCE PURPOSES ONLY.9. TOPOGRAPHIC SURVEY PREPARED BY: APEX LAND SURVEYING, INC., 8512 OXLEY CIRCLE,HUNTINGTON BEACH, CA. PHONE: 714-488-5006.10. VERIFY EXISTING TOPOGRAPHIC ELEVATIONS AND NOTIFY CIVILSCAPES ENGINEERING OFANY CONFLICTS PRIOR TO CONSTRUCTION.11. NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL PROTECT UTILITIES ORSTRUCTURES FOUND ON THE SITE AND NOTIFY CIVILSCAPES ENGINEERING OF ANYCONFLICTS.12. EXTERIOR FOUNDATIONS WALLS SHALL COMPLY WITH THE DETAILS AS SHOWN BELOW:13. PAD ELEVATION IS ASSUMED TO BE BASED ON ARCHITECTURAL FLOOR PLAN WITH ATLEAST 5" THICK CONCRETE AND 4" THICK BASE WITH VAPOR BARRIER PER SOILS REPORT.CONTRACTOR TO VERIFY WITH LATEST APPROVED SOILS REPORT AND STRUCTURALENGINEER FOR EXACT SLAB RECOMMENDATIONS.14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF AN OF THE EXISTING PUBLICIMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURBAND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THEOWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADEAT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR.15. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHINTHE PUBLIC RIGHT OF WAY. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALLNON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.16. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BYA C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERINGCONTRACTOR.17. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSEDGENERAL ENGINEERING CONTRACTOR.18. EXISTING STREET TREE(S) SHALL BE PROTECTED IN PLACE.19. REMOVE EXISTING NON-GRASS PARKWAY ELEMENTS BETWEEN SIDEWALK AND CURB.REPLACE WITH SOD TO MATCH EXISTING AS REQUIRED.20. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS AND OVER-EXCAVATIONREMOVALS AND COMPACTION REQUIREMENTS.21. PIPE MATERIAL MAY BE SUBSTITUTED IF APPROVED BY ENGINEER.22. INCLUDE ALL REQUIRED JOINTS AND FITTINGS. PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS.23. UTILITIES SHALL BE CONSTRUCTED AND INSTALLED PER CALIFORNIA PLUMBING CODEAND CITY PLUMBING CODE. SERVICE LINES AND METER SIZES SHALL BE CONFIRMED BYPLUMBING ENGINEER OR CONTRACTOR PRIOR TO CONSTRUCTION.24. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS, ASTM D 2321, AND SOILS REPORT. 25. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED.26. CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFYENGINEER OF ANY DISCREPANCIES.27. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN AMANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLICRIGHT-OF-WAY.NOTES TO OWNER, CONTRACTOR, & ARCHITECTJIM AND ANGELA GATES748 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNEREARTHWORK QUANTITIES1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVECOMPACTION OUT TO THE FINISHED SURFACE.3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENTRELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVEDBY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELYEVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THEOVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIEDAND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL.5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFOREANY ADDITIONAL FILLS ARE ADDED.7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED INPLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER.8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINEAND GRADE.9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THEBUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OVERUNTESTED BACKFILLS TO FACILITATE TESTING.10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDINGDEPARTMENT.11. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY ANENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULDEXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICALHAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARYTREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL.12. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BENECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILSENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROMTHE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.13. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THECONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPEAND ADJACENT STRUCTURES UPON COMPLETION.14. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURINGGRADING.15. NOTIFICATION OF NONCOMPLIANCE: IF IN THE COURSE OF FULFILLING THEIRRESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERINGGEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE INCONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BEREPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADINGWORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVEMEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FORAPPROVAL.GRADING NOTES1. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM PAVED SURFACES. AREAS UPONSTARTING OPERATIONS, AND PERIODICALLY THEREAFTER.2. SEDIMENT CONTROL MEASURES (I.E. GRAVEL BAGS OR EQUIVALENT) SHALL BEIMPLEMENTED AT THE PERIMETER OF ALL DISTURBED SOIL AREAS TO CONTROL RUN-ONAND RUN-OFF.3. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILEDAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN ISIMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THERAINY SEASON.4. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BEUSED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNERTHAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATEDRUN-OFF FOR TREATMENT AND DISPOSAL.EROSION CONTROL NOTESSITE ADDRESS: 749 VIA LIDO NORD., NEWPORT BEACHAPN 423-261-03GENERAL PLAN LAND USE: RS-D SINGLE UNIT RESIDENTIAL DETACHEDZONING DISTRICT: R-1 SINGLE-UNIT RESIDENTIALCOSTAL ZONE: YESSITE DATA:ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVEAPPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS ANDRESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAINPLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.CC&R'S1. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY ANENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKSDEPARTMENT.2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLICIMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK,CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED.ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD,A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/ORCLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BEBORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030).SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE ATTHE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLETO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THECONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGEOR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY.3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARDIMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARDIMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.4. CONTRACTOR REMOVE ALL EXISTING DECORATIVE MATERIAL WITHIN THE PUBLICRIGHT-OF-WAY.5. ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE A MAXIMUMGROWTH CHARACTERISTIC OF 36-INCHES.6. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONEDIN A MONNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLICRIGHT-OF-WAY.PUBLIC WORKS NOTESARCHITECTBRANDON ARCHITECTS151 KALMUS DR., SUITE G-1COSTA MESA, CA 92626714.754.4040THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE INCONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE FOLLOWING SOILSREPORT FOR THIS PROJECTENTITLED: GEOTECHNICAL INVESTIGATIONPROJECT No.: 8671-00DATED: JUNE 12, 2022FIRM NAME: R McCARTHY CONSULTING, INC.GEOTECHNICAL CERTIFICATIONREFER TO GEOTECHNICAL INVESTIGATION FOR ADDITIONAL INFORMATION:R McCARTHY CONSULTING, INC.23 CORPORATE PLAZA, SUITE 150NEWPORT BEACH, CA 92660949.629.2539SOILS ENGINEERNOTE:SURVEYOR OR ENGINEER SHALL PERMANENTLYMONUMENT PROPERTY CORNERS OR OFFSETSBEFORE GRADING.NO SCALEVICINITY MAPAPEX LAND SURVEYING, INC.HUNTINGTON BEACH, CA 92646714.488.5006APEXLSINC@GMAIL.COMSURVEYORPROJECT SITE748 VIA LIDO NORDRAW CUT 9 CUBIC YARDSRAW FILL39 CUBIC YARDSOVER EXCAVATION285 CUBIC YARDSSHRINKAGE 5%±14 CUBIC YARDSNET 44 CUBIC YARDS (IMPORT)PA2022-0222 LOT 41VIA LIDO NORD℄LOT 39PROPOSED RESIDENCEFF=12.47VIA LIDO NORDFF=12.47FF=12.47 FS=12.22FS=12.22GFF=11.98GFF=12.15FS=11.94 17.90TW17.90TW17.55TW17.55TW14.90TW14.81TW17.42TW15.84TW18.30TW15.21TW15.21TW11.47FS(11.43)FL11.52FS(11.48)FL(12.01)TC(11.90)TC12.47FF12.15GFF4"STEP0.83%9.0%10%(11.85)TC(11.92)TC12.47FF12.30FS2"STEP12.14GFF11.93FS2-1/2"STEPWATER FEATUREPER LS ARCH. PLANFIRE PITEXISTING SEAWALL TOBE EXTENDED ANDREINFORCED PERSTRUCTURAL PLANEXISTING WALL TO BEREMOVED AND REPLACEDPER ARCH. PLANEXISTING WALL TO BEREMOVED AND REPLACEDPER ARCH. PLANEXISTING WALL TO BEREMOVED AND REPLACEDPER ARCH. PLANEXISTING WALL TO BEREMOVED AND REPLACEDPER ARCH. PLAN12.47TW(11.17)TW14.81TW(11.17)TWWATER FEATUREPER LS ARCH. PLAN12.22FS12.22FS2%2%12.17FS12.06TG10.67INV2%12.00TG10.77INV12.00TG10.90INV12.00TG11.18INV11.95TG11.56INV2%12.22FS12.03TG11.03INV2%2%12.13FS11.95TG11.58INV2.0%12.00FS11.82TG10.81INV12.06FL12.22FS12.08FS11.95TG10.53INV2% 2%12.05TG10.29INV1.0%12.04FL2%1.4%12.05FS2.0%21111113333333445666666777PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEN29°00'00"E 90.00'N29°00'00"E 90.00'N61°00'00"W 39.99' N61°00'00"W 39.99'3'12'3'62.0%2.0%2.0%12.47TW(11.17)TW17.51TW17.42TW18.30TW17.51TW12.22FS11.26FG12.22FS11.26FG12.22FS11.26FG12.12TG10.12INV72.0%2.0%1412.12TG12.12TG555555512.89TS12.47TS12.47TS12.47TS12.47TS1616161616314.90TW14.81TW15.84TW14.81TW13.97TW4'ESMT4' WIDE UTILITYEASEMENT3" GAS MAIN8" VCPSEWER MAIN6" CI WATERMAINEXISTING VCP SEWERLATERAL TO REMAIN13123" GAS MAIN6" CI WATERMAINLOT 41VIA LIDO NORD℄LOT 39PROPOSED RESIDENCEFF=12.47VIA LIDO NORD12.06TG10.67INV12.00TG10.77INV12.00TG10.90INV12.00TG11.18INV11.95TG11.56INV12.03TG11.03INV11.95TG11.58INV11.82TG10.81INV11.95TG10.53INV12.05TG10.29INV(11.88)TC11.45INV(11.41)FLS=0.01S=0.01S=0.01SUMP PUMP566666677788889101111N29°00'00"E 90.00'N29°00'00"E 90.00'N61°00'00"W 39.99' N61°00'00"W 39.99'3'12'3'69.84INV-IN1515S=0.01 15'5'10.51INV-IN12.12TG10.12INV7CONNECT TRENCH DRAIN TOSTORM DRAIN SYSTEMTHROUGH RISER PIPE1455555554'ESMT4' WIDE UTILITYEASEMENT3" GAS MAIN8" VCPSEWER MAIN6" CI WATERMAINEXISTING VCP SEWERLATERAL TO REMAIN3" GAS MAIN6" CI WATERMAINFACE OF PROP. BLDG WALLFF=12.47EXISTINGBUILDING(ADJACENTNEIGHBOR)P/L(11.85)FS11.95TG17.55TW12.10FSREMOVE AND REPLACEEXISTING WALL PERARCH. PLANSEXISTINGGROUND2.0%SECTION A-ASCALE: 1"=4'3'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EXFACE OF PROP. BLDG WALLFF=12.4712.22FS12.47TW(11.17)TWP/L2.0%EXTEND AND REINFORCEEXISTING SEAWALL PERSTRUCTURAL PLAN14.76TRSECTION B-BSCALE: 1"=4'EXISTINGGROUND3'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EX12.22FS11.26FG11.26FG2.0%12.12TGFACE OF PROP. BLDG WALL FF=12.47EXISTINGBUILDING(ADJACENTNEIGHBOR)P/LREMOVE AND REPLACEEXISTING WALL PERARCH. PLANS12.00TG12.22FS18.41TW(11.50)FSEXISTINGGROUNDSECTION C-CSCALE: 1"=4'2.0%3'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EX2C2GRADING PLAN PRECISE GRADING PLAN FOR GATES RESIDENCE 748 VIA LIDO NORD NEWPORT BEACH, CA 92663JOB NO.DATESHEET NO.REVISIONS22051NO. REVISION DATESHEET NO. OF 511/25/202228052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 info@civilscapes.com G:\Projects\22051 748 Via Lido Nord, NB\DWG\22051.GRADING.dwg 3-INCH PVC DOWNSPOUTDRAIN PIPE PER STORM DRAIN PLAN4-INCH ELBOW 1/4 BEND4-INCH PVC RISER WITHDOWNSPOUT INSIDE RISER PIPECLAMPS AROUND RISER PIPE (TYP)PROP. BUILDINGWALLDOWNSPOUT CONNECTION DETAILNO SCALE5LANDSCAPING OR PAVERS3" COVER MINIMUM4" DIA. PERFORATED PVC DRAIN PIPEW/ PERFORATIONS AT BOTTOM3/4" CRUSHED ROCKWRAP SIDES AND BOTTOM OFTRENCH WITH FILTER FABRIC; PROVIDE4" MINIMUM OVERLAP AT TOP OFTRENCHPERFORATED DRAIN PIPE AND TRENCHNO SCALE15CONSTRUCTION NOTESHARDSCAPE PER ARCHITECT'S PLAN.CONSTRUCT DRIVEWAY APRON PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 162.PLANTER AREA PER ARCHITECT'S PLAN.CONSTRUCT FLOWLINE PER DETAIL HEREON.CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL HEREON. OTHERWISE OUTLET TOHARDSCAPE IN DIRECTION OF FLOW.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL HEREON.FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL HEREON.FURNISH & INSTALL 4-INCH SDR-35 PVC STORM DRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIREDJOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILSREPORT.FURNISH & INSTALL 3-INCH SDR-35 PVC STORM DRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIREDJOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILSREPORT.CONSTRUCT SIDEWALK & PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH STANDARD DRAWINGSTD 184.1-1/2 INCH PVC FORCEMAIN; CONNECT TO PUMP DISCHARGE.IF EXISTING METER IS SUBSTANDARD, REMOVE AND REINSTALL 1-INCH WATER METER PER CITY OF NEWPORTBEACH STANDARD DRAWING STD 502. PROTECT SERVICE LINE FROM METER TO WATER MAIN. METER ANDSERVICE SIZE SHALL BE CONFIRMED BY MEP CONSULTANT.FIELD VERIFY LOCATION AND CONDITION OF EXISTING SEWER LATERAL TO SATISFACTION OF CITY ENGINEER.REMOVE EXISTING CLEANOUT AND PROVIDE NEW SEWER CLEANOUT WITH TRAFFIC RATED BOX PER CITY OFNEWPORT BEACH STANDARD DRAWING STD 406.4-INCH WIDE NDS TRENCH DRAIN W/ GREY PLASTIC GRATE.CONSTRUCT PERFORATED PIPE AND GRAVEL TRENCH PER DETAIL HEREON. LENGTH PER PLAN.CONSTRUCT CONCRETE STEMWALL PER STRUCTURAL PLAN AND PER DETAIL ON SHEET C3.12345678910111213141516TOP OF WALLFINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINTLEGENDINVERTTOP OF GRATEFINISHED FLOOR ELEVATIONTWFSFLFGGBHPINVTGFFTOP OF COPING OR TOP OF CURBTCGARAGE FINISHED FLOORGFFEXISTING GRADEEG EXISTING SPOT ELEVATION( )TOP OF RETAINING WALLTRWTOP OF SLOPETOPTOP OF RAILINGTRTOP OF STEMWALLTSHARDSCAPE PER ARCH. PLANALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN ALICENSED GENERAL ENGINEERING CONTRACTOR.***ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSEDGENERAL ENGINEERING CONTRACTOR.***********NATURAL GRADENGFL PERPLAN2% MIN.HARDSCAPE/LANDSCAPEPER PLAN2% MIN.FLOWLINE DETAILNO SCALE4PROPERTY LINE AND LIMIT-OF-WORKOREXISTING ELEVATION; CONTRACTOR SHALL FIELDVERIFY ELEVATIONS PRIOR TO CONSTRUCTIONAND REPORT ANY DISCREPANCIES TOCIVILSCAPES ENGINEERING102.6(102.6)PROPOSED WALLBUILDING STEMWALLNDS SPEE-D BASIN DETAILNO SCALE762% MIN3/4" CRUSHED ROCK OR APPROVEDEQUAL (REVIEW GEOTECHNICALRECOMMENDATIONS IN THE SOILSREPORT TO VERIFY)DRAIN PIPE PER PLANCOMPACTED BACKFILLPER GEOTECHNICALRECOMMENDATIONSCOMPACTED BEDDINGPER GEOTECHNICALRECOMMENDATIONSNATIVE OR RE-COMPACTED SUBGRADE4" MIN4" MIN4" MIN NDS #101 OR #201SPEE-D BASINOR APPROVEDEQUALNDS #66 - 6" DRAIN RISER PIPE (LENGTHAS REQUIRED) OR APPROVED EQUALVARIES 2% MINNDS ATRIUM OR FLAT GRATETG ELEVPER PLANINV ELEVPER PLANSLOPE PER PLANGRADING PLANSCALE: 1" = 8'STORM DRAIN PLANSCALE: 1" = 8'PA2022-0222 LOT 41VIA LIDO NORD℄LOT 39PROPOSED RESIDENCEFF=12.47VIA LIDO NORD N29°00'00"E 90.00'N29°00'00"E 90.00'N61°00'00"W 39.99' N61°00'00"W 39.99'3'12'3'4'ESMTFACE OF PROP. BLDG WALL FF=12.4712.15GFF11.98GFF11.94FS11.49FS(11.45)FLP/L0.83%8.7%SECTION D-DSCALE: 1"=4'EXISTINGGROUND3'±OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEERTEMPORARY 1:1 SLOPETO OVER-EX3C3CONSTRUCTION POLLUTION PREVENTION PLAN PRECISE GRADING PLAN FOR GATES RESIDENCE 748 VIA LIDO NORD NEWPORT BEACH, CA 92663JOB NO.DATESHEET NO.REVISIONS22051NO. REVISION DATESHEET NO. OF 511/25/202228052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 info@civilscapes.com G:\Projects\22051 748 Via Lido Nord, NB\DWG\22051.GRADING.dwg 1. CONTRACTOR SHALL PROVIDE ONSITE CONCRETE WASHOUT FACILITY AND COMPLY WITHCASQA BMP WM-8.2. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.3. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USINGAN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENTPRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENTTRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIARUNOFF, VEHICLE TRACKING, OR WIND.3. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUESSHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. NOTES:GRAVEL BAG DETAILNO SCALEAEROSION CONTROL CONSTRUCTION NOTESINSTALL GRAVEL BAG BARRIER PER CASQA SE-8 AND SE-6INLET PROTECTION PER DETAIL HEREONABAREA DRAIN INLET PROJECTIONNO SCALEBAAAABBBBBBBBBB6" MIN. WIDE PEDESTRAIN SAFE FRAME &GRATE 3/8" SLOT OPENING.EAST JORDANIRON WORKS OR EQUAL(800)874-4100#4 REBAR TOP & BOTTOMDIMENSIONS DETERMINED BYGRATE FRAME DIMENSIONS.USEFRAME AS A FORMCRUSHED ROCK W/FILTER CLOTHFILL THIS PORTION WITH CRUSHED ROCKAFTER POURING GRATE SUPPORT CURBELEVATIONSECTION E-EPLAN VIEWGRATEEEa- Dig a 24" wide x 18" minimum depth trenchb- Place filter cloth in the trench.Lap 12" @ topc- Form bottom of the trench with crushed rock.d- Form and pour perimeter concrete curbe- Fill the rest of the trench with crushed rock to 4" from top of trenchDETAIL EBOTTOMLESS TRENCH DRAINNO SCALE14FINISHED SURFACEFINISHED FLOORFINISHED GRADEFINISHED FLOOR* VERTICAL DISTANCE MAY BE REDUCED PROVIDED THAT WOODFRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ONEXTERIOR FOUNDATION WALLS ARE MADE OF NATURAL DURABLE ORPRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH 2019CALIFORNIA BUILDING CODE SECTION 2301.11 AND UPWA U1.**** CONSTRUCT STEM WALL AS NECESSARY TO PROVIDE MINIMUMSEPARATION DISTANCE BETWEEN WOOD SHEATHING AND SURFACEPER CBC SECTION 2301.11*****MINIMUM GRADE AWAY FROM FOUNDATION SHALL BE PERCALIFORNIA BUILDING CODE SECTION 1804.3. CONTRACTOR SHALLNOTIFY CIVILSCAPES ENGINEERING IF THERE ARE ANY CONFLICTS******STEMWALL/ ADJACENT GRADE DETAILNO SCALE16PA2022-0222 4C4GEOTECHNICAL NOTES PRECISE GRADING PLAN FOR GATES RESIDENCE 748 VIA LIDO NORD NEWPORT BEACH, CA 92663JOB NO.DATESHEET NO.REVISIONS22051NO. REVISION DATESHEET NO. OF 511/25/202228052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 info@civilscapes.com G:\Projects\22051 748 Via Lido Nord, NB\DWG\22051.GRADING.dwg PA2022-0222 5C5GEOTECHNICAL NOTES (CONTD.) PRECISE GRADING PLAN FOR GATES RESIDENCE 748 VIA LIDO NORD NEWPORT BEACH, CA 92663JOB NO.DATESHEET NO.REVISIONS22051NO. REVISION DATESHEET NO. OF 511/25/202228052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 92677 949.464.8115 info@civilscapes.com G:\Projects\22051 748 Via Lido Nord, NB\DWG\22051.GRADING.dwg PA2022-0222 REINFORCING THE EXISTINGSEAWALL/BULKHEAD LOCATED AT:748 VIA LIDO NORDNEWPORT BEACH, CA 92663JIM & ANGELA GATES748 VIA LIDO NORD-NEWPORT BEACH, CA 92663FOR CDP FOR CDPSW-0 PA2022-0222 N61°00'00"W 39.99'N29°00'00"E 90.00'N29°00'00"E 90.00'REINFORCING THE EXISTINGSEAWALL/BULKHEAD LOCATED AT:748 VIA LIDO NORDNEWPORT BEACH, CA 92663JIM & ANGELA GATES748 VIA LIDO NORD-NEWPORT BEACH, CA 92663FOR CDP FOR CDPSW-1 PA2022-0222 (* ) (* ) NOTE :REINFORCING THE EXISTINGSEAWALL/BULKHEAD LOCATED AT:748 VIA LIDO NORDNEWPORT BEACH, CA 92663JIM & ANGELA GATES748 VIA LIDO NORD-NEWPORT BEACH, CA 92663FOR CDP FOR CDPSW-2 PA2022-0222 PA2022-0222 PA2022-0222 PA2022-0222 PA2022-0222 PA2022-0222 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 12/08/22 3D VIEWSGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 A-1.0 TBD ELIZABETH HANNA 1 AXONOMETRIC - E 2 AXONOMETRIC - N 3 AXONOMETRIC - S 4 AXONOMETRIC - W NO. REVISION DATE PA2022-0222 UP DN A-4.0 A-4.0 A-4.03 A-4.0 1 4 2 2 A-5.1 2 A-5.1 2 19' - 6" 5S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"R.Y.S.B. 10' - 0" F.Y.S.B. 4' - 0"CLR.20' - 6 1/2"CLR. 24' - 1" 1 4 11 9 8 7 12 10 6 NOTE:PROVIDE MIN. (1) LAYERS OF 5/8" MOLD TOUGH VHI FIRECODE X TO INSIDE FACE OF ALL GARAGE WALLS 2-CAR GARAGE PANTRY W/C. ELEV. PWDR. KITCHEN LOUNGE GREAT ROOM DINING STAIRS FOYER ENTRY 6 5 4 1 2 BENCH 1 1 1 1 2 3 3 4 5 3 A-5.0 3 A-5.04' - 0"5' - 6"4' - 6"12' - 0" 6" STEP SLOPE PER CIVIL 12.47' F.F. TYP. 11" 1 A-5.2 1 A-5.2 1 A-5.1 1 A-5.1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 2 A-5.2 2 A-5.2 3 3 2 1 12 13 17 14 18 19 20 20 20 2% MIN.2% MIN.2% MIN. CLR. 3' - 6" 17 AD-1.0 19 AD-1.0 8 AD-1.0 12 AD-1.0 11 AD-1.0 13 AD-1.0 9 AD-1.0 9 AD-1.0 AD-1.0 24CLR.3' - 6"CLR. 3' - 6" 22 8 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. 8/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 8/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 12/AD-1.0 STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL DOORS -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC WINDOW -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 -SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. REFRIGERATOR (REF) / FREEZER (FRZ) -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER AND WATER SUPPLY AS REQUIRED BUILT-IN APPLIANCE / DISHWASHER (DW) / TRASH COMPACTOR (TR)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE CASEWORK, TALL CABINET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, BASE CABINET W/. COUNTERTOP -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER BUILT-IN CLOSET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) ELEVATOR -PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER –PROVIDE POWER AS REQ'D. (CRC 321.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CMC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 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 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-4.0 A-4.0 A-4.03 A-4.0 1 4 2 2 A-5.1 2 A-5.1 14 25 23 15 2021 2224 13 15 9 10 13 12 18 17 8 17 18 14 11 16 19 26 27 7 16 P. RETREAT PRIMARY BEDROOM P. W.I.C. LAUNDRY BUNK ROOM BATH #4 BEDROOM #3 BEDROOM #2 ELEV.BATH #2 PRIMARY BATH W/C. BATH #3 BALCONY P. BALCONY OPEN TO BELOW 6 FLAT ROOF PLANTER AREA 7 8 9 9 8 7 10 10 1 2 3 3 4 1 1 1 7 8 9 7 8 9 11 4 53 6 8 3 A-5.0 3 A-5.0S.Y.S.B.3' - 0"R.Y.S.B. 10' - 0"5' - 2"4' - 7"S.Y.S.B.3' - 0"F.Y.S.B. 4' - 0" 12' - 0" 2' - 10 5/8" 4 1/2" CLR. 30" MIN. 3' - 4 1/4" 1 A-5.2 1 A-5.2 1 A-5.1 1 A-5.1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 2 A-5.2 2 A-5.20.5:120.5:12 CLR. 3' - 6" TYP. 11" R @ 0' -7 19/32"17 14 CLR. 2' - 7" T.V. 15 2% MIN. 16 16 2% MIN.3' - 0"1' - 1"AD-1.0 24 21 AD-1.0 20 AD-1.0 10 AD-2.0 21 17 AD-1.0 17 AD-1.0 13 AD-3.0 TYP. AD-1.0 22 AD-1.0 22 AD-1.0 22 5' - 0"3' - 8"9 7 AD-1.0 6 AD-1.0 6 22 AD-1.0 22 8 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: KEYNOTESB ANNOTATION LEGENDA BRANDON ARCHITECTS 12/08/22 FIRST LEVEL & SECOND LEVEL FLOOR PLANGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 A-2.0 TBD ELIZABETH HANNA 1/4" = 1'-0"1 FIRST LEVEL FLOOR PLAN 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 REAR YARD SETBACK 5 1-1/2" MAX. STEP AT OUT SWING DOORS (R311.3.1) 6 WOOD TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 7 CUSTOM SHOWER SEAT PER I.D. 8 SHOWER - PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) 9 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION - COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 10 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. & MAX. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4 & 20/AD-1 11 BATHTUB - FREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 12 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 13 FIREPLACE - ISOKERN BVETTO MODULAR REFRACTORY PRECAST FIREPLACE, GAS ONLY, DIRECT VENT W/. SEALED COMBUSTION PER ICC ESR-4873 [REF. DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 14 INTERIOR GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4 & 17/AD-1 15 DOWNSPOUT - ALUM. W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 16 CHANNEL DRAIN W/ GRATE RECESS IN FRAMING, FLASH, CAULK & SEAL PER DECK MFGR. - ARCH. TO APPV. 17 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 18 GARAGE DOOR - RATED, 1-3/8" SOLID CORE, SELF-CLOSING AND SELF-LATCHING. REF. DOOR SCHEDULE 19 GARAGE DOOR - CUSTOM BUILT, REF. SCHED.- ARCH TO APPV. SHOP DWGS. PRIOR TO FAB. 20 DRAIN LINE - IN WALL/FROM DECK/ROOF ABV. PROVIDE DRAIN SWEEP(ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURING SLAB. VERIFY LOC'N. W/. SITE DRAINAGE & COORD. W/. CIVIL 21 SKYLIGHT - SIZE AS DIM. - 'SKYCO' ICC #ESR-3837 OR EQUIV. (REF. DTLS.) 22 RESIDENTIAL ELEVATOR - 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56" X 60" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 1/4" = 1'-0"2 SECOND LEVEL FLOOR PLAN NO. REVISION DATE PA2022-0222 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 EXT. POCKET DOOR WALL - TYP. 2X6 EXT. FRMG. AND 2X4 INTERIOR FRAMING 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 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-4.0 A-4.0 A-4.03 A-4.0 1 4 2 2 A-5.1 2 A-5.1 2-CAR GARAGE PANTRY W/C. ELEV. PWDR. KITCHEN LOUNGE GREAT ROOM DINING STAIRS FOYER ENTRY CLR.20' - 3 3/4"CLR. 24' - 1" 4' - 2 1/2"72' - 5 7/8"13' - 3 5/8" 12' - 0"12' - 9 1/2"47' - 8 3/8" 12' - 0"10' - 8 1/2"2' - 1"5' - 3 1/2"4' - 10"8' - 3 5/8"9' - 4 7/8"12' - 9 1/8" R.O. 5' - 7 5/8"1' - 5 5/8"3' - 0"33' - 3 7/8"3' - 8"11 1/4"R.O.31' - 6"10 3/4"3' - 1"33' - 2 3/8"3' - 8 1/2"3' - 5 3/8"6' - 7 3/8"23' - 1 5/8"2' - 6 7/8"R.O.18' - 0"2' - 6 7/8"3' - 1"3' - 6 1/2"1' - 6"1' - 8"3 3/8"4' - 2 1/2"72' - 5 7/8"13' - 3 5/8" 15' - 4 1/2"3' - 5 3/4"19' - 0 1/4"18' - 11 1/8"8' - 4 1/2"7' - 3 3/4" 15' - 4 1/2"1' - 11 3/4"1' - 6"2' - 3 1/8"16' - 9 1/8"1' - 4 5/8" R.O. 17' - 4"2 1/2"8' - 4 1/2"2 1/2" R.O. 5' - 7 5/8"1' - 5 5/8" 3 A-5.0 3 A-5.0 1 A-5.2 1 A-5.2 1 A-5.1 1 A-5.1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 2 A-5.2 2 A-5.2 SLAB DEPRESSION FOR DOOR SYSTEM -VERIFY W/G.C. & MFGR. & REF. STRUCT. DWGS 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 SLAB DEPRESSION FOR ELEVATOR - VERIFY W/G.C. & MFGR. & REF. STRUCT. DWGS 2% MIN.2% MIN.2% MIN.2' - 0 7/8"7' - 6 3/8"10 3/4"5' - 1 1/2"1' - 7 5/8"4' - 5 1/8"6' - 4 3/8"4' - 2 3/4"3' - 5 3/8"6' - 1 7/8"2' - 11 1/2"3' - 0 3/4"6' - 0 3/4"6' - 7 1/2"2' - 10 1/4"1' - 1 3/8"24' - 1 5/8"4' - 0 3/4"1' - 1"3' - 11 3/4"1' - 0"21' - 10 5/8"8' - 4 1/2"5' - 10 1/8" A-4.0 A-4.0 A-4.03 A-4.0 1 4 2 2 A-5.1 2 A-5.1 76' - 0 1/2" P. RETREAT PRIMARY BEDROOM P. W.I.C.LAUNDRY BUNK ROOM BATH #4 BEDROOM #3 BEDROOM #2 ELEV. BATH #2 PRIMARY BATH W/C. BATH #3 BALCONY P. BALCONY OPEN TO BELOW 3' - 11"76' - 0"10' - 1" 6' - 8"67' - 10"1' - 6" 6' - 8"6' - 0"4' - 6 1/4"5' - 9 5/8"6' - 3 1/8"8' - 5 1/4"3' - 7 1/2"4' - 9 5/8"6' - 3 1/8"7' - 0 3/4"1' - 10 5/8"10' - 10"2' - 4 1/8"1' - 6" 3' - 8 1/4"19' - 0 3/8"15' - 5 1/2"6' - 11"9' - 0 3/4"2' - 11 3/8"10' - 9 7/8"8' - 1 1/2" 3' - 8 1/4"2' - 4 3/8"7' - 10 3/8"6' - 9 5/8"2' - 0"7' - 8 3/4"7' - 8 3/4"3' - 10"3' - 1"6 1/8"8' - 0"2' - 11 3/8"2' - 1 5/8"8' - 8 1/4"8' - 1 1/2"3' - 0 1/2"33' - 10 7/8"3' - 0 1/2"6' - 2 3/4"17' - 7 3/8"10' - 0 3/4"5' - 0 3/8"5' - 0 3/8"3' - 3 3/4"11' - 0"3' - 3 3/4"5' - 10 1/4"4 1/2"34' - 5 3/8"7"33' - 2 7/8"7 1/2"7 1/2"8 1/8"15' - 11 1/8"0"2' - 4 7/8"1' - 4 7/8"R.O.10' - 0"3' - 5"3 A-5.0 3 A-5.0 1 A-5.2 1 A-5.2 1 A-5.1 1 A-5.1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 2 A-5.2 2 A-5.2 0.5:12 0.5:121 SLAB DEPRESSION FOR FIREPLACE - VERIFY W/G.C. & MFGR. & REF. STRUCT. DWGS SLAB DEPRESSION FOR SHOWER - VERIFY W/G.C. & MFGR. & REF. STRUCT. DWGS SLAB DEPRESSION FOR SHOWER - VERIFY W/G.C. & MFGR. & REF. STRUCT. DWGS SLAB DEPRESSION FOR SHOWER - VERIFY W/G.C. & MFGR. & REF. STRUCT. DWGS SLAB DEPRESSION FOR SHOWER - VERIFY W/G.C. & MFGR. & REF. STRUCT. DWGS SLAB DEPRESSION FOR DOOR SYSTEM -VERIFY W/G.C. & MFGR. & REF. STRUCT. DWGS SLAB DEPRESSION FOR DOOR SYSTEM -VERIFY W/G.C. & MFGR. & REF. STRUCT. DWGS 11 3/4"2' - 0 1/2"10' - 0 3/4"2' - 3 1/8"9' - 9 5/8"10' - 1 1/8"1' - 11 5/8"2' - 0"2' - 4 1/8"4' - 8 5/8"2' - 0"3' - 1 1/4"4' - 1 1/2"16' - 10 1/4" 9' - 3 1/2"11' - 2 1/8"5' - 1 3/4" 1' - 1 1/2"5' - 6 7/8" 9 3/8"6' - 1 1/2"9' - 2 1/4"3' - 11 1/2"4' - 7 5/8"2' - 4"3' - 4 3/8"1' - 11 1/8"6' - 9 5/8"1' - 8 5/8"4' - 6 1/8"7' - 5 3/8"1' - 10 5/8"2' - 2 1/8"1' - 6 1/8"4' - 1 1/8"2' - 2 5/8"11' - 11 1/2"4' - 0 3/4"10 1/4"2' - 1 3/4"2' - 6 3/4"10' - 1 1/4"2' - 1 7/8"7' - 0 7/8"2' - 3 1/8"1' - 9 5/8"1' - 11"4' - 6 3/4"7' - 11 3/8"5' - 8 3/4"13' - 8 1/8"2' - 9 3/8"1' - 9 3/8"11 1/8"11' - 11 1/2"2' - 2 7/8"7"6 5/8" 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 12/08/22 FIRST LEVEL & SECOND LEVEL DIMENSION PLANGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 A-2.1 TBD ELIZABETH HANNA 1/4" = 1'-0"1 FIRST LEVEL DIMENSION PLAN 1/4" = 1'-0"2 SECOND LEVEL DIMENSION PLAN NO. REVISION DATE PA2022-0222 DIMENSION NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES VENTING NOTES: 1. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW UNLESS THEY MEET THE REQUIREMENT OF SECTION R806.5 FOR UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. VENTILATION OPENING SHALL HAVE THE LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX OTHERWISE THE OPENING SHALL HAVE THE CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVE A LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX. OPENING IN ROOF FRAMING MEMBERS SHALL BE PER THE REQUIREMENT OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. (R806.1) 2. THE MINIMUM NET FREE VENTILATING AREA SHOULD BE 1/150 OF THE AREA OF THE VENTED SPACE, EXCEPT 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 2 A-5.1 2 A-5.1 20 SEE SECOND LEVEL FLOOR PLANSEE SECOND LEVEL FLOOR PLAN1 1 15:125:125:12 5:12 FLAT ROOF 2% SLOPE MIN. FLAT ROOF 2 2 3 3 3 4 4 5 5 5 5 6 7 7 8 35.89' 35.93' 38.93' 38.93'12' - 7 1/4"1/4"F.O.F. 26' - 1 1/4"5 3/4"F.O.F.2' - 6 3/4"5 3/4"F.O.F.2' - 6 3/4"2 1/4"5 3/4" F.O.F. 17' - 7 3/4"F.O.F.2' - 6 3/4"5 1/4"F.O.F. 10' - 0 3/4"5 1/4" F.O.F. 7' - 1"5 3/4" 3 A-5.0 3 A-5.0 99 5:12 5:12 5:125:126:12 2 % SL OPE MI N. 35.93' 10 10 10 10 10 10 10 2% SLOPE MIN.1 A-5.2 1 A-5.2 1 A-5.1 1 A-5.1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 2 A-5.2 2 A-5.2 35.89' 35.87' 35.87' 35.93' 35.93' 35.93' 35.93' 35.93'6:12 6:125:125:125:12 5:125:125:125:12 0.5:12 0.5:1211F.O.F.8' - 9 1/2"11 3/4"F.O.F.2' - 6 3/4"5 1/4"3/4"3/4" F.O.F. 9' - 11 1/4" 11 0.24:120.12:125 3/4" F.O.F. 11' - 0 3/4" 3 3 12 12 12 12 120.25:122' - 10 1/8"3' - 1" 1102 S.F. ATTIC SPACE 13 13 13 AD-1.0 6 7 AD-2.0 14 8 AD-2.0 8 AD-2.0 9 AD-2.0 9 AD-2.0 8 AD-2.0 8 AD-2.0 8 AD-2.0 8 AD-2.0 9 AD-2.0 15 AD-2.0 15 AD-2.0 10 AD-2.0 9 AD-2.0 5:126:12 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 12/08/22 ROOF PLANGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 A-3.0 TBD ELIZABETH HANNA 1 STANDING SEAM METAL 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 GUTTER - ALUM. W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 4 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. & MAX. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4 & 20/AD-1 5 PROPERTY LINE 6 FRONT YARD SETBACK 7 SIDE YARD SETBACK 8 REAR YARD SETBACK 9 A/C. CONDENSER UNIT PROVIDE WOOD SCREEN AS NEEDED TO SHIELD FROM VIEW) - SIZE PER T24 - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. HOA NOTE: A/C UNITS MUST NOT BE VISIBLE FROM STREET OR PUBLIC WALKWAY 10 SLATE TILE ROOFING; COLOR AS SEL. REF. MAT. SCHEDULE SHT. A-4.0; REF. DTL. 2/A-3.0 11 CUSTOM RECESSED GUTTER/ROOF DRAIN - ROOFING CONTRACTOR COORD. W/. FLASHING INSTALLER - VERIFY SIZE, LOC'N & APPLICATION OF DRAIN W/. ARCH PRIOR TO ORDERING 12 OUTLINE OF STRUCTURE/WALLS BELOW 13 SOLAR PANEL LOCATION, UNDER SEP. PERMIT 14 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0 1/4" = 1'-0"1 ARCHITECTURAL ROOF PLAN NO. REVISION DATE PA2022-0222 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:EUROLINE STEEL WINDOWS & DOORS PRODUCT: CUSTOM STEEL ADDRESS: 22600 SAVI RANCH PARKWAY, YORBA LINDA, CA 92887 PHONE: 714.617.9191 WEB: WWW.EUROLINESTEELWINDOWS.COM STONE VENEER: PRODUCT: STONE VENEER, SANDSTONE, 10" -12" COURSING SUPPLIER: SANDRINE SCOTT COMMODITIES COLOR: NATURAL, LIGHT GRAY APPLICATION: TBD, ARCH TO APPV., THICKNESS: 1.5" NOMINAL WEIGHT: MAX 15 PSF ADDRESS: 106 WEST CANADA, SAN CLEMENTE, CA PHONE: 949-366-0500 WOOD SIDING: PRODUCT: WOOD SIDING (HORIZONTAL, CEMENT BASED) MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. SUPPLIER: N/A CODE: ESR-2290, INSTALL PER REPORT AND MFGR. INSTRUCTIONS COLOR: PAINTED -ARCTIC WHITE APPLICATION: ARTISAN LAP SIDING 4" (SMOOTH) W/. MITERED CORNER WEIGHT: LESS THAN 15 PSF ADDRESS: 10901 ELM AVE, FONTANA, CA 92337 PHONE: 888-542-7343 WEB: WWW.JAMESHARDIE.COM ROOFING: PRODUCT: SLATE, NATURAL STONE, CLASS: "A" ASSEMBLY SUPPLIER: TBD. COLOR: DARK GRAY MIX, TO BE APPROVED BY ARCH. & OWNER APPLICATION: CLOSED VALLEY W/ MITERED HIP CUTS, 16 GAUGE COPPER FLASHING WEIGHT: <10 LBS./S.F. CODE: CLASS 'A' ASSEMBLY PRODUCT: STANDING SEAM METAL -KYNAR FINISH MANUFACTURER: CUSTOM-BILT METALS SUPPLIER: N/A CODE: ESR-2048 COLOR: SLATE GRAY, TO BE APPROVED BY ARCH. & OWNER APPLICATION: APPLICATION: USE CONTINUOUS 16" PANS -VERIFY W/ ARCH. SIZE & LOC'N. OF SEAMS (NO TRANSVERSE SEAMS) WEIGHT: APPX. 2 PSF ADDRESS: 15133 SIERRA BONITA LANE, CHINO, CA 91710 PHONE: 909-664-1587 WEB: WWW.CUSTOMBILTMETALS.COM GUTTERS: MATERIAL: METAL -ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER:RANCH HOUSE DOORS WEB:WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR:TUFFLEX POLYMERS ADDRESS:10880 POPLAR AVE., FONTANA, CA PHONE: 909.349.2016 WEB:WWW.TUFFLEXPOLYMERS.COM CODE:ICC # ESR-2505 FLASHING & WEATHERSTRIPPING PROVIDE CORROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING, MIN. 24 GUAGE COPPER (16 OZ.) SHEETS U.N.O. IN CRC OR MFGR. INSTALLATION GUIDELINES. ALL METAL IN CONTACTS TO BE OF SIMILAR TYPE TO AVOID GALVANIC CORROSION. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. FIRST LEVEL F.F. 12.47' SECOND LEVEL F.F. 23.24' ROOF PLATE 31.81' SECOND LEVEL FLOOR PLATE 22.03' MAX. HT. 40.61' FIRST LEVEL T.O.S. 12.34' SECOND LEVEL T.O.S. 23.11' HOA AVG, CURB HT. 11.96' HOA MAX HEIGHT 35.96' HOA AVG. ROOF HT. (22') 33.96'4' - 1 3/4"8' - 6 7/8"1 1/2"1' - 1"9' - 8 1/4"8' - 8 3/8"10' - 9 1/4"23' - 7 3/8"23' - 7 3/8"4' - 1 3/4"8' - 6 7/8"1 1/2"1' - 1"9' - 8 1/4"8' - 8 3/8"10' - 9 1/4"54 14 6 7 1 23 3 4 4 5 6 P.L.P.L. 3 A-5.0 MAX.2' - 0"MAX.1' - 0"MAX.2' - 0"MAX.1' - 0"1313 1 A-5.2 1 A-5.1 2% MIN. 14.81' 38.93'HD. HT.8' - 0"HD. HT.8' - 0"HD. HT.8' - 9"16 17 17 8 AD-2.0 9 AD-2.0 15 AD-2.0 21 AD-1.0 8 AD-3.0 TYP. 9 AD-3.0 TYP. 20 21 22 FIRST LEVEL F.F. 12.47' SECOND LEVEL F.F. 23.24' SECOND LEVEL F.F. 23.24' ROOF PLATE 31.81' ROOF PLATE 31.81' FIRST LEVEL FLOOR PLATE 11.26' SECOND LEVEL FLOOR PLATE 22.03' SECOND LEVEL FLOOR PLATE 22.03' 2 A-5.1 MAX. HT. 40.61' MAX. HT. 40.61' GRADE PLANE 11.61' GRADE PLANE 11.61' FIRST LEVEL T.O.S. 12.34' SECOND LEVEL T.O.S. 23.11' SECOND LEVEL T.O.S. 23.11' GARAGE LEVEL F.F. 11.97' GARAGE LEVEL T.O.S. 11.85' HOA AVG, CURB HT. 11.96'HOA AVG, CURB HT. 11.96' HOA MAX HEIGHT 35.96'HOA MAX HEIGHT 35.96' HOA AVG. ROOF HT. (22') 33.96' HOA AVG. ROOF HT. (22') 33.96' 151312 17 14 6 16 6542 311 SILL HT.3' - 0"SILL HT.3' - 8"HD. HT.8' - 2"SILL HT.3' - 8"HD. HT.8' - 2"SILL HT.3' - 6"HD. HT.8' - 0"SILL HT.3' - 0"HD. HT.8' - 0"SILL HT.3' - 0"HD. HT.8' - 0"SILL HT.4' - 6"HD. HT.8' - 0"SILL HT.3' - 0"HD. HT.8' - 0"HD. HT.8' - 0"SILL HT.3' - 0"SILL HT.3' - 6"HD. HT.7' - 6"12 4 4 6"9' - 6 3/4"1' - 1"1 1/2"8' - 6 7/8"4' - 1 3/4"10' - 9 1/4"8' - 8 3/8"P.L. 35.93'35.89'35.87'MAX.2' - 0"MAX.1' - 0"MAX.2' - 0"MAX.1' - 0"29' - 0"24' - 0"13 13 1 A-5.0 2 A-5.0 2 A-5.2 ABV. F.F.42" MIN.14 10 15 15 15 0.23:12 5:125:12 19 3 AD-3.0 TYP. 9 AD-3.0 TYP. 2 20 20 2020 20 8 AD-2.0 9 AD-2.0 2 AD-3.0 TYP. SECOND LEVEL F.F. 23.24' ROOF PLATE 31.81' SECOND LEVEL FLOOR PLATE 22.03' MAX. HT. 40.61' GRADE PLANE 11.61' SECOND LEVEL T.O.S. 23.11' GARAGE LEVEL F.F. 11.97' GARAGE LEVEL T.O.S. 11.85' HOA AVG, CURB HT. 11.96' HOA MAX HEIGHT 35.96' HOA AVG. ROOF HT. (22') 33.96' 35.93' 7 9 18 27 SILL HT.3' - 6"HD. HT.7' - 6"SILL HT.1' - 6"HD. HT.7' - 6"8 9 3 10 3 18.30' 5:12 P.L.P.L. 3 A-5.0 MAX.1' - 0"MAX.2' - 0"MAX.1' - 0"MAX.2' - 0"29' - 0"24' - 0"8' - 6 7/8"1 1/2"1' - 1"10' - 0 3/4"13 13 1 A-5.2 1 A-5.1 1 2 10 14 16 35.87' 38.93'38.93'HD. HT.8' - 0"15.21' 20 AD-1.0 9 AD-2.0 2 AD-3.0 TYP. 3 AD-3.0 TYP. 13 AD-3.0 TYP. 8 AD-2.0 20 20 3 20 16 FIRST LEVEL F.F. 12.47' FIRST LEVEL F.F. 12.47' SECOND LEVEL F.F. 23.24' SECOND LEVEL F.F. 23.24' ROOF PLATE 31.81' ROOF PLATE 31.81' SECOND LEVEL FLOOR PLATE 22.03' SECOND LEVEL FLOOR PLATE 22.03' 2 A-5.1 MAX. HT. 40.61' MAX. HT. 40.61' MAX. FLAT 35.61' MAX. FLAT 35.61' GRADE PLANE 11.61' GRADE PLANE 11.61' FIRST LEVEL T.O.S. 12.34' FIRST LEVEL T.O.S. 12.34' SECOND LEVEL T.O.S. 23.11' SECOND LEVEL T.O.S. 23.11' HOA AVG, CURB HT. 11.96' HOA AVG, CURB HT. 11.96' HOA MAX HEIGHT 35.96' HOA MAX HEIGHT 35.96' HOA AVG. ROOF HT. (22') 33.96' HOA AVG. ROOF HT. (22') 33.96' 2 10 8 19 11 7 1 64 35.89' HT. CERT. REQ'D.35.93' HT. CERT. REQ'D. 38.93'38.93' 7 3 3 4 4 8' - 6 7/8"1' - 2 1/2"9' - 6 3/4"1 1/2"SILL HT.10' - 0 1/4"HD. HT.15' - 0 1/4"HD. HT.20' - 0 1/4"SILL HT.3' - 6"HD. HT.7' - 6"SILL HT.3' - 6"HD. HT.7' - 6"SILL HT.4' - 6"5 :1 2 5:12 6:12 P.L.29' - 0"13 1333.96' 1 A-5.0 2 A-5.0 2 A-5.2 MAX.1' - 0"MAX.2' - 0"MAX.1' - 0"MAX.2' - 0"24' - 0"1 3 3HD. HT.9' - 0"SILL HT.3' - 0"HD. HT.8' - 0"HD. HT.8' - 0"HD. HT.9' - 0"HD. HT.9' - 0 1/8"5ABV. F.F.42" MIN.14 15 15 15 HD. HT.8' - 0"2% MIN. 6:12 SILL HT. @ STAIR LANDING5 1/2"18 18 3 8 AD-2.0 9 AD-2.0 7 AD-2.0 8 AD-2.0 F.V. 8' - 0" F.V. 5' - 7 5/8" F.V. 5' - 9" 12 AD-1.0 2 AD-3.0 TYP. 3 AD-3.0 TYP. 22 20 20 2 2 3 23 23 16 24 20 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 12/08/22 EXTERIOR ELEVATIONSGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 A-4.0 TBD ELIZABETH HANNA 1 DECO. GABLE VENT - PAINT TO MATCH EXT. 2 WOOD PANEL SIDING - EXT. GRADE MDX, PAINT AS SEL., REF. MATERIAL SCHEDULE SHT. A-4.0 3 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0 4 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) 5 DECO. 'BELLYBAND' - EXT. PAINT GRADE, SMOOTH FINISH, ARCH. TO APPROVE PROFILE 6 GUTTER - ALUM. W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 7 STANDING SEAM METAL ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 8 EXPOSED STEEL BEAM SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. - COORDINATE W/. INTERIOR. 9 EXPOSED STEEL COLUMN SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. 10 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 11 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 12 WOOD TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 13 SLATE TILE ROOFING; COLOR AS SEL. REF. MAT. SCHEDULE SHT. A-4.0; REF. DTL. 2/A-3.0 14 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. & MAX. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4 & 20/AD-1 15 WALL MOUNTED LIGHT FIXTURE, SCONCE 16 STEEL TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 17 ACM PANEL - MATCH DOOR/WINDOW FRAME. ARCH. TO APPV. REF. MAT. SCHEDULE A-4.0 18 A/C. CONDENSER UNIT PROVIDE WOOD SCREEN AS NEEDED TO SHIELD FROM VIEW) - SIZE PER T24 - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. HOA NOTE: A/C UNITS MUST NOT BE VISIBLE FROM STREET OR PUBLIC WALKWAY 19 SOLAR PANEL LOCATION, UNDER SEP. PERMIT 20 CLAPBOARD SIDING, REVEAL AS SEL., PRIMED, CAULKED & SEALED, PAINT TO MATCH, ARCH. TO APPV. REF. MAT. SCHEDULE A-4.0 21 DOWNSPOUT - ALUM. W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 22 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4 & 21/AD-1 23 STRUCT. STEEL COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. 24 ACM FASCIA, TO MATCH - ARCH. TO APPV. PROFILE 1/4" = 1'-0"3 EAST ELEVATION 1/4" = 1'-0"4 NORTH ELEVATION 1/4" = 1'-0"2 WEST ELEVATION 1/4" = 1'-0"1 SOUTH ELEVATION NO. REVISION DATE PA2022-0222 EXTERIOR WALL: 2 x 4 CONST.:R-13 MIN. 2 x 6 CONST. OR LARGER:R-20 MIN. RAISED FLOOR:R-30 MIN. ROOF:R-30 NOTES: 1. REF. T-24 REPORT FOR MORE INFORMATION 2. PROVIDE BID FOR INSULATION OF ENTIRE HOME *TOTAL R-VALUE INCLUDING THE RIDGID AND SPRAYED AIR-IMPERMEABLE INSULATION WHERE OCCURS FOR UNVENTED ASSEMBLY **ALWAYS CHECK THIS INSULATION SCHEDULE FOR CONFORMANCE WITH THE TITLE 24 REPORT** 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 LEVEL F.F. 12.47' SECOND LEVEL F.F. 23.24' SECOND LEVEL F.F. 23.24' ROOF PLATE 31.81' ROOF PLATE 31.81' FIRST LEVEL FLOOR PLATE 11.26' SECOND LEVEL FLOOR PLATE 22.03'SECOND LEVEL FLOOR PLATE 22.03' 2 A-5.1 MAX. HT. 40.61' MAX. HT. 40.61' MAX. FLAT 35.61' MAX. FLAT 35.61' FIRST LEVEL T.O.S. 12.34' SECOND LEVEL T.O.S. 23.11' SECOND LEVEL T.O.S. 23.11' GARAGE LEVEL F.F. 11.97' GARAGE LEVEL T.O.S. 11.85' HOA AVG, CURB HT. 11.96' HOA AVG, CURB HT. 11.96' HOA MAX HEIGHT 35.96' HOA MAX HEIGHT 35.96' HOA AVG. ROOF HT. (22') 33.96' HOA AVG. ROOF HT. (22') 33.96' GREAT ROOMDINING FOYER ENTRY P. RETREATPRIMARY BATH P. BALCONY STAIRS 24' - 0"8' - 6 7/8"1 1/2"1' - 1"9' - 6 3/4"1 1/2"10' - 9 1/4"23' - 11 7/8"8' - 6 7/8"1 1/2"1' - 1"10' - 0 3/4"11' - 3 1/4"5 :1 2 5:12 6:12 7 8 5 4 2 61917 1 A-5.0 2 A-5.0 2 A-5.2 0.5:12 8 835.89'35.93'35.93' 38.93' 35.93' 32.04' 14 HD. HT. 8' - 0"9' - 7 7/8"8' - 9"9' - 2"1 2 9 ABV. F.F.42" MIN.9 10 11 1 1 12 2 9' - 6"8' - 6"8' - 6"11' - 0 7/8"5 10 7 10 35.93'12 MAX.1' - 0"MAX.2' - 0"6 :1 2 13 13 P.L.CLR.9' - 2 1/8"6 16 TYP.7 5/8"TYP. 1' - 0" 17 R @ 0' -7 19/32"17 OVERHANG 3' - 2 5/8" AD-1.0 21 AD-2.0 8 AD-2.0 8 27 AD-2.0 10 AD-1.0 19 17 AD-1.0 FIRST LEVEL F.F. 12.47' SECOND LEVEL F.F. 23.24' ROOF PLATE 31.81' SECOND LEVEL FLOOR PLATE 22.03' MAX. HT. 40.61' MAX. FLAT 35.61' FIRST LEVEL T.O.S. 12.34' SECOND LEVEL T.O.S. 23.11' HOA AVG, CURB HT. 11.96' HOA MAX HEIGHT 35.96' HOA AVG. ROOF HT. (22') 33.96' 3 A-5.0 1 A-5.2 1 A-5.1 23 9 8 12 16 16 2-CAR GARAGE FOYER BEDROOM #3 BATH #2 38' - 6"8' - 6"8' - 2 3/8"10' - 0"9' - 10 1/2"ATTIC SPACE ATTIC SPACE SILL HT.1' - 6"HD. HT.7' - 6"11 38.93'38.93' 35.93'35.89'22 3 4 4 3 5 R @ 0' -7 19/32"17 P.L. P.L. 5:12 0.5:12 2% MIN. 2% MIN.4' - 1 3/4"8' - 6 7/8"1' - 2 1/2"9' - 8 1/4"12' - 6"10' - 9 1/4"4' - 1 3/4"8' - 8 3/8"1' - 1"9' - 8 1/4"8' - 8 3/8"10' - 9 1/4"MAX.1' - 0"MAX.2' - 0"MAX.2' - 0"MAX.1' - 0"15 14 5 :1 2 26 OVERHANG 2' - 2 3/8" 18 AD-1.0 17 19 AD-1.0 SLOPE PER CIVIL AD-2.0 8 AD-2.0 9 FIRST LEVEL F.F. 12.47' SECOND LEVEL F.F. 23.24' ROOF PLATE 31.81' SECOND LEVEL FLOOR PLATE 22.03' MAX. HT. 40.61' MAX. FLAT 35.61' FIRST LEVEL T.O.S. 12.34' SECOND LEVEL T.O.S. 23.11' HOA AVG, CURB HT. 11.96' HOA MAX HEIGHT 35.96' HOA AVG. ROOF HT. (22') 33.96' 3 A-5.0 1 A-5.2 1 A-5.1 8' - 8 3/8"10' - 9 1/4"35.93'35.93'35.87' 1 11 25 15 13 9 KITCHENDINING STAIRS BUNK ROOM R @ 0' -7 19/32"17 6 8' - 9"8' - 6"8' - 6"8' - 0"P.L. P.L. 5 :1 2 5:12 2% MIN.2% MIN. 1 1 ATTIC SPACE 3 4 4 3 7 4' - 1 3/4"8' - 8 3/8"1' - 1"9' - 8 1/4"8' - 8 3/8"10' - 9 1/4"14 15 15 2' - 8 1/2"17 AD-1.0 19 AD-1.0 18 OVERHANG 7 1/2" 1920 212122 23 24 25 TYP.7 5/8"AD-2.0 8AD-2.0 9 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 12/08/22 BUILDING SECTIONSGATES RESIDENCEJIM AND ANGELA GATES 748 VIA LIDO NORD NEWPORT BEACH, CA 92663 CNB -FIRST CHECK 748 VIA LIDO NORD, NEWPORT BEACH, CA 92663 A-5.0 TBD ELIZABETH HANNA 1 SLATE TILE ROOFING; COLOR AS SEL. REF. MAT. SCHEDULE SHT. A-4.0; REF. DTL. 2/A-3.0 2 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0 3 GUTTER - ALUM. W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 4 DOWNSPOUT - ALUM. W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 5 CUSTOM RECESSED GUTTER/ROOF DRAIN - ROOFING CONTRACTOR COORD. W/. FLASHING INSTALLER - VERIFY SIZE, LOC'N & APPLICATION OF DRAIN W/. ARCH PRIOR TO ORDERING 6 INTERIOR GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4 & 17/AD-1 7 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 8 A/C. CONDENSER UNIT PROVIDE WOOD SCREEN AS NEEDED TO SHIELD FROM VIEW) - SIZE PER T24 - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. HOA NOTE: A/C UNITS MUST NOT BE VISIBLE FROM STREET OR PUBLIC WALKWAY 9 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. & MAX. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4 & 20/AD-1 10 WALL MOUNTED LIGHT FIXTURE, SCONCE 11 WOOD TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 12 SKYLIGHT - SIZE AS DIM. - 'SKYCO' ICC #ESR-3837 OR EQUIV. (REF. DTLS.) 13 STEEL TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 14 FLOOR JOISTS - REF. STRUCT. 15 ROOF RAFTERS - REF. STRUCT. 16 INTERIOR STAIR MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. 4/AD-1 17 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 18 CONCRETE SLAB ON GRADE - REF. STRUCT. 19 FREEZER - VERIFY APPLIANCE W/. OWNER 20 REFRIGERATOR - VERIFY APPLIANCE W/. OWNER 21 WINE FRIDGE - VERIFY APPLIANCE W/. OWNER 22 UPPER CABINET - BUILT-IN, FINISH AS SEL. 23 MICROWAVE OVEN- VERIFY APPLIANCE W/. OWNER 24 FURNISHINGS - AS SELECTED 25 CEILING FRAMING - REF. STRUCT. 26 CLAPBOARD SIDING, REVEAL AS SEL., PRIMED, CAULKED & SEALED, PAINT TO MATCH, ARCH. TO APPV. REF. MAT. SCHEDULE A-4.0 27 CLAPBOARD SIDING, REVEAL AS SEL., PRIMED, CAULKED & SEALED, PAINT TO MATCH, ARCH. TO APPV. REF. MAT. SCHEDULE A-4.0 1/4" = 1'-0"3 LONGITUDINAL SECTION - STAIRS 1/4" = 1'-0"1 TRANSVERSE SECTION - GARAGE 1/4" = 1'-0"2 TRANSVERSE SECTION - KITCHEN NO. REVISION DATE PA2022-0222