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HomeMy WebLinkAbout20210223_Plans_42x30BRANDON ARCHITECTS DATE T-1.0 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN 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 13 BEACON BAY, NEWPORT BEACH CA 92603 IRWIN 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.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-2/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.9/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: 050 222 11 LOT 13, R.S.B. 9/42-43, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA LOT INFORMATION ZONED: R-2 SITE AREA:4,000 S.F. BUILDABLE AREA: 2,788 S.F. TOTAL ALLOWABLE AREA: 2.0 x 2,788 S.F. = 5,576 S.F. REQ'D. OPEN VOLUME = 2,788 x .15 = 418.2 S.F. (7' - 6" HT. MIN.) OPEN VOLUM PROVIDED = 418.2 + S.F. TOTAL ALOWABLE THIRD FLOOR AREA = 2,788 x .15 = 418.2 S.F. TOTAL LANDSCAPE AREA: EXISTING BUILDING INFORMATION EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED EXISTING S.F. 4,291 S.F.(4 BEDS. TTL.) ZONING INFORMATION REAR SETBACK: 3 FT. FRONT SETBACK: 15 FT. LEFT SETBACK: 3 FT. (HOA 5 FT.) RIGHT SETBACK: 3 FT. (HOA 5 FT.) TRUE NORTH PROJECT NORTH 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 2.POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 3.G.C. TO 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 REVIEW 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 BY G.C. 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) OWNER NANCI IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA 92880 P: 714.743.4545 CIVIL ENGINEER FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST., SUITE 203 HUNTINGTON BEACH, CA 92646 P: 714.963.6793 LANDSCAPE DESIGNER DAVID A. PEDERSEN, INC. 20271 ACACIA ST., STE. 120 NEWPORT BEACH, CA 92660 P: 949.251.8999 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 ESI/FME, INC. FARHAD MANSHADI, LIC. NO. C36840 1800 E. 16TH ST., STE. B SANTA ANA, CA 92701 P: 714.835.2800 F: 714.835.2819 INTERIOR DESIGNER TBD ENERGY CONSULTANT TBD GENERAL CONTRACTOR TBD SURVEYOR APEX LAND SURVEYING, INC. PAUL D. CRAFT, P.L.S. 8512 OXLEY CIRCLE HUNTINGTON BEACH, CA 92646 P: 714.488.5006 E: APEXLSINC@GMAIL.COM GEOTECHNICAL ENGINEER R MCCARTHY CONSULTING, INC. 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.629.2539 THE SUBJECT PROPERTY LOCATED IN NEWPORT BEACH, CA IN AN AREA ALONG THE HARBOR KNOWN AS BEACON BAY. THE LOT IS APPR. 40' WIDE BY 100' DEEP, ZONED R-2 AND APPROX. 4,000 SF. THE PROPERTY INCLUDES AN EXISTING TWO STORY HOME AND GARAGE TO BE DEMOLISHED. CLIENT PROPOSES TO BUILD A NEW 3 STORY SINGLE FAMILY RESIDENCE OF APPRX. 3,934 SQFT AND 712 SF. GARAGE TO BE WOOD FRAMED WITH A SLAB FOUNDATION. THE PROGRAM INCLUDES: LARGE EAT-IN KITCHEN WITH ISLAND, PANTRY, GREAT ROOM WITH FIREPLACE, DINING ROOM, ELEVATOR, PLAYROOM AND POWDER. THE SECOND FLOOR CONSISTS OF A MASTER SUITE, LAUNDRY ROOM, DEN, BUNK ROOM AND 2 SECONDARY BEDROOMS AND THE THIRD FLOOR HAS AN ADDITONAL BATH AND FAMILY ROOM CONNECTING TO THE ROOF TOP DECK. THE MAIN LIVING SPACES WILL BE DESIGNED AROUND THE HARBOR VIEW WITH OPEN INDOOR/OUTDOOR LIVING. THE PROJECT IS OF TRANSITIONAL DESIGN WITH EXTERIOR MATERIALS OF RICH QUALITY AND HIGHLY DURABLE PRODUCTS. THESE INCLUDE BUT ARE NOT LIMITED TO COMPOSITE SIDING, STONE VENEER, WOOD PANELING, AND SHINGLE AND WITH ACCENTS OF METAL ROOFING AND GUTTERS. BUILDING AREA LIVING GARAGE FIRST FLOOR LIVING SECOND FLOOR LIVING THIRD FLOOR