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Home My WebLink About20210128_Plans_30x42BRANDON ARCHITECTS DATE T-1.0 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCETITLE SHEET 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. 7 1 SHEET LIST5SITE INFORMATION 4 AGENCIES & SERVICES 908 W. OCEANFRONT, NEWPORT BEACH CA 92661 HARVEY RESIDENCE 9 DEFERRED SUBMITTALS 8 SPECIAL INSPECTIONS 2 PROJECT DIRECTORY 3 CODE INFORMATION 6 SHORING & EXCAVATION PROJECT STATISTICS VICINITY MAP 11 PROJECT DESCRIPTION 10 BRANDON ARCHITECTS, INC.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 SEPARATE SUBMITTAL (FOR H.O.A. PURPOSES). 2.POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 3.SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50DBA (55DBA WITH TIMER, 65DBA WITH TIMER AND NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 4.FIRE SPRINKLERS REQUIRED, CONTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 5.A NOTICE OF INTENT TO DEMOLISH SHALL BE SENT VIA CERTIFIED MAIL TO ADJACENT PROPERTY OWNER(S). SIGNED RETURN 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. NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. C.N.B. NOTE: BRANDON ARCHITECTS, INC. IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 15.02.010) CODES NBMC (NEWPORT BEACH MUNICIPAL CODE CODES: 2019 CRC, 2019 CFC, 2019 CEC, AND 2019 CMC CAL GREEN OCCUPANT LOAD 1 UNIT OCCUPANCY CLASSIFICATION R-3/U OCCUPANCY SEPARATION (GARAGE) 1-HR FLOOR & FLOOR-CEILING N/A TYPE OF CONSTRUCTION VB - SPRK'R FIRE SPRINKLER YES HEIGHT 3 LEVELS FLOOR AREA REF.7/T-1.0 ALLOWABLE BLDG. AREA (PER CBC TBL.503) N/A 1.REF. STRUCT. SHTS. FOR SPECIAL INSPECTION BY ENGINEER OF RECORD 2.HERS VERIFICATION REQUIRED, REF. T-24 ENERGY CALCULATIONS 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 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 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 LEGAL DESCRIPTION APN: 047 281 15 LOT 3, BLOCK 9 TRM_00234 MM_013_36-37 LOT INFORMATION ZONED: R-1 SITE AREA: 3,652 SF BUILDABLE AREA: 2,825 SF TOTAL ALLOWABLE AREA: 2,824 X S.F. = 5,648 SF REQ'D. OPEN VOLUME: 2,824 X .15 = 423 SF MAX. THIRD FLOOR ALLOWABLE: 2,824 X .15 = 423 SF OPEN VOLUME PROVIDED: 439 SF EXISTING BUILDING INFORMATION EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED EXISTING S.F. 3,321 S.F.(3 BEDS. TTL.) ZONING INFORMATION FRONT SETBACK: 8 FT. REAR SETBACK: 0 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. BUILDABLE AREA: 2824 S.F. THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA AT W OCEANFRONT, FACING THE PACIFIC OCEAN. THE LOT IS APPROXIMATELY 40’ WIDE BY 90’ DEEP, IT IS ZONED RS-D (SINGLE UNIT RESIDENTIAL) AND IS APPROXIMATELY 3,652 S.F. THE PROPERTY INCLUDES AN EXISTING RESIDENCE AND GARAGE. CLIENT PROPOSES TO BUILD A NEW 3 STORY SINGLE FAMILY RESIDENCE OF APPX. 4,600 S.F. INCLUDING AN ATTACHED 3 CAR GARAGE OF APPX. 685 S.F. THE PROJECT WILL BE OF A CONTEMPORARY DESIGN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN ‘OPEN’ LIVING PLAN WHICH MAXIMIZES THE OCEAN VIEWS FROM LIVING SPACES AS WELL AS OUTDOOR PATIO, BALCONY, AND VIEW DECK. THE EXTERIOR WILL BE PRIMARILY STUCCO SIDING AND METAL ROOFING, WITH ACCENTS OF WOOD, STONE AND METAL. THE HOUSE WILL HAVE APPROXIMATELY 5 BEDROOMS, 4.5 BATHROOMS. THE FIRST FLOOR CONTAINS GENEROUS LIVING SPACE, KITCHEN AND DINING AREA THAT ORIENTED TOWARD THE OCEAN VIEW. THE SECOND LEVEL CONSISTS OF THE MASTER BEDROOM & BATH, 4 BEDROOMS, 4 BATHROOMS AND LAUNDRY. A BONUS ROOM AND A HALF BATH BATHROOM ALONG WITH THE COVERED CABANA AND VIEW DECK ARE LOCATED ON THE THIRD LEVEL. TRUE NORTH PROJECT NORTH OWNER 908 NB PROPERTY MANAGEMENT LLC DEREK & MEGAN HARVEY 3717 EUCLID AVE. DALLAS, TX 75205 P: 214.502.1539 CIVIL ENGINEER FORKERT ENGINEERING & SURVERYING, INC. THOMAS M. RUIZ, P.E. 2231 BROOKURST ST., SUITE 203 HUNTINGTON BEACH, CA 92646 P: 714.963.6793 LANDSCAPE DESIGNER TBD ARCHITECT BRANDON ARCHITECTS, INC. CHRISTOPHER BRANDON, AIA PRINCIPAL 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 P:714.754.4040 WWW.BRANDONARCHITECTS.COM STRUCTURAL ENGINEER FMH ENGINEERING, INC. FADY HAKIM, PE 410 GODDARD SUITE 200 IRVINE, CA 92618 P: 949.245.8000 WWW.FMHENGINEERING.COM INTERIOR DESIGNER BLACKBNAD DESIGN MARKY MEEK 3198 AIRPORT LOOP STUDIO E COSTA MESA, CA 92626 T. 949.872.2234 F. 949.872.2747 WWW.BLACKBANDDESIGN.COM ENERGY CONSULTANT TBD GENERAL CONTRACTOR TBD SURVEYOR APEX LAND SURVEYING, INC. PAUL CRAFT, LIC. NO. 8516 HUNTINGTON BEACH, CA 92646 P: 714.488.5006 F: 714.333.4440 GEOTECHNICAL ENGINEER DAVID WORTHINGTON CEG 2124 EGA CONSULTANTS, LLC. 375-C MONTE VISTA AVE. COSTA MESA, CA 92627 P: 949.542.9309 F: 949.642.1290 PROJECT NO. BA065.1 TITLE SHEET & GENERAL NOTES SUR GRADING/CIVIL DRAWINGS ARCHITECTURAL SITE PLANS 3D VIEWS PLANS ROOF PLAN EXTERIOR ELEVATIONS STRUCTURAL DRAWINGS T-1.0 T-1.1 T-1.2 SUR C2 C4 A-0.0 A-0.2 A-1.0 A-2.1 A-2.2 A-2.3 A-2.4 A-3.0 A-4.0 S-1 D-1 TITLE SHEET ARCHITECTURAL GENERAL NOTES SUPPLEMENTAL DOCUMENTS & NOTES TOPOGRAPHIC SURVEY PRECISE GRADING PLAN EROSION CONTROL PLAN ARCHITECTURAL SITE PLAN AREA PLANS 3D VIEWS FIRST & SECOND LEVEL FLOOR PLAN THIRD LEVEL FLOOR PLAN FIRST & SECOND LEVEL DIMENSION PLAN THIRD LEVEL DIMENSION PLAN ROOF PLAN EXTERIOR ELEVATIONS FOUNDATION PLAN FOUNDATION DETAILS BUILDING AREA LIVING GARAGE FIRST FLOOR SECOND FLOOR THIRD FLOOR 3-CAR GARAGE 1,735 2,376 422 4,532 sq ft 735 735 sq ft 5,267 sq ft PA2021-013 BRANDON ARCHITECTS DATE T-1.1 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCEARCHITECTURAL GENERAL NOTES 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. ABBREVIATIONS & 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 FIX./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 MET./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./R. 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 DEFINITIONS: (AS USED IN THESE SPECIFICATIONS) OWNER SHALL MEAN: 908 NB PROPERTY MANAGEMENT LLC ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., JEFF VAN VOORHIS, AIA 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) CONTACT 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) ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: - THE BUILDING CODES, 2019 EDITIONS, AS ADOPTED BY CALIFORNIA, ALL APPLICABLE RELATED SPECIALTY CODES. - THE FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT"). - ANY WORK TIME RESTRICTIONS IMPOSED BY THE CITY OF NEWPORT BEACH. 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 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, ARCHITECT 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 THE 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 A201-1997; 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. MAXIMUM FLOW RATE STANDARDS SET BY THE CURRENT CALIFORNIA GREEN CODE - G.C. TO VERIFY PRIOR TO PURCHASE AND INSTALL. OF ANY FIXTURES. 26. EXTERIOR DECKS, BALCONIES, AND STAIRWAYS SEALED UNDERNEATH SHALL BE WATERPROOFED- ARCH. TO APPV. METHOD OF WATERPROOFING - G.C. TO SUBMIT SPECIFICATIONS. 27. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: * FOUNDATION INSPECTION BY SOILS ENGINEER PRIOR TO CONCRETE POUR AND: * PER SOILS REPORT: OVER EXCAVATION, RECOMPACTION, FOOTING DEPTH, UTILITY TRENCH BACKFILL * RETAINING WALL BACKFILL, PRE SATURATION OF SLAB AREAS, EXTERIOR FLAT WORK AREAS. * ALL TO BE ADDRESSED IN A REPORT PRESENTED TO BUILDING DEPT. PRIOR TO FINAL * ALL FIELD WELDING OF STRUCTURAL STEEL * INSTALLATION OF ALL HIGH STRENGTH BOLTS * CERTIFICATION OF WELD, & BOLTING TO BE GIVEN TO BUILDING DEPARTMENT PRIOR TO FRAMING INSPECTION. 28. MAX. TEMP. OF 120° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. @ SHOWERS & TUBS. 29. 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. 30. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS CONSISTENT WITH THE PLANS AND SPECIFICATIONS FOR WHICH THE BUILDING PERMIT WAS ISSUED. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED R-VALUE. 31. ON PROJECTS WITH EXCAVATIONS THAT WILL BE LOWER THAN ADJOINING PROPERTIES, 30 DAY NOTICE IS LEGALLY REQUIRED BY THE OWNERS & CONTRACTORS TO THE ADJOINING PROPERTY OWNERS OUTSIDE THE SETBACK AREA. 32. DISTANCE FROM THE FACE OF FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK PLUS WALL FINISH THICKNESS. 33. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH ON EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. CBC 1203.4.3.2.1, CMC T-4-4 35. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT AND 15-INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. CPC 407.5 36. 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 411.7 37. WALL COVERINGS OR SHOWERS OR TUBS WITH SHOWERS SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 70-INCHES ABOVE DRAIN INLET. PROVIDE CEMENT BOARD OR CEMENT PLASTER BACKING FOR TILE. CBC 1210.3 38. MIN. 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS 39. EXTERIOR LATH AND PLASTER: PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. CBC 2510.6 40. THE WATER HEATER BURNER TO BE AT LEAST 18-INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. CPC 508.14 41. PROVIDE A 3-INCH DIAMETER BY 3-FOOT TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION OF WATER HEATERS IN GARAGE. CPC 508.14 42. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1-1/2" X 16 GAUGE STRAP WITH 3/8" DIA. X 3" LAG BOLT EACH IND. CPC 508.2 43. DRYER: THE CLOTHES DRYERS VENT SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH. CMC 504.3.2 DRYER VENT TERMINATION MUST BE 3 FT. CLEAR FROM OPENINGS INTO THE BUILDING (DOORS AND OPERABLE WINDOWS). CMC 504.5 PROVIDE A MIN. 100 SQ.IN. OPENING IN THE DRYER DOOR. CMC. 504.3.2 44. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3): A. IN EACH SLEEPING ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS C. ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. D. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS R314.4 & R314.5 45. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R315.3): A. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) B. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS. C. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS R314.4 & R314.5 46. ALL RECEPTACLE OUTLETS IN BATHROOMS, ABOVE KITCHEN COUNTERTOP, CRAWL SPACES, GARAGE, ROOFTOPS, OUTDOOR OUTLETS, WITHIN 6-FEET OF WET BAR SINK/LAUNDRY SINK TO BE PROTECTED BY GROUND FAULT CIRCUIT INTERRUPTER (GFCI) CEC 210.8 47. ALL 120V SINGLE PHASE, 15 AND 20 AMP OUTLETS (RECEPTACLES, LIGHTING, SMOKE DETECTORS, ETC.) TO BE PROTECTED BY COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER (AFCI) CEC 210.12 48. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONS >50%. NBMC 12.32.015 49. INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE PRIOR TO CONCRETE PLACEMENT. 50. UTILITY COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. 51. FACTORY-BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING 52. FIREPLACE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEY SYSTEMS AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS R1005.4NG. CMC (802.5.2.4) PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX IN A SOLD FUEL BURNING FIREPLACE. SOLID FUEL BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES." GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CALGREEN CODE REQUIREMENTS." 53. ALL DOORS FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED ALARM OR AN APPROVED ALTERNATE DROWNING PREVENTION SAFETY FEATURE. CBC 3109.4.4.2 54. 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. 55. ISSUANCE OF A BUILDING PERMIT 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. 56. LAND. WALLS LOCATED IN FRONT AND BACK OF PROPERTY SHALL NOT EXCEED 42" HT. REFER. LAND. DWGS FOR LOC'T. 57. LAND. WALLS LOCATED BTW. NEIGHBORS SHALL BE SHARED ON PROP. LINE. REFER. LAND. DWGS AND SEE ATTACHED DOCUMENT FOR "AGREEMENT TO BUILD A FENCE OR WALL CENTERED OVER THE PROPERTY WALL." 58. ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DIFFERENT MATERIALS OR FINISHES SHALL RECEIVE A BEAD OF CAULKING OR SEALANT TO FORM A REVEAL TO MATCH COLOR OF ADJACENT SURFACE. COORDINATE COLORS WITH ARCHITECT. 59. 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. 60. 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. 61. 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. 62. 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. 63. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS DURING ALL PHASES OF CONSTRUCTION. 64. 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. 65. 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. 66. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. 67. 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. 68. 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. SPECIFIC SEQUENCES OR METHODS OF ACHIEVING FIRE RATED ASSEMBLIES REQUIRED BY A "U.L. NO." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE NOTED OR DETAILED. 69. CONTRACTOR TO FURNISH AND INSTALL ALL BLOCKING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, TOILET FIXTURES, AND ACCESSORIES OR 'BY OTHER' ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKING SHALL BE CONSTRUCTED TO SUPPORT THE IMPOSED LOAD. 70. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS. 71. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNER/VENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES. 72. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE MANUFACTURERS. 73. 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. 74. 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. PA2021-013 BRANDON ARCHITECTS DATE T-1.2 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCESUPPLEMENTAL DOCUMENTS & NOTES 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon.1 CAL GREEN - RESIDENTIAL MINIMUM REQUIREMENTS 2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS PA2021-013 N18°27'05"E 93.37'N71°37'07"W 40.02'N18°28'51"E 89.07'N77°46'14"W 40.21'LOT 3 TRACT NO. 234 M.M. 13/36-37 LOT 2 LOT 4 OCEANFRONT W.CLW. OCEANFRONTBASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL STATIONS G.P.S. NO. 6723 AND G.P.S. NO. 6183R1, BEING N74°28'54"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. VICINITY MAP BENCHMARK INFORMATION 908 W. OCEANFRONTNEWPORT BEACH, CA 92661(APN: 047-281-15)TOPOGRAPHIC MAP1 1 TITLE REPORT/EASEMENT NOTES 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 (APN: 047-281-15) NO TITLE REPORT PROVIDED LEGAL DESCRIPTION REAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: LOT 3 IN BLOCK 9 OF TRACT NO. 234, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 13, PAGES 36-37, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. LC EXISTING ELEVATION LEGEND ( ) AC ASPHALT PAVEMENT FOUND MONUMENT SEARCHED, FOUND NOTHING; SET NOTHING FS FL FINISHED SURFACE FLOWLINE FFG FINISHED FLOOR GARAGE GRASS SURFACE T.B.M.TEMPORARY BENCHMARK SET ON A WATER METER (WM) ELEVATION = 10.83 FEET HUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATE NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. LICENSE RENEWAL DATE 12/31/20 S TATE OF CAL I F O R NI APAULD O M INICK CRAFTExp. 12/31/20 No. 8516PROFESSIONALLAND S URVEYORFF FINISHED FLOOR WATER METERWM EG EDGE OF GUTTER GAS METERGM CENTERLINE TW TOP OF WALL GRAPHIC SCALE SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. SURVEYOR'S NOTES BLOCK WALL NG NATURAL GROUND BENCHMARK NO: IE-122-14 DESCRIBED BY OCS 2014 - FOUND 4” OCS ALUMINUM BENCHMARK DISC STAMPED “1E-122-14” ON THE SOUTHWEST CORNER OF A 4’ CATCH BASIN. MONUMENT IS LOCATED ALONG THE SOUTH SIDE OF W. BALBOA BLVD., 133’ WEST OF THE C/L OF 7TH ST. @ ADDRESS 709. MONUMENT IS LEVEL WITH THE SIDEWALK. ELEVATION: 9.179 FEET (NAVD88), YEAR LEVELED 2015 ACU AIR CONDITION UNIT CATV CABLE TV BOX CONCRETE SURFACE TWS TOP OF WALL STEP GUARD POSTGP TS TOP OF STEP SCO SEWER CLEAN OUT BS BOTTOM OF STEP PA2021-013 PA2021-013 PA2021-013 BRANDON ARCHITECTS DATE A-0.0 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCEARCHITECTURAL SITE PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING GM SCO N18°27'05"E 93.37'N71°37'07"W 40.02'N18°28'51"E 89.07'N77°46'14"W 40.21'(11.09) FS (10.74) FS (11.26) FFG (29.96) RIDGE (10.94) FS (12.07) FS (12.15)FS (11.71) FS (11.68) FS (39.38) CHIMNEY TOP (12.02) FS(13.13) TS (12.22) FF (11.47) FS (12.26) FF (12.14) FS (12.28) FF (12.21) TS (11.29) FS (11.10) FS (10.92) FS (10.14) FL (10.14) FL (10.19) FL (10.20) FL (10.23) FL (10.23) FL (10.82) FS(10.89) FS (11.25)FS GATE (10.82) FS (11.30) FS (11.16) FS(11.25) FS (11.36) FS (11.48) FS(11.51) FS (12.10)FS (33.66) CHIMNEY TOP (31.08) RIDGE (38.85) CHIMNEY TOP (13.03) TS (11.60) FS (11.62) FS (11.59) FS (11.62) FS (11.64) FS (11.18) NG~SAND (11.19) NG~SAND (10.83) WM SCO SCO GATE (11.83) FS (14.97)TW (11.88)FS (14.08)TW (11.89)FS (14.13) TW (14.03)TW (11.85)FS (14.81)TW (11.85)FS GATE (11.25) FS (12.11) FS (12.06) FS (12.85) FS (12.78) FS (11.85) FS (11.79) FS (11.66) FS GP16.49TWS 14.92TW 12.72 TS 12.72 TS11.68FS 11.72 FS 11.83 FS 11.94 FS12.52 FS (17.18)TWS (14.85)TW LOT 3 TRACT NO. 234 M.M. 13/36-37 LOT 2 LOT 4 OCEANFRONT W.CLW. OCEANFRONTSAND SAND SAND PROPERTYLINE PROPERTY LINE PROPERTYLINE PROPERTY LINE FOUND LEADHOLE FOUND TAG IN EPOXY, LS4653 FOUND LEAD & TAG, LS4653 (12.01)TS (11.69)BS (12.13)TS (11.80)BS (12.09) FS (12.01) FS (12.08) FS (12.11) FS (12.14) FS (12.20) FS (12.19) FS (12.23)TS (11.77)BS A SITE PLAN NOTES B KEYNOTES B ANNOTATION LEGEND 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. STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD 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. 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. *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 DN. DN. DN.3'-0"S.Y.S.B.3'-0"S.Y.S.B.8'-0" F.Y.S.B.3'-0"F.O.F.3'-1"F.O.F.3'-10"F.O.F.3'-0"F.O.F.3'-1"F.O.F.3'-0"F.O.F.4'-0"F.O.F.3'-10 7/8"2'-7 1/2"2'-10 5/8"5'-0 1/8"36" MIN.CLR.23'-6 3/4"CLR.30'-9 3/8"20'-0"CLR.17'-3 3/8"CLR.11.80' F.F.REF. CIVIL FOR TOP OF SLAB 11.80' F.F.REF. CIVIL FOR TOP OF SLAB15.51' T.W.12.01' F.S.15.51' T.W.12.20' F.S.15.51' T.G.14.01' T.W.12.14' F.S.15.51' T.W.12.11' F.S.15.51' T.W.12.23' F.S.17.25' T.W.11.83' F.S.17.25' T.W.11.25' T.S.15.51' T.G.14.01' T.W.12.11' F.S.SLOPE PER CIVIL SLOPE PER CIVIL 01.01 01.02 01.04 01.04 01.01 02.01 02.01 01.01 02.37 02.27 02.03 02.31 02.39 32.01 32.01 32.0132.26 32.26 03.12 32.21 02.17 02.17 32.18 02.01 32.01 26.02 11.01 32.13 11.33 APN: 047 281 15 LOT 3, BLOCK 9 TRM_00234 MM_013_36-38OCEANFRONT W.SAND W. OCEANFRONTADJACENT PROPERTY (NOT A PART) ADJACENT PROPERTY (NOT A PART) N18°27'05"E 93.37' N18°28'51"E 89.07'N77°46'14"W 40.21'N71°37'07"W 40.02'PATIO (REF. CIVIL & LND. DWGS.) 3-CAR GARAGE SAND ROOM ELEV. PWDR. GREATROOM DINING KITCHEN LOUNGE ENTRY STAIRS PANTRY UP DN. DN. PT.2 11.09' FS PT.4 11.83' FS PT.1 11.60' FS PT.3 10.94' FS PT. 1 11.60' PT. 2 11.09' PT. 3 10.94' PT. 4 11.83' 45.46 / 4 = 11.36' PROJECT NORTHTRUE NORTH ROOM NAME UP 20R x 7 1/2"NN 15'-6" 1 A-4.0 N90° 00' 00"E 78.25' 1 01.13 1i ELEVATION/SECTION INDICATOR WINDOW TAG DOOR TAG ROOM TAG PROPERTY LINE TAG STAIR TAG (NO. OF RISER & HEIGHT) KEYNOTE TAG SPOT ELEVATION KEYNOTES GENERAL NOTES 01.01 PROPERTY LINE 01.02 FRONT YARD SETBACK 01.04 SIDE YARD SETBACK EXISTING CONDITIONS 02.01 FOOTPRINT OF EXISTING STRUCTURE TO BE REMOVED 02.03 CENTERLINE/FLOWLINE OF ALLEY 02.17 (E.) PROPERTY LINE WALL PROTECT IN PLACE 02.27 (E.) GAS METER LOCATION REF. SURVEY & CIVIL DWGS. 02.31 (E.) SEWER C.O. LOCATION REF. SURVEY & CIVIL DWGS. 02.37 (E.) WATER METER LOCATION REF. SURVEY & CIVIL DWGS. 02.39 (E.) GUARD POST TO BE REMOVED - REF. SURVEY & CIVIL DWGS. CONCRETE 03.12 DEPRESS SLAB FOR PEDESTAL FLOOR SYSTEM. REF. CIVIL AND SLAB EDGE PLAN EQUIPMENT 11.01 FIREPIT PROVIDE GAS STUB-OUT, REF. LAND. DWGS., G.C. TO VERIFY LOC'N W/. OWNER 11.33 (N.) BBQ. PROVIDE GAS STUB-OUT AND ELECTRICITY AS REQ'D., REF. LAND. DWGS., G.C. TO VERIFY LOC'N W/. OWNER ELECTRICAL 26.02 RECESSED MAIN SERVICE PANEL 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) EXTERIOR IMPROVEMENTS 32.01 (N.) HARDSCAPE COLORED & SCORED CONCRETE OR STONE PAVERS (AS SELECTED), REF. LAND. DWGS. 32.13 (N.) 42" TALL GATE REF. LANDS. DWGS. 32.18 (N.) LANDSCAPE WALL CMU PILASTER W/. STUCCO FINISH WITH 18" GLASS TOP, MAX. HT. 42" (REF. CIVIL DWGS.) 32.21 (N.) PROPERTY LINE WALL PLASTER FINISH TO MATCH (MAX. 6' ABV. N.G.) 32.26 (N.) CONCRETE STEPS ON GRADE REF. CIVIL DWGS. SCALE: 3/16" = 1'-0"1ARCHITECTURAL SITE PLAN SCALE: 1/8" = 1'-0"2GRADE PLANE EXHIBIT PA2021-013 BRANDON ARCHITECTS DATE A-0.2 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCEAREA PLANS 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. A GENERAL NOTES B KEYNOTES 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. GENERAL NOTES TO BE ADDED TO SLAB EDGE PLAN - DELETE IF NOT NEEDED SLAB DEPRESSION FOR F.P. VERIFY W/. G.C. & MFGR. SLAB DEPRESSION FOR ELEVATOR 12" TYP. VERIFY W/. G.C. & MFGR. SLAB DEPRESSION FOR SLIDING DOORS VERIFY W/. G.C. & MFGR. 36'-0"15'-11 1/8"23'-8 3/4" 6'-1 7/8"36'-0"15'-11"23'-8 7/8"12'-11 1/2"33'-8 5/8"1'-8 3/8"5'-10 3/4"5'-1 1/4" 4'-10 5/8"18'-8"33'-7 5/8"21'-0 1/4"7'-3 1/8" 41'-5 5/8" OA6 OA8 OA10 OA9 G J I H J1 J 2 H1OA5 OA7 OPEN AREA 4 49 sq ft OPEN AREA 3126 sq ft DN.UP 7'-2 1/8"3'-8 7/8"6'-9 3/8"SECOND FLOOR A: 2,377 sq ft DN. 35'-4 1/2"7'-4 1/8"9'-1"2'-2"1'-4 3/4"20'-9 1/4" 10'-1 7/8"3'-2 1/4"11'-8 3/4"17'-10 5/8"36'-0"7'-4 1/8"9'-0 7/8"3'-6 3/4"20'-7 1/4"32'-9 5/8"11"33'-7 5/8"3'-6 3/4"27'-0 1/4"33'-11 5/8"3'-8 5/8"4'-1 3/8" 7'-2 5/8" A B D E F1 F2 F3 F4 OA1 OA2OA3 OPEN AREA 1 A: 49 sq ft OPEN AREA 2 A: 209 sq ft UP 32'-9 5/8"6'-9 3/8"C FIRST FLOOR A: 1,735 sq ft 3-CAR GARAGE A: 735 sq ft 26'-5 3/4"19'-1 1/4"7'-7 3/8"9'-11 3/8" 5'-1 1/4"6'-4 5/8"12'-6 1/2"15'-0"L M L1 THIRD FLOOR A: 422 sq ft VIEW DECK SF A: 1,023 sq ft DN. A 35' - 4 1/2" X 33' - 7 5/8" 1189.85 B 7' - 4 1/8" X 27' - 0 1/4" 198.43 C 9' - 1" X 32' - 9 5/8" 297.95 D 3' - 6 3/4" X 11' - 8 3/4" 41.79 E 2' - 2" X 3' - 2 1/4" 6.91 TOTAL 1734.93 F1 3' - 6 3/4" X 17' - 10 5/8" 63.72 F2 20' - 7 1/4" X 32' - 9 5/8" 675.86 F3 1' - 4 1/8" X 3' - 2 1/4" 4.28 -F4 10' - 1 7/8" X 0' - 11" -9.31 TOTAL 734.55 OA1 7' - 3 1/8" X 6' - 9 3/8" 48.95 OA2 4' - 1 3/8" X 33' - 7 5/8"138.4 OA3 62 TOTAL 249.35 G 6' - 1 7/8" X 12' - 11 1/2" 79.77 H 36' - 0" X 33' - 7 5/8" 1210.88 H1 7' - 1 1/2" X 18' - 8" -11.67 I 15' - 11 1/8" X 21' 0 1/4" 334.8 J 23' - 8 7/8" X 33' - 8 5/8" 800.47 J1 5' - 1 1/4" X 5' - 10 3/4" -30.09 J2 4' - 10 5/8" X 1' - 8 3/8" -8.3 TOTAL 2375.86 OA4 7' - 3 1/8" X 6' - 9 3/8" 49.23 OA5 76.28 OA6 1' - 0 7/8" X 0' - 3/4" 0.07 OA7 38.43 OA8 25.4 OA9 6' - 0 3/4" X 2' - 1 1/2" 12.88 OA10 0' - 1 1/4" X 15' - 2 7/8" 1.59 TOTAL 203.88 L 27' - 3 1/2" X 19' - 1 1/4" 505.86 M 9' - 5 1/4" X 7' - 7 3/8" 75.75 -L1 5' - 1 1/4" X 5' - 7 1/4" -64.01 0 5' - 1 1/4" X 5' - 7 1/4" -95.78 TOTAL 421.82 THIRD FLOOR LIVING 4' - 1 1/3" x 18' - 8" (1' - 8" x 15' - 2 7/8")/2 (2' - 0 5/8" x 18' - 8 3/4")/2 SECOND FLOOR OPEN AREA SECOND FLOOR LIVING FIRST FLOOR LIVING GARAGE FIRST FLOOR OPEN AREA (3' - 8 5/8" x 33' - 7 5/8")/2 A 35' - 4 1/2" X 33' - 7 5/8" 1189.85 B 7' - 4 1/8" X 27' - 0 1/4" 198.43 C 9' - 1" X 32' - 9 5/8" 297.95 D 3' - 6 3/4" X 11' - 8 3/4" 41.79 E 2' - 2" X 3' - 2 1/4" 6.91 TOTAL 1734.93 F1 3' - 6 3/4" X 17' - 10 5/8" 63.72 F2 20' - 7 1/4" X 32' - 9 5/8" 675.86 F3 1' - 4 1/8" X 3' - 2 1/4" 4.28 -F4 10' - 1 7/8" X 0' - 11" -9.31 TOTAL 734.55 OA1 7' - 3 1/8" X 6' - 9 3/8" 48.95 OA2 4' - 1 3/8" X 33' - 7 5/8"138.4 OA3 62 TOTAL 249.35 G 6' - 1 7/8" X 12' - 11 1/2" 79.77 H 36' - 0" X 33' - 7 5/8" 1210.88 H1 7' - 1 1/2" X 18' - 8" -11.67 I 15' - 11 1/8" X 21' 0 1/4" 334.8 J 23' - 8 7/8" X 33' - 8 5/8" 800.47 J1 5' - 1 1/4" X 5' - 10 3/4" -30.09 J2 4' - 10 5/8" X 1' - 8 3/8" -8.3 TOTAL 2375.86 OA4 7' - 3 1/8" X 6' - 9 3/8" 49.23 OA5 76.28 OA6 1' - 0 7/8" X 0' - 3/4" 0.07 OA7 38.43 OA8 25.4 OA9 6' - 0 3/4" X 2' - 1 1/2" 12.88 OA10 0' - 1 1/4" X 15' - 2 7/8" 1.59 TOTAL 203.88 L 27' - 3 1/2" X 19' - 1 1/4" 505.86 M 9' - 5 1/4" X 7' - 7 3/8" 75.75 -L1 5' - 1 1/4" X 5' - 7 1/4" -64.01 0 5' - 1 1/4" X 5' - 7 1/4" -95.78 TOTAL 421.82 THIRD FLOOR LIVING 4' - 1 1/3" x 18' - 8" (1' - 8" x 15' - 2 7/8")/2 (2' - 0 5/8" x 18' - 8 3/4")/2 SECOND FLOOR OPEN AREA SECOND FLOOR LIVING FIRST FLOOR LIVING GARAGE FIRST FLOOR OPEN AREA (3' - 8 5/8" x 33' - 7 5/8")/2 A 35' - 4 1/2" X 33' - 7 5/8" 1189.85 B 7' - 4 1/8" X 27' - 0 1/4" 198.43 C 9' - 1" X 32' - 9 5/8" 297.95 D 3' - 6 3/4" X 11' - 8 3/4" 41.79 E 2' - 2" X 3' - 2 1/4" 6.91 TOTAL 1734.93 F1 3' - 6 3/4" X 17' - 10 5/8" 63.72 F2 20' - 7 1/4" X 32' - 9 5/8" 675.86 F3 1' - 4 1/8" X 3' - 2 1/4" 4.28 -F4 10' - 1 7/8" X 0' - 11" -9.31 TOTAL 734.55 OA1 7' - 3 1/8" X 6' - 9 3/8" 48.95 OA2 4' - 1 3/8" X 33' - 7 5/8"138.4 OA3 62 TOTAL 249.35 G 6' - 1 7/8" X 12' - 11 1/2" 79.77 H 36' - 0" X 33' - 7 5/8" 1210.88 H1 7' - 1 1/2" X 18' - 8" -11.67 I 15' - 11 1/8" X 21' 0 1/4" 334.8 J 23' - 8 7/8" X 33' - 8 5/8" 800.47 J1 5' - 1 1/4" X 5' - 10 3/4" -30.09 J2 4' - 10 5/8" X 1' - 8 3/8" -8.3 TOTAL 2375.86 OA4 7' - 3 1/8" X 6' - 9 3/8" 49.23 OA5 76.28 OA6 1' - 0 7/8" X 0' - 3/4" 0.07 OA7 38.43 OA8 25.4 OA9 6' - 0 3/4" X 2' - 1 1/2" 12.88 OA10 0' - 1 1/4" X 15' - 2 7/8" 1.59 TOTAL 203.88 L 27' - 3 1/2" X 19' - 1 1/4" 505.86 M 9' - 5 1/4" X 7' - 7 3/8" 75.75 -L1 5' - 1 1/4" X 5' - 7 1/4" -64.01 0 5' - 1 1/4" X 5' - 7 1/4" -95.78 TOTAL 421.82 THIRD FLOOR LIVING 4' - 1 1/3" x 18' - 8" (1' - 8" x 15' - 2 7/8")/2 (2' - 0 5/8" x 18' - 8 3/4")/2 SECOND FLOOR OPEN AREA SECOND FLOOR LIVING FIRST FLOOR LIVING GARAGE FIRST FLOOR OPEN AREA (3' - 8 5/8" x 33' - 7 5/8")/2 BUILDING AREA LIVING GARAGE FIRST FLOOR SECOND FLOOR THIRD FLOOR 3-CAR GARAGE 1,735 2,376 422 4,532 sq ft 735 735 sq ft 5,267 sq ft SCALE: 3/16" = 1'-0"2SECOND LEVEL AREA PLAN SCALE: 3/16" = 1'-0"1FIRST LEVEL AREA PLAN SCALE: 3/16" = 1'-0"3THIRD LEVEL AREA PLAN PA2021-013 BRANDON ARCHITECTS DATE A-1.0 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCE3D VIEWS 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. SCALE: 1/8" = 1'-0"1NORTHEAST AXONOMETRIC SCALE: 1/8" = 1'-0"2SOUTHEAST AXONOMETRIC SCALE: 1/8" = 1'-0"4NORTHWEST AXONOMETRIC SCALE: 1/8" = 1'-0"3SOUTHWEST AXONOMETRIC PA2021-013 BRANDON ARCHITECTS DATE A-2.1 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCEFIRST & SECOND LEVEL FLOOR PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. A GENERAL NOTES C KEYNOTES B ANNOTATION LEGEND 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. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD 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) *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 PROJECT NORTHTRUE NORTH ROOM NAME UP 20R x 7 1/2"NN 15'-6" 1 A-4.0 N90° 00' 00"E 78.25' 1 01.13 1i ELEVATION/SECTION INDICATOR WINDOW TAG DOOR TAG ROOM TAG PROPERTY LINE TAG STAIR TAG (NO. OF RISER & HEIGHT) KEYNOTE TAG SPOT ELEVATION DN.3R x 6" 4 4 2 3 6 6 21 1 8 10 9 7 11 5 5 33'-0"S.Y.S.B.3'-0"S.Y.S.B.8'-0" F.Y.S.B. 20'-6 3/4"CLR.31'-5"CLR.23'-6 3/4"CLR.17'-10 1/8"CLR.2 A-5.0 2 A-5.0 4 A-5.0 4 A-5.0 6 A-5.1 6 A-5.1 7 A-5.2 7 A-5.2 3 A-5.1 3 A-5.1 2 A-5.0 2 A-5.0 5 A-5.1 5 A-5.1 1 A-4.0 2 A-4.0 4 A-4.0 3 A-4.0 01.01 01.01 01.02 01.04 01.04 34.01 12.01 11.22 06.42 11.05 10.12 06.26 22.03 03.06 14.01 03.1211.09 23.02 06.42 06.43 06.34 06.46 22.06 11.13 11.11 11.06 11.07 11.02 06.46 06.37 06.32 22.08 06.45 10.08 22.05 22.20 03.12 03.12 03.06 03.04 3-CAR GARAGE SAND ROOM ELEV. PWDR. GREATROOM DINING KITCHEN LOUNGE ENTRY STAIRS PANTRY UP17R x 7 3/8"37 28 29 26 19 24 98 10 27 20 18 21 23 24 22 13 1415 1920 23 17 1618 15 11 12 16 17 25 22 21 18.1 21.1 2 A-5.0 2 A-5.0 4 A-5.0 4 A-5.0 6 A-5.1 6 A-5.1 7 A-5.2 7 A-5.2 3 A-5.1 3 A-5.1 2 A-5.0 2 A-5.0 5 A-5.1 5 A-5.1 1 A-4.0 2 A-4.0 4 A-4.0 3 A-4.03'-0"S.Y.S.B.3'-0"S.Y.S.B.8'-0" F.Y.S.B. 2% MIN. 10.04 06.48 22.05 22.20 06.48 22.05 22.20 06.48 22.05 22.20 06.48 22.05 22.20 06.48 22.05 22.20 06.45 06.45 22.08 22.08 22.08 06.45 01.01 12.01 12.01 08.0501.0401.01 22.08 06.45 08.05 08.0501.0101.0408.0508.05 01.01 01.02 10.01 09.24 11.21 11.04 11.04 22.10 06.38 06.38 12.01 12.01 06.42 06.26 06.42 06.26 06.42 06.26 06.42 06.38 06.38 06.45 22.04 12.01 22.08 06.31 12.01 10.12 12.01 06.47 OPEN TO BLW. RETREAT/OFFICE STAIRS ELEV.BED #2 BED #3 BATH #3 W.I.C. BATH #4 BATH #2 BED #4 LNDRY. MASTER W.I.C. MASTER BATH W/C. MASTER SUITE BED #5 BATH #5 W.I.C. MECH. 10.07 DN.17R x 7 3/8"UP 16R x 6 7/8"12 KEYNOTES GENERAL NOTES 01.01 PROPERTY LINE 01.02 FRONT YARD SETBACK 01.04 SIDE YARD SETBACK CONCRETE 03.04 DEPRESSED SLAB/STRUCTURE FOR FIREPLACE COORD. WITH MFG'R. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 03.06 DEPRESSED SLAB FOR ELEVATOR 12". COORD. WITH ELEVATOR MFG. & G.C., REF. STRUCT. DRAWINGS 03.12 DEPRESS SLAB FOR PEDESTAL FLOOR SYSTEM. REF. CIVIL AND SLAB EDGE PLAN WOOD, PLASTICS, & COMPOSITES 06.26 BASE CABINET SINK UNIT, BUILT-IN, FINISH AS SEL. 06.31 DESK BUILT-IN, FINISH AS SEL. 06.32 DISPLAY SHELVES CUSTOM - FINISH AS SELECTED 06.34 KITCHEN ISLAND BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE W/. I.D. & OWNER 06.37 PANTRY SHELVES AS SEL. BY OWNER 06.38 BUILT-IN CLOSET CUSTOM PER INTERIOR DESIGNER 06.42 UPPER CABINET BUILT-IN, FINISH AS SEL. 06.43 BASE CABINET BUILT-IN, FINISH AS SEL. 06.45 VANITY CASEWORK SINK, BASE CABINET AND COUNTER - VERIFY SIZE W/. I.D. & OWNER 06.46 KITCHEN SINK CASEWORK SINK, BASE CABINET AND COUNTER - VERIFY SIZE/. I.D. & OWNER 06.47 TOWEL RACK PER I.D. CUSTOM RACK AND SHELVES PER I.D. 06.48 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. OPENINGS 08.05 WINDOW TO MEET EGRESS REQUIREMENTS REF. DOOR AND WINDOW NOTES #6, SHT. A-7.0 FINISHES 09.24 TILE/STONE PAVERS ON CONCRETE SETTING BED O/ WATERPROOF MEMBRANE REF. MAT. SCHEDULE (CLASS 'A' ASSEMBLY) SPECIALTIES 10.01 EXTERIOR GLASS GUARDRAIL TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.04 INTERIOR GLASS GUARDRAIL MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.07 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 10.08 CUSTOM STEEL STRINGER STAIR 4" MAX OPENING BETWEEN TREADS. REF. STRUCT. DTL.- ARCH TO APPRV. SHOP DWGS 10.12 CUSTOM WOOD SCREEN WOOD SCREEN PER I.D. ARCH TO APPV. SHOP DWGS. PRIOR TO FABRICATION EQUIPMENT 11.02 BUILT-IN COFFEE MAKER PROVIDE WATER & POWER - COORDINATE W/. I.D. 11.04 WASHER/DRYER PROVIDE 4" MIN. DIA. DUCT, 14' MAX. LENGTH INCLUDING (2) 90 DEGREE ELBOWS, DEDUCT TWO(2) FEET FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO(2) (CMC 504.3.2) 11.05 WINE FRIDGE VERIFY APPLIANCE W/. OWNER 11.06 FREEZER VERIFY APPLIANCE W/. OWNER 11.07 MICROWAVE OVEN VERIFY APPLIANCE W/. OWNER 11.09 RANGE VERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFG.) - VENT TO OUTDOOR AIR 11.11 REFRIGERATOR VERIFY APPLIANCE W/. OWNER 11.13 TRASH COMPACTOR VERIFY APPLIANCE W/. OWNER 11.21 FIREPLACE PREFABRICATED, GAS ONLY, 'FLARE - CORNER ' [DTL. 22/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.) 11.22 FIREPLACE PREFABRICATED, GAS ONLY, 'FLARE - FF-45-H' - ANSI Z21.50B-2014 [DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) FURNISHINGS 12.01 FURNISHINGS AS SELECTED CONVEYING EQUIPMENT 14.01 RESIDENTIAL ELEVATOR 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION PLUMBING 22.03 BAR SINK AS SELECTED 22.04 BATHTUB FREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 22.05 SHOWER PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) 22.06 DISHWASHER AS SELECTED 22.08 TOILET MIN. 24" CLR. IN FRONT, MIN. 30"" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 22.10 LAUNDRY SINK AS SELECTED 22.20 CUSTOM SHOWER SEAT SEAT PER I.D. HEATING VENTILATING & AIR CONDITIONING 23.02 KITCHEN EXHAUST HOOD TO VENT TO EXT. - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFG. INSTRUCTION TRANSPORTATION 34.01 VEHICLE MINIMUM PARKING DIMENSIONS ON PLANS SCALE: 1/4" = 1'-0"1FIRST LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0"2SECOND LEVEL FLOOR PLAN PA2021-013 BRANDON ARCHITECTS DATE A-2.2 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCETHIRD LEVEL FLOOR PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. A GENERAL NOTES C KEYNOTES B ANNOTATION LEGEND 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. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD 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) *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 PROJECT NORTHTRUE NORTH ROOM NAME UP 20R x 7 1/2"NN 15'-6" 1 A-4.0 N90° 00' 00"E 78.25' 1 01.13 1i ELEVATION/SECTION INDICATOR WINDOW TAG DOOR TAG ROOM TAG PROPERTY LINE TAG STAIR TAG (NO. OF RISER & HEIGHT) KEYNOTE TAG SPOT ELEVATION 7 31 32 26 33 34 25 30 28 27 2 A-5.0 2 A-5.0 4 A-5.0 4 A-5.0 6 A-5.1 6 A-5.1 7 A-5.2 7 A-5.2 3 A-5.1 3 A-5.1 2 A-5.0 2 A-5.0 5 A-5.1 5 A-5.1 1 A-4.0 2 A-4.0 4 A-4.0 3 A-4.03'-0"S.Y.S.B.3'-0"S.Y.S.B.8'-0" F.Y.S.B. 01.01 01.01 01.01 01.01 01.02 01.04 01.04 09.31 09.3109.28 09.28 10.01 10.01 23.07 23.07 12.01 10.04 10.07 2% MIN.2% MIN. 2% MIN.1:121:12 1:123:122% MIN.2% MIN.2% MIN.2% MIN.06.48 22.05 22.20 09.31 05.07 22.19 22.19 22.192% MIN.2% MIN.05.07 05.07 05.06 05.06 OPEN TO BLW. BONUS ROOM ELEV. MECH. MECH. BATH #3 DN.16R x 6 7/8"STAIRS KEYNOTES GENERAL NOTES 01.01 PROPERTY LINE 01.02 FRONT YARD SETBACK 01.04 SIDE YARD SETBACK WOOD, PLASTICS, & COMPOSITES 06.48 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. FINISHES 09.28 STANDING SEAM METAL ROOFING REF. MAT. SCHEDULE SHT. A-4.0 09.31 FLAT COOL ROOF CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0 SPECIALTIES 10.01 EXTERIOR GLASS GUARDRAIL TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.04 INTERIOR GLASS GUARDRAIL MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.07 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 FURNISHINGS 12.01 FURNISHINGS AS SELECTED PLUMBING 22.05 SHOWER PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) 22.20 CUSTOM SHOWER SEAT SEAT PER I.D. HEATING VENTILATING & AIR CONDITIONING 23.07 FAU PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. SCALE: 1/4" = 1'-0"1THIRD LEVEL FLOOR PLAN PA2021-013 BRANDON ARCHITECTS DATE A-2.3 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCEFIRST & SECOND LEVEL DIMENSION PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. A GENERAL NOTES C KEYNOTES B ANNOTATION LEGEND 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. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD 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) *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 PROJECT NORTHTRUE NORTH ROOM NAME UP 20R x 7 1/2"NN 15'-6" 1 A-4.0 N90° 00' 00"E 78.25' 1 01.13 1i ELEVATION/SECTION INDICATOR WINDOW TAG DOOR TAG ROOM TAG PROPERTY LINE TAG STAIR TAG (NO. OF RISER & HEIGHT) KEYNOTE TAG SPOT ELEVATION DN. 4 4 2 3 6 6 21 1 8 10 9 7 11 5 5 3 1'-3 1/2"16'-7 5/8"17'-6 7/8"8 1/8"2'-6"4'-3 7/8"2'-7 7/8"2'-8"5'-9 3/4"3'-11 1/8"7'-0"1'-5 1/2"8'-4 7/8"1'-8" 35'-6"7'-6"11'-1 5/8"22'-5 1/2" 12'-0"76'-7 1/8"5 3/4" 1'-3 1/2"5'-6 1/8"7'-8"5'-3 7/8"4'-7 1/2"6'-0 1/2"5'-6 1/2"1'-2 5/8"4'-11 3/8"1'-2 1/8"6 3/4"8'-0 5/8"2'-6 1/8"2'-6"19'-7 3/8" 36'-0"7'-4 1/8"8'-7 3/8"24'-7 1/2" 16'-4 1/2"76'-7 1/8"4 7/8"1'-5"7 5/8"9'-0"1'-8 3/8"18'-0"2'-0 5/8"2'-0 5/8"30'-9"3'-2"32'-9 5/8"4'-0"5'-3"26'-6"1'-10 5/8"33'-7 5/8"3'-2"33'-7 5/8"3'-2"8'-0" F.Y.S.B.3'-0"S.Y.S.B.3'-0"S.Y.S.B.03.12 03.12 03.06 03.04 3-CAR GARAGE SAND ROOM ELEV. PWDR. GREATROOM DINING KITCHEN LOUNGE ENTRY STAIRS PANTRY UP 37 28 29 26 19 24 98 10 27 20 18 21 23 24 22 13 1415 1920 23 17 1618 15 11 12 16 17 25 22 21 18.1 21.1 5'-7 1/2"4'-7"9'-7"3'-11" 4'-9 3/4"23'-8 5/8"12'-3 3/8"7'-4 1/8"8'-6 7/8"24'-6 7/8" 16'-4 1/2"76'-5 7/8"6 1/8" 3'-1 7/8"3'-0 1/2"6'-11 1/2"3'-0 1/2"1'-9 3/8"8" 2'-8 3/4"7'-0"2'-8 3/4"2'-11 3/8"2'-6"2'-6 5/8"2'-2 7/8"7'-0"1'-9 3/8"5'-9 5/8"2'-0"3'-8 1/2"13'-6 1/4"1'-4" 4'-9 3/4"17'-11 3/4"13'-1 1/2"8'-0"11'-0 3/8"11'-6"14'-10 1/4" 12'-0"76'-5 7/8"6 7/8"4'-3 5/8"10'-3 5/8"3'-2"36'-9 5/8"14'-7 1/4"6'-9"12'-4 3/8"6 3/4"8'-0 1/8"9 5/8"2'-0"6'-11"9 1/8"2'-6"7'-3 3/8"2'-6"5 3/4"1'-4" 1'-4"4'-7"10"13'-3"15'-1 5/8"18'-8"15'-1 5/8"3'-0"33'-9 5/8"2'-10 3/8"8'-0" F.Y.S.B.3'-0"S.Y.S.B.3'-0"S.Y.S.B.10'-2 5/8"2'-1 3/4"RETREAT/OFFICE STAIRS ELEV.BED #2 BED #3 BATH #3 W.I.C. BATH #4 BATH #2 BED #4 LNDRY. MASTER W.I.C. MASTER BATH W/C. MASTER SUITE BED #5 BATH #5 W.I.C. MECH. DN.UP 12 KEYNOTES CONCRETE 03.04 DEPRESSED SLAB/STRUCTURE FOR FIREPLACE COORD. WITH MFG'R. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 03.06 DEPRESSED SLAB FOR ELEVATOR 12". COORD. WITH ELEVATOR MFG. & G.C., REF. STRUCT. DRAWINGS 03.12 DEPRESS SLAB FOR PEDESTAL FLOOR SYSTEM. REF. CIVIL AND SLAB EDGE PLAN WOOD, PLASTICS, & COMPOSITES 06.48 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. SCALE: 1/4" = 1'-0"1FIRST LEVEL DIMENSION PLAN SCALE: 1/4" = 1'-0"2SECOND LEVEL DIMENSION PLAN PA2021-013 BRANDON ARCHITECTS DATE A-2.4 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCETHIRD LEVEL DIMENSION PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. A GENERAL NOTES C KEYNOTES B ANNOTATION LEGEND 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. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD 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) *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 PROJECT NORTHTRUE NORTH ROOM NAME UP 20R x 7 1/2"NN 15'-6" 1 A-4.0 N90° 00' 00"E 78.25' 1 01.13 1i ELEVATION/SECTION INDICATOR WINDOW TAG DOOR TAG ROOM TAG PROPERTY LINE TAG STAIR TAG (NO. OF RISER & HEIGHT) KEYNOTE TAG SPOT ELEVATION 7 31 32 26 33 34 25 30 28 27 46'-7 1/2"27'-3 1/2"15'-1 7/8" 1'-4"6" 2'-6"8'-2 1/8"2'-6"6"5'-4 3/4"6'-4 5/8"25'-2 1/4"5'-9 3/8"5'-0"30'-11 5/8"4'-0"14'-8 1/2"6'-4 3/4"5'-7 3/8"4'-2"5'-1"26'-8 5/8"8'-2"1'-4 1/2"7'-4 1/8"6 1/2"8'-0 1/4"6 5/8" 20'-1 3/8"14'-9"8'-8 5/8"9'-1 3/8"9'-5 3/8" 2'-6 1/8"2'-6"4'-5 1/4" 51'-0"27'-3 1/2"15'-1" 20'-0 3/8"14'-10"15'-6 1/8"11'-9 3/8"30'-5 1/4"8'-0" F.Y.S.B.3'-0"S.Y.S.B.3'-0"S.Y.S.B.BONUS ROOM ELEV. MECH. MECH. BATH #3 DN. STAIRS NOTES WOOD, PLASTICS, & COMPOSITES 06.01.07 10X14 TIMBER BEAM REF. STRUCT. DWGS. SCALE: 1/4" = 1'-0"1THIRD LEVEL DIMENSION PLAN PA2021-013 BRANDON ARCHITECTS DATE A-3.0 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCEROOF PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon.A GENERAL NOTES B KEYNOTES DIMENSION NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA ENLOSED ATTIC AND ENCLOSED RAFTER SPACES VENTING NOTES: 1. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW UNLESS THEY MEET THE REQUIREMENT OF SECTION R806.5 FOR UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. VENTILATION OPENING SHALL HAVE THE LEAST DIMENSION OF 1/16” MIN. AND 1/4” MAX OTHERWISE THE OPENING SHALL HAVE THE CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVE A LEAST DIMENSION OF 1/16” MIN. AND 1/4” MAX. OPENING IN ROOF FRAMING MEMBERS SHALL BE PER THE REQUIREMENT OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. (R806.1) 2. THE MINIMUM NET FREE VENTILATING AREA SHOULD BE 1/150 OF THE AREA OF THE VENTED SPACE, EXCEPT FOR THE PROJECT LOCATED IN CLIMATE ZONE 14 OR 16 WITH A CLASS I OR II VAPOR RETARDER AT THE WARM-IN-WINTER SIDE OF THE CEILING AND WHERE MIN. 40% AND MAX 50% OF THE REQUIRED VENTILATION PROVIDED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE PER SECTION R806.2 THEN THE MINIMUM NET FREE VENTILATING AREA CAN BE 1/300 OF THE VENTED SPACE. (R802.2) 3. PROVIDE 1” SPACE BETWEEN THE INSULATION AND THE ROOF SHEATHING WHERE EAVE OR CORNICE VENTS PROVIDE BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. (R806.3) 4. INSTALL VENTILATOR PER MANUFACTURER INSTRUCTION. INSTALL VENTILATOR IN ROOF PER SECTION R903 AND VENTILATOR IN WALL ASSEMBLIES PER SECTION R703.1. 5. FOR THE ATTIC WITH VERTICAL HEIGHT GREATER THAN OR EQUAL TO 30” (VERTICAL HEIGHT MEASURED FROM THE TOP OF CEILING JOIST TO THE BOTTOM OF THE ROOF RAFTERS) WITHIN 30S.F. MIN. PROVIDE THE OPENING WITH ROUGH-FRAMED OPENING OF NOT LESS THAN 22”X30” WHICH SHOULD BE LOCATED IN HALLWAY OR OTHER LOCATION WITH READY ACCESS. IF THE ACCESS LOCATED IN THE WALL THEN THE WIDTH SHOULD BE 22” AND HEIGHT SHOULD BE 30” MIN. IF LOCATED IN CEILING THEN THE MIN. UNOBSTRUCTED HEADROOM IN THE ATTIC SHOULD BE 30” FROM THE BOTTOM OF CEILING JOIST AT SOME POINT. ROOF DRAINAGE: IF THE PROJECT LOCATED IN THE AREA WITH EXPANSIVE OR COLLAPSIBLE SOILS, WATER RUNOFF FROM ROOFS OF ALL DWELLINGS SHALL BE DISCHARGED TO THE GROUND SURFACE NOT LESS THAN 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. (R801.3) - REF.CIVIL DWGS FOR STORM WATER MANAGMENT AND SYSTEM. WEATHER PROTECTION: 1. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE CHAPTER 9 OF THE CURRENT CRC. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE CHAPTER 9 OF CRC AND THE APPROVED MANUFACTURER’S INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. (R903.1) 2. PROVIDE AND INSTALL FLASHING TO PREVENT ENTRY OF MOISTURE TO WALL AND ROOF ASSEMBLIES THRU THE JOINTS IN COPINGS, PERMEABLE MATERIAL, AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATION THRU ROOF. (R903.2) 3. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 26 GALVANIZED SHEET). (R903.2.1) 4. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES (762 MM) WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. EXCEPT FOR UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH HYPERLINK "HTTPS://CODES.ICCSAFE.ORG/LOOKUP/CRC2019P1_PT03_CH03_SECR308.6" SECTION R308.6 AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS SHALL BE PERMITTED TO BE INSTALLED WITHOUT A CRICKET OR SADDLE. (R903.2) 5. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NOT LESS THAN THE THICKNESS OF THE PARAPET WALL. (R903.3) 6. UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF. IF WATER CAN BE ENTRAPPED WITHIN THE ROOF AREA THEN SECONDARY EMERGENCY OVERFLOW ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. (R903.4) 2 A-5.0 2 A-5.0 4 A-5.0 4 A-5.0 6 A-5.1 6 A-5.1 7 A-5.2 7 A-5.2 3 A-5.1 3 A-5.1 2 A-5.0 2 A-5.0 5 A-5.1 5 A-5.1 1 A-4.0 2 A-4.0 4 A-4.0 3 A-4.03'-0"S.Y.S.B.3'-0"S.Y.S.B.8'-0" F.Y.S.B.5'-0"3'-10"8'-1"15'-0 1/4"33'-5 1/8" 44'-9"5'-3 3/4"40.30' HT. CERT. REQ'D.40.30' HT. CERT. REQ'D.40.08' HT. CERT. REQ'D.40.30'HT. CERT. REQ'D.38.38' HT. CERT. REQ'D.38.38' HT. CERT. REQ'D.40.36' HT. CERT. REQ'D.3:123:123:123:123:123:123:123:1201.01 01.01 01.01 01.01 01.02 01.04 01.04 09.28 09.28 09.28 09.28 05.01 05.01 05.01 OPEN TO BLW. OPEN TO BLW. OPEN TO BLW. OPEN TO BLW. KEYNOTES GENERAL NOTES 01.01 PROPERTY LINE 01.02 FRONT YARD SETBACK 01.04 SIDE YARD SETBACK METALS 05.01 EXPOSED STEEL BEAM SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. FINISHES 09.28 STANDING SEAM METAL ROOFING REF. MAT. SCHEDULE SHT. A-4.0 SCALE: 1/4" = 1'-0"1ARCHITECTURAL ROOF PLAN PA2021-013 BRANDON ARCHITECTS DATE A-4.0 PROJECT CONTACT JEFF VAN VOORHIS, AIA PROJECT NAME PROJECT ADDRESS 908 W. OCEANFRONT NEWPORT BEACH, CA 92661 OWNER INFORMATION 908 NB PROPERTY MANAGEMENT LLC 3717 EUCLID AVE. DALLAS, TX PROJECT STATUS CDP PLAN CHECK NO. TBD REVISIONS NO. DATE 1/27/2021 HARVEY RESIDENCEEXTERIOR ELEVATIONS 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay 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 hereon. C KEYNOTES A MATERIAL SPECIFICATIONS B GENERAL NOTES WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE: 541-885-7412 OR 800-535-3936 FAX: 541-884-3331 WEB: WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM EXTERIOR STUCCO: MANUFACTURER: MERLEX STUCCO 2911 ORANGE-OLIVE ROAD ORANGE, CA 92865 P: 714.627.1700 COLOR: WHITE, ARCH. TO APPV. APPLICATION: THREE-COAT APPL., SMOOTH 7/8" W/. METAL LATH (DIAMOND OR EQUIV.) WOOD (EAVES): SUPPLIER: TBD TYPE: CLEAR-HEART HARDWOOD, CEDAR, OAK OR AS SEL. ARCH & CLIENT TO APPV. SIZE: TYPICAL EAVES: 1X6 T&G (TYP. EAVES) MASTER BEDROOM EAVES: 2X4 MIXED WITH 1X6 PANELS FINISH: CLEAR SEALANT, SEMI-GLOSS, CORD. W/. ARCH. APPLICATION: TYPICAL EAVEAS: T&G W/. SIMPLE REVEAL (COORD. WITH ARCH.) - SCORE & BACKPRIME MASTER BEDROOM EAVES: 2X4 PIECES SPACED AT 3 1/2" O.C., 1X PANELS IN BEWEEN. (REF. DETLS, ARCH. TO APPV. LAYOUT) EXTERIOR STONE VENEER: MANUFACTURER: TBD STONE TYPE: STACKED LIMESTONE COLOR: CREAM/OFF-WHITE, ARCH. TO APPV. APPLICATION: TIGHT FITTING, APPX. 4" X 36" TILES (ARCH TO APPV. G.C. TO PROVIDE SAMPLE & MOCK-UPS) THICKNESS: 1" -1.5" NOMINAL WEIGHT: LESS THAN 15 LBS. / S.F. METAL PANELS (FASCIA AND SIDING): MANUFACTURER: TBD COLOR: DK. GREY TO MATCH ROOF COLOR. ARCH. TO APPV. FINISH: KYNAR PAINTED ALUM. ACM PANEL - ARCH. TO APPV. SIZING ROOFING: PRODUCT: STANDING SEAM METAL - KYNAR FINISH MFGR: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA. 91710 P: 909.664.1500 COLOR: GRAY - TO BE APPROVED BY ARCH. & OWNER APPLICATION: USE CONTINUOUS 16" OR 18" PANS - VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS. (NO TRANSVERSE SEAMS) CODE: ESR-2048 WEIGHT: APPX. 2 PSF. GUTTERS: MATERIAL: METAL - ALUM. PAINTED KYNAR SHAPE: 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 MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. 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) FOR ALL PLATE HTS. & RIDGE HTS. 12 3 123123 12 3 12 3 123 123 10.30' GARAGE T.O.C. 10.30' GARAGE T.O.C. 11.80' FIRST FLOOR F.F. 11.80' FIRST FLOOR F.F. 22.30' SECOND FLOOR F.F. 22.30' SECOND FLOOR F.F. 31.47' THIRD FLOOR F.F. 31.47' THIRD FLOOR F.F. 38.38' ROOF PLATE 38.38' ROOF PLATE 11.36' GRADE PLANE 35.36' MAX. FLAT 40.36' MAX. HEIGHT 1'-6"10'-6"9'-2"6'-11"40.36' HT. CERT. REQ'D. 25.38' T.R.42" MIN.ABV. F.F.24'-0"29'-0"09.15 05.07 10.01 10.13 09.15 05.07 10.01 10.01 05.02 05.01 05.0209.09 09.09 10.14 6 12 30 PLPL 121 10.30' GARAGE T.O.C. 10.30' GARAGE T.O.C. 11.80' FIRST FLOOR F.F. 11.80' FIRST FLOOR F.F. 22.30' SECOND FLOOR F.F. 22.30' SECOND FLOOR F.F. 31.47' THIRD FLOOR F.F. 31.47' THIRD FLOOR F.F. 38.38' ROOF PLATE 38.38' ROOF PLATE 40.30'40.30' 35.36' T.R. 31.97' 32.69' 34.80'42" MIN.ABV. F.F.42" MIN.ABV. F.F.35.36' MAX. FLAT 40.36' MAX. RIDGE 11.36' GRADE PLANE24'-0"29'-0"09.15 09.15 09.09 09.09 09.09 09.09 05.05 05.06 05.06 05.06 05.02 10.01 10.13 09.09 09.28 09.28 05.07 10.14 6 1 4 24 9 810 25 26 22 3 7 23 PL 12 3123 12 3123 123 123 121 12 1 10.30' GARAGE T.O.C. 10.30' GARAGE T.O.C. 11.80' FIRST FLOOR F.F. 11.80' FIRST FLOOR F.F. 22.30' SECOND FLOOR F.F. 22.30' SECOND FLOOR F.F. 31.47' THIRD FLOOR F.F. 31.47' THIRD FLOOR F.F. 38.38' ROOF PLATE 38.38' ROOF PLATE 1'-6"10'-6"9'-2"6'-11"40.36' HT. CERT. REQ'D. 32.69'32.69' 2 1112 3 PLPL 12 1 10.30' GARAGE T.O.C. 10.30' GARAGE T.O.C. 11.80' FIRST FLOOR F.F. 11.80' FIRST FLOOR F.F. 22.30' SECOND FLOOR F.F. 22.30' SECOND FLOOR F.F. 31.47' THIRD FLOOR F.F. 31.47' THIRD FLOOR F.F. 38.38' ROOF PLATE 38.38' ROOF PLATE 1'-6"10'-6"9'-2"6'-11"11.36' GRADE PLANE 35.36' MAX FLAT. 40.36' MAX. HEIGHT40.30' HT. CERT. REQ'D. 35.36' T.R.HT. CERT. REQ'D. 31.97' 40.30' HT. CERT. REQ'D. 34.09' 32.69' 34.80' 40.36' HT. CERT. REQ'D. 25.38' T.R.42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.24'-0"29'-0"09.09 09.0909.15 09.15 09.09 09.28 10.13 05.07 10.01 05.01 05.02 05.06 09.09 05.06 09.28 05.06 10.14 4 1920 5 5 17 1618 15 28 27 21 PLPL KEYNOTES METALS 05.01 EXPOSED STEEL BEAM SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. 05.02 EXPOSED STEEL COLUMN SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. 05.05 ACM PANEL SIDING REF. MAT. SCHEDULE. ARCH. TO APPV. JOINT AND SEAM LAYOUT 05.06 ACM PANEL FASCIA REF. MAT. SCHEDULE. ARCH. TO APPV. JOINT AND SEAM LAYOUT 05.07 SLANTED ACM PANEL FASCIA REF. DETAILS AND MAT. SCHEDULE. ARCH. TO APPV. JOINT AND SEAM LAYOUT FINISHES 09.09 STUCCO FINISH MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 09.15 STONE VENEER REF. MAT. SCHEDULE SHT. A-4.0 09.28 STANDING SEAM METAL ROOFING REF. MAT. SCHEDULE SHT. A-4.0 SPECIALTIES 10.01 EXTERIOR GLASS GUARDRAIL TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.13 CUSTOM RAILING STAND OFF CAP 10.14 TEMPERED GLASS WINDOW WALL REF. WINDOW WALL SCHEDULE A-7.0 SCALE: 1/4" = 1'-0"2SOUTH ELEVATION SCALE: 1/4" = 1'-0"4WEST ELEVATION SCALE: 1/4" = 1'-0"3NORTH ELEVATION SCALE: 1/4" = 1'-0"1EAST ELEVATION PA2021-013 PAD SCHEDULE 2'-0" SQ. X 24" DEEP PAD W(4)- # 5 E.W. @ BOTTOMP1 2'-6" SQ. X 24" DEEP PAD W(5)- # 5 E.W. @ BOTTOMP2 3'-0" SQ. X 24" DEEP PAD W(6)- # 5 E.W. @ BOTTOMP3 3'-6" SQ. X 24" DEEP PAD W(6)- # 5 E.W. @ BOTTOMP4 4'-0" SQ. X 24" DEEP PAD W(7)- # 5 E.W. @ TOP & BOTTOMP5 4'-6" SQ. X 24" DEEP PAD W(8)- # 5 E.W. @ TOP & BOTTOMP6 5'-0" SQ. X 24" DEEP PAD W(6)- # 6 E.W. @ TOP & BOTTOMP7 6'-0" SQ. X 24" DEEP PAD W(8)- # 6 E.W. @ TOP & BOTTOMP8 7'-0" SQ. X 24" DEEP PAD W(9)- # 6 E.W. @ TOP & BOTTOMP9 3'-6" WIDE X 5'-0" LONG X 24" DEEP PAD W/ #5 @ 8" O.C. E.W. TOP & BOTTOMP10 6'-0" WIDE X 8'-0" LONG X 24" DEEP PAD W/ #5 @ 8" O.C. E.W. TOP & BOTTOMP11 List of work requiring special inspection: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE OVER 2500 psi EXPANSION/ EPOXY ANCHORS STRUCTURAL SHEAR WALLS TYPE NUMBER 2, 3, AND 4. X X X X FIELD WELDINGX HIGH STRENGTH BOLTS (A325)X ANCHOR BOLT SCHEDULE 5/8" DIAMTETER X 12" ANCHOR BOLTS @ 32" O.C.32 5/8" DIAMTETER X 12" ANCHOR BOLTS @ 16" O.C.16 5/8" DIAMTETER X 12" ANCHOR BOLTS @ 8" O.C.8 3/4" DIAMTETER X 12" ANCHOR BOLTS @ 8" O.C. (MIN 3 A.B.'S)8* FOUNDATION NOTES 1. ALL CONTINUOUS EXTERIOR FOOTINGS SHALL HAVE 5/8" DIAMETER X 12" A.B.'S WITH 3" X 3" X 1/4" WASHERS, MIN.7" EMBEDMENT ONTO CONCRETE, AT 48" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED MAX. 12" AWAY FROM THE END OF THE SILL PLATE. MIN (2) A.B.'S PER SILL PLATE PER SHEAR PANEL. 2. ALL INTERIOR WALLS SHALL HAVE HILTI-XU 7/32"Ø X 3 1/2" @ 32" O.C. TO BE INSTALLED WITH ICC NUMBER 2269. ACTUAL SLAB THICKNESS SHALL BE MINIMUM 3-1/2" 3. ALL HOLDOWNS AND POST ANCHORS SHALL BE INSTALLED ACCORDING TO SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF ICC REPORT # 2330 AND SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 4. MIN. CONCRETE WIDTH SHALL BE 8" FOR RECEIVING MPAs. AND HPAHD22s. VERIFY LOCATIONS OF HOLDOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE PROPER AND ACCURATE INSTALLATION. 5. PROVIDE #3X24" DOWEL AT 24" O.C. AND 12" FROM THE CORNER AT ALL CONCRETE STOOP AND PORCHES. 6. PROVIDE MINIMUM (2) #5 REINFORCING BAR AT TOP AND (2) #5 AT BOTTOM FOR ALL CONTINUOUS FOOTING IN ADDITION (1) #4 BAR EXTRA FOR ELECTRICAL GROUND. LOCATION TO BE VERIFIED WITH ELECTRICAL CONTRACTOR. 7. VERIFY MINIMUM FOUNDATION DEPTH, WIDTH,REINFORCING STEEL AND ADDITIONAL EXPANSIVE SOIL REQUIREMENTS WITH VALID SOILS REPORT AND IF ANY MORE RESTRICTIVE THE SHALL SUPERSEDE THE ABOVE MINIMUMS. 8. CONCRETE STRENGTH SHALL BE MINIMUM 4,000 PSI, WATER CEMENT RATIO OF .5 AND TYPE II CEMENT. 9. FOUNDATION DRAWING SHALL REFLECT THE STRUCTURAL REQUIREMENT ONLY. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS NOT SHOWN. ACCURACY OF THE DIMENSIONS AND FINAL FIT OF THE BUILDING SHALL BE REVIEWED BY THE ARCHITECT AND THE CONTRACTOR PRIOR TO CONSTRUCTION. 10. WAITING PERIOD FOR CONCRETE SLAB-ON-GRADE PRIOR TO START OF CONSTRUCTION IS AS FOLLOWS: a. WALK ON SLAB 24 HOURS AFTER CONCRETE HAS BEEN POURED. b. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR. c. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POUR. d. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POUR. 11. THE MAXIMUM SOIL BEARING PRESSURE IS 1,500 PSF., PER SOILS REPORT #BA271.1 PREPARED BY: EGA CONSULTANTS, INC. DATED: 11/17/2020. 12. ALL DIMENSIONS SHOWN ON THE PLANS HAVE BEEN DETERMINED BY THE ARCHITECT 13. FASTNERS FOR PRESERVATIVE-TREATED SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL, SILICON, BRONZE, OR COPPER. 14. SHEAR WALL ANCHOR BOLTS AND HOLDDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. FOUNDATION LEGEND EXTERIOR FOUNDATION INTERIOR FOOTING GRADE BEAM HARDY FRAME NOTES: HARDY FRAMES TO BE INSTALLED AT CENTER WIDTH OF GRADE BEAM ALL REINFORCING STEEL AND TIES FOR HARDY FRAME TO BE 60 KSI STEEL INCLUDING BARS #3,4,5,6HFX SPECIAL INSPECTION NOTE: PER SECTION 1704.1.1,SPECIAL INSPECTION IS REQUIRED FOR HFX ANCHOR PLACEMENT INCLUDING BOLT WASHER ASSEMBLY,EDGE DISTANCE AND END DISTANCE,SHEAR TIES AND REINFORCING BARS HFX STRUCTURAL OBSERVATION NOTE: IN ACCORDANCE WITH DEPARTEMENT POLICY CBC 1710,STRUCTURAL OBSERVATION IS REQUIRED FOR HFX ANCHOR PLACEMENT INCLUDING BOLT WASHER ASSEMBLY,EDGE ISTANCE AND END DISTANCE,SHEAR TIES AND REINFORCING BARS VERIFICATION AND INSPECTION 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2.2, ITEM 2B. 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCRESED OR WHERE STRENGTH DESIGN IS USED. 4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. 5. VERIFY USE OF REQUIRED DESIGN MIX. 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 9. INSPECTION OF PRESTRESSED CONCRETE: A. APPLICATION OF PRESTRESSING FORCES. B. GROUTING OF BONDED PRESTRESSING TEN-DONS IN THE SEISMIC FORCE-RESISTING SYSTEM. 10. ERECTION OF PRECAST CONCRETE MEMBERS 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION __ __ __ __ __ X X __ X X __ __ __ CONTINUOUS X __ X X X __ __ X __ X X X PERIODIC REFERENCE STANDARD ACI 318: 3.5, 7.1-7.7 AWS D1.4 ACI 318: 3.5.2 ACI 318: 8.1.3, 21.2.8 ACI 318: 3.8.6, 8.3.6, 21.2.8ACI 318: CH. 4, 5.2-5.4 ASTMC 172 ASTMC 31 ACI 318: 5.6, 5.8 ACI 318: 5.9, 5.10ACI 318: 5.11-5.13 ACI 318: 18.20 ACI 318: 18.18.4 ACI 318: CH. 16 ACI 318: 6.2 ACI 318: 6.1.1 IBC REFERENCE 1910.4 __ 1908.5, 1909.1 1909.1 1904.2, 1910.2, 1910.3 1910.10 1910.6, 1910.7, 1910.8 19.10.9 __ __ __ __ LOUNGE GREAT ROOM KITCHEN PANTRY DINING ENTRY STAIRS PWDR. ELEV. SAND ROOM 3-CAR GARAGE 15" THK CONC. MAT SLAB W/ #5 @ 12"O.C. EACH WAY TOP & BOTTOM F'c = 4,000 PSI OVER 2" SAND OVER 15 MIL VAPOR BARRIER MEETING (ASTM 1745) WITH ALL LAPS SEALED OVER 4" THICK BASE OF 3/4" GRAVEL 1' - 6" 1' - 6" 1' - 6"1' - 6"9 D1 1 D1 1 D1 1 D1 1 D1 6 D1 11 D1 9 D11 D11 D1 1 D1 12D113 D1 10 D1 5 D1 TYP. @ NON-BR'G WALL 76' - 11"33' - 11 1/2"2' - 0"2' - 0"24" WIDE X 24" DEEP GRADE BEAM W/ (4) #5 TOP & BOTT. & #4 TIES @ 12" O.C., F'c = 4,000 PSI, SPECIAL INSPECTION IS REQUIRED. P4P4P3 2 D1 1' - 6"P2P3 P3 P3 P4 P3 P4P5STEELCOL.P5 STEELCOL.STEELCOL.P5 P5 STEELCOL. S T E E L C O L . 11D1 PROPERTY LINE PROPERTY LINE PROPERTY LINE 12D1 15" THK CONC. MAT SLAB W/ #5 @ 12"O.C. EACH WAY TOP & BOTTOM F'c = 4,000 PSI OVER 2" SAND OVER 15 MIL VAPOR BARRIER MEETING (ASTM 1745) WITH ALL LAPS SEALED OVER 4" THICK BASE OF 3/4" GRAVEL PROJECT DESCRIPTION: 1. THIS PROJECT IS A 3-STORY CUSTOM HOME TO BE BUILT USING MAINLY LIGHT FRAMED WOOD CONSTRUCTION AND SOME STEEL MEMBERS AS REQUIRED PER FINAL DESIGN. 2. THE STRUCTURE TO BE BUILT ON MAT SLAB / GRADE BEAMS . SHEET410 Goddard, Suite # 200Irvine, CA. 92618EMAIL: INFO@FMHENGINEERING.COMTel: 949-245-8000Cell: 310-422-1536OWNERPROJECT LOCATIONNew Custom Home REVISIONS 1. PROJECT S-1FOUNDATION PLANHARVEY RESIDENCE908 W. OCEANFRONT,NEWPORT BEACH, CA.908 W. OCEANFRONT,NEWPORT BEACH, CA.21-001HARVEY RESIDENCE01-12-2021 1/4" = 1'-0"1 S-1 - FOUNDATION PLAN PA2021-013 SHEET PROJECT D-1 24 23 19 18 21 22 17 16 14 13 9 8 12 11 6 7 4 3 2 1 27 26 28 29 53010152025 21-001 NEWPORT BEACH., CA.HARVEY RESIDENCE908 W. OCEANFRONT,NEWPORT BEACH., CA.410 Goddard, Suite # 200Irvine, CA. 92618Tel: 949-245-8000Cell: 310-422-1536EMAIL: INFO@FMHENGINEERING.COMREVISIONSSHEET TITLEPROJECT LOCATIONFOUNDATION DETAILSPROJECT INFORMATIONPROJECT / TITLE NEW CUSTOM HOME 01-12-2021 908 W. OCEANFRONT,EXTERIOR BEARING WALL DETAIL MAT SLAB PER PLAN 3"3"1'-6" 3" CLR3"CLR2X STUD WALL (2) #5 CONT. TOP & BOTT. E.N. F.G. 1:1 SEE PLANSLAB REINFORCEMENT PER PLAN A.B.'s @ 48" O.C. U.N.O ON PLANS. W / 7" EMBEDMENT INTO FIRST POUR 2X OR 3X P.T.D.F. SILL PLATE WITH 5/8" DIAMETERSHEAR PER PLAN #24" MIN.#5 @ 12" O.C. W/ 48" EMBEDMENT INTO SLAB PER FOUNDATION PLANS SLAB UNDERLAYMENT SEE MINIMUM FOUNDATION DEPTH AT HOLDOWN PER DETAIL 3,4&8/D1 4" MAX.(WHERE OCCURS) INTERIOR BEARING WALL DETAIL MAT SLAB PER PLAN 3"3"2:1 (2) #5CONT. BAR TOP. & BOTT.SEE PLAN1'-6" 2X STUD WALL E.N. SHEARPER PLAN # 2:1 #5 @ 12" O.C. W/ 48" EMBEDMENT EACH SIDE INTO SLAB MAT SLAB PER PLAN 3"3"3"3"2:1 (2) #5CONT. BAR TOP. & BOTT. PER PLAN SEE PLAN1'-6" 2X STUD WALL E.N. SHEARPER PLAN #2X OR 3X P.T.D.F. SILL PLATE WITH 5/8" DIAMETER A.B.'s @ 48" O.C. U.N.O. ON PLANS. W/ 7" EMBEDMENT INTO FIRST POUR 2:1 #5 @ 12" O.C. W/ 48" EMBEDMENT EACH SIDE INTO SLAB SLAB REINF. PER FOUNDATION PLANS SLAB UNDERLAYMENT COLD JOINT SLAB SSTB BOLT ANCHOR TYPE de le5" M I N . - REFER TO MFR. SPECS. FOR INSTALLATION TO WOOD MEMBER 21" 25" 1 3/4" 1 3/4" HDU5 HDU8 4X4 4X4 5/8" SSTB24 ANCHOR DIA. AND TYPE HOLDOWN SIMPSON (MIN.) POST de le MIN DIST. TO CORNER - f'c = 2500 psi (U.N.O.) - SEE PLANS FOR HOLDOWN TYPE - DEEPEN FOOTING AS REQUIRED TO ACHIEVE le + 3" COVER - REFER TO MFR. SPECS. FOR INSTALLATION TO WOOD MEMBER - PROVIDE MIN. #4 BAR, 6'-0" LONG, 3" TO 5" FROM THE TOP OF THE FOUNDATION. CENTERED AT "HD" OMIT IF BARS EXISTS AT THIS LOCATION 7/8" SSTB28 5" 5" BASED ON WOOD CAPACITY 5645 6970 12" MIN112" MIN ALLOWABLE TENSION LOADS(LBS) 25"1 3/4"HDU8 4X6 OR 7/8" SSTB28 5"7870 6X6 11 14"MAX.Le-11 1/4"+3" (COVER) MIN. TYP. HOLDOWN INSTALLATION HDU14 6X6 1" DIA. PAB8 15"23" THE FOUNDATION. CENTERED AT "HD" OMIT IF BARS EXISTS AT THIS LOCATION - PROVIDE MIN. #4 BAR, 6'-0" LONG, 3" TO 5" FROM THE TOP OF - REFER TO MFR. SPECS. FOR INSTALLATION TO WOOD MEMBER - DEEPEN FOOTING AS REQUIRED TO ACHIEVE (De+ 3") FOOTING - SEE PLANS FOR HOLDOWN TYPE - f'c = 2500 psi (U.N.O.)De1-3/4" PAB PER TABLE BELOW SLAB dePOST (MIN.) SIMPSON HOLDOWN ANCHOR DIA. AND TYPE 1" DIA. PAB86X6HDU11 HOLDOWN PER PLAN F"F" 12" F 18" HD19 6X6 1 1/4" DIA. PAB10 16"24" NON-BR'G WALL SLAB REINFORCEMENT PER PLAN MAT SLAB PER PLAN HILTI-XU (ICC NUMBER 2269) 7/32" DIA. X 3 1/2" SHOT PINS @ 32" O.C. 2X P.T.D.F. PLATE WITH PLACED 6" AND 10" FROM PLATE ENDS. AND FIRST 2 PINS WITH 14 GAGE WASHERS 2X STUDS @ 16" O.C. MAT SLAB PER PLAN 3"3"PER PLAN 3" CLR3"CLR1:1 SEE PLANSLAB REINFORCEMENT PER PLAN EXTERIOR BEARING WALL DETAIL #5 @ 12" O.C. W/ 48" EMBEDMENT INTO SLAB GRADE BEAM. REINFORCEMENT PER PLAN PER FOUNDATION PLANS SLAB UNDERLAYMENT4" MAX.24" MIN.#4 HOOKS @ 12" O.C. POST PER PLAN SILL PLATE SLAB REINFORCEMENT PER PLAN LeHOLDOWN PER PLAN A307 STEEL ALLTHREAD PER TABLE (2) #6 (48" LONG) EACH WAY DIAGONAL & 3" SQ. X 1/4" THK. PLATE WASHER @ HOLDOWN ALLTHREAD HDU5 HDU8 5/8"Ø HOLDOWN SIMPSON ALLTHREAD(A307) Le 12" 12"7/8"Ø MAT SLAB PER PLAN 3" SQ X 0.25" STEEL PLATE WASHER BTWEEN (2) HEAVY HEX NUTS MAT SLAB PER PLAN MAX. UPLIFT CAPACITY HDU11 12"1"Ø 6000 LBS 8000 LBS 9500 LBS 8" MIN. TOSILL PLATE,10" MAX.TYP. HOLDOWN INSTALLATION - REFER TO MFR. SPECS. FOR INSTALLATION TO WOOD MEMBER 21"1 3/4"HDU5 4X4 5/8" SSTB24 ANCHOR DIA. AND TYPE HOLDOWN SIMPSON (MIN.) POST de le MIN DIST. TO CORNER 5" BASED ON WOOD CAPACITY 5645 ALLOWABLE TENSION LOADS(LBS) 25"1 3/4"HDU8 4X6 OR 7/8" SSTB28 5"7870 6X6 MAT SLAB PER PLAN 3"3"1'-6" 3" CLR3"CLR2X STUD WALL REINFORCEMENT PER E.N.8"MIN.F.G. 1:1 SEE PLANSLAB REINFORCEMENT PER PLAN SHEAR PLAN #24" MIN.MAT SLAB REINFORCEMENT PER DETAIL 1/D1 PER FOUNDATION PLANS SLAB UNDERLAYMENT4" MAX.de DETAIL 1/D1le - f'c = 2500 psi (U.N.O.) - SEE PLANS FOR HOLDOWN TYPE - DEEPEN FOOTING AS REQUIRED TO ACHIEVE le + 3" COVER - REFER TO MFR. SPECS. FOR INSTALLATION TO WOOD MEMBER - PROVIDE MIN. #4 BAR, 6'-0" LONG, 3" TO 5" FROM THE TOP OF THE FOUNDATION. CENTERED AT "HD" OMIT IF BARS EXISTS AT THIS LOCATION 24"1 3/4"HDU11 6X8 1" SB1X30 5" 24"1 3/4"HDU14 6X8 1" SB1X30 5" 11,175 14,445 POST CONNECTION DETAIL MAT SLAB PER PLAN 3"3"1'-6" 3" CLR3"CLR2X STUD WALL (2) #5 CONT. E.N.8"MIN.F.G. 1:1 SEE PLANSLAB REINFORCEMENT PER PLAN EXTERIOR GARAGE DETAIL A.B.'s @ 48" O.C. U.N.O ON PLANS. W / 7" EMBEDMENT INTO FIRST POUR 2X OR 3X P.T.D.F. SILL PLATE WITH 5/8" DIAMETERSHEAR PER PLAN #24" MIN.PERARCH#5 @ 12" O.C. W/ 48" EMBEDMENT INTO SLAB PER FOUNDATION PLANS SLAB UNDERLAYMENT SEE MINIMUM FOUNDATION DEPTH AT HOLDOWN PER DETAIL 3 &4/D1 6" MIN.4" MAX.8" (1) #5 CONT.3"A.B.'s @ 16" O.C. U.N.O. 3X P.T.D.F. SILL PLATE WITH 5/8"Ø X 12" 2'-0" TYP. #5 @ 12" O.C. E.W. #5 @ 12" O.C.3" CLR.TYP.10" CONC. WALLELEVATOR PIT.12"PER MANUFACTURER2'-6" MAX.10" CONC. WALL ELEVATOR PIT DETAIL 10"10" MAT SLAB PER PLAN 3"3"1'-6" 3" CLR 2X STUD WALL (2) #5 CONT. E.N. 1:1 SEE PLANSLAB REINFORCEMENT PER PLAN A.B.'s @ 48" O.C. U.N.O ON PLANS. W / 7" EMBEDMENT INTO FIRST POUR 2X OR 3X P.T.D.F. SILL PLATE WITH 5/8" DIAMETERSHEAR PER PLAN #PERARCHMAT SLAB PER PLAN 3"3"1:1SEE PLAN#5 @ 12" O.C. W/ 48" EMBEDMENT INTO SLAB 48" 48"6" MIN.4" MAX.4" MAX.(WHERE OCCURS) #5 @ 12" O.C. W/ 48" EMBEDMENT INTO SLAB SLAB REINFORCEMENT PER PLAN (2) #5 CONT. OR HARDY FRAMEWHERE OCCURS 1'-6" HOUSE TO GARAGE (1) #5 CONT. 8"3"18" MAXSTEP AT CONCRETE SLAB W/ 18" EMBEDMENT FOR DBL POUR COND. #5 DOWELS @ 24" O.C. INTO EACH WAY #5 CONTINUOUS BAR #5 CONTINUOUS BAR SLAB REINF. PER PLAN MAT SLAB PER PLAN 3"3"1'-6" 3" CLR3"CLR(2) #5 CONT. 1:1 SEE PLANSLAB REINFORCEMENT PER PLAN #5 @ 12" O.C. W/ 48" EMBEDMENT INTO SLAB EXTERIOR BEARING WALL DETAIL 4" MAX.3" CLR (TYP) PER FOUNDATION PLANS SLAB UNDERLAYMENT24" MIN.40 D OR24" MIN.40 D OR24" MIN.40 D OR 24" MIN. ALTERNATE CORNER PIECE ( BAR BENDS OMITTED). FOOTING REINFORMENT. FOUNDATION PER PLANS REINFORCING REBAR @ CORNERS R R 8(d)8(d) °90 BEND °180 BENDBEND 4(d) 2 1/2" MIN.12dWIRE TIE END 48(d) * IN CONCRETE 48(d) MASONRY (U.N.O.) LAP SPLICE R = 3(d) FOR #3 THRU #8 R = 4(d) FOR #9 THRU #11 R = 5(d) FOR #12 THRU #18 TYP. REINFORCING DETAILS * INCREASE LENGTH BY 30% FOR TOP BARS (HORIZONTAL BARS SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW, EXCLUDE WALLS) CLOSED TIE OR HOOP STIRRUP DETAILINGDIMENSION4 " M IN . O R 6( d ) M I N .DETAILINGDIMENSION4" M IN . OR 6 ( d ) M IN . CROSSTIE D = 4(d) FOR #3 THRU #5 D = 6(d) FOR #6 THRU #8 NOTES: - PUT CROSSTIE W/ EACH STIRRUP ALT. 135 BENDS° - ALL BENDS SHALL BE MADE COLD D D 12(d) FOR #6 THRU #86(d) FOR #5 & SMALLER> 3" MIN.6(d)> 3" MIN.PA2021-013