LIVING 3-CAR GARAGE 1,534 1,985 415 3,934 sq ft 712 712 sq ft 4,646 sq ft TITLESHEET & GENERAL NOTES SURVEY GRADING LANDSCAPE ARCHITECTURAL SITE PLANS 3D VIEWS PLANS ROOF PLAN EXTERIOR ELEVATIONS STRUCTURAL T-1.0 T-1.1 T-1.2 SUR C2 C4 L-2 L-3 A-0.1 A-1.0 A-2.2 A-2.3 A-3.0 A-4.0 A-4.1 S1 FD1 TITLE SHEET ARCHITECTURAL GENERAL NOTES SUPPLEMENTAL DOCUMENTS & NOTES TOPOGRAPHIC SURVEY PRECISE GRADING PLAN EROSION CONTROL PLAN CONSTRUCTION PLAN CONSTRUCTION DETAILS ARCHITECTURAL SITE PLAN & GRADE PLANE EXIHIBIT 3D VIEWS FIRST & SECOND FLOOR PLAN THIRD FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS FOUNDATION PLAN FOUNDATION DETAILS PA2021-036 BRANDON ARCHITECTS DATE T-1.1 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN 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. & 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 ABBREVIATIONS 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: NANCY IRWIN ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., CAILTLIN SMITH 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. PA2021-036 BRANDON ARCHITECTS DATE T-1.2 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN 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 PA2021-036 N90°00'00"E 40.02'N00°00'00"E 100.00'N00°00'44"E 100.00'N90°00'00"E 40.00' BEACON BAYCLLOT 13R.S.B. 9/42-43LOT 14LOT 12BASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE U.S. BULKHEADLINE HAVING A BEARING OF N90°00'00"E PER RS NO. 2015-1249, R.S.B. 296/22.VICINITY MAPBENCHMARK INFORMATION13 BEACON BAY NEWPORT BEACH, CA 92660 (APN: 988-880-47) TOPOGRAPHIC MAP 1 1TITLE REPORT/EASEMENT NOTES13 BEACON BAYNEWPORT BEACH, CA 92660(APN: 988-880-47)NO TITLE REPORT PROVIDEDLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:LOT 13 AS PER MAP RECORDED IN R.S.B. 9, PAGES 42-43, INTHE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.LCEXISTING ELEVATIONLEGEND( )ACASPHALT PAVEMENTFOUND MONUMENTSEARCHED, FOUND NOTHING; SETNOTHINGFSFINISHED SURFACEFFGFINISHED FLOOR GARAGECONCRETE SURFACET.B.M.TEMPORARY BENCHMARKSET ON A WATER METER (WM)ELEVATION = 9.70 FEETHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/20STATEOFCALI FOR N IA PAUL DOMINICKCRAFTExp. 12/31/20No. 8516PROFESSI ONALLANDSURVEYORFFFINISHED FLOORWATER METERWMGAS METERGMCENTERLINEPAPLANTER AREAGRAPHIC SCALESURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBLOCK WALLBRICK SURFACENGNATURAL GROUNDBENCHMARK NO: NB4-39-77DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "NB4-39-77", SET IN THE NORTHEAST CORNER OF A 4.3 FT.BY 4.8 FT. CONCRETE CATCH BASIN. MONUMENT ISLOCATED IN THE SOUTHEAST CORNER OF THEINTERSECTION OF BAYSIDE DRIVE AND HARBORISLAND DRIVE, 64.6 FT. EASTERLY OF THECENTERLINE OF HARBOR ISLAND DRIVE AND 38 FT.SOUTHERLY OF THE CENTERLINE OF BAYSIDEDRIVE. MONUMENT IS SET LEVEL WITH THESIDEWALK.ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED 2011EPBELECTRICAL PULL BOXSCO SEWER CLEAN OUTSLSTREET LIGHTTFTOP OF FENCETPBTELEPHONE PULL BOXTWTOP OF WALLWATERPA2021-036 PA2021-036 PA2021-036 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH CONCRETE SIDE YARD UP GREAT ROOM DINING KITCHEN PLAYROOM PANTRY PWDR. STAIRS FOYER 3-CAR GARAGE ELEV. BATH #6 LAUNDRY BEACON BAY ENTRY +9.99' +9.99'W.M.CONSTRUCTIONPLAN2 EXISTING PROPERTY LINE WALL, PROTECT IN PLACE. CARVED STONE FOUNTAIN FEATURE ±24" HIGH. FOUNTAIN PROVIDED BY OWNER - CONTRACTOR SHALL INSTALL AND PROVIDE POWER AND FOUNTAIN FILL VALVE. COLORED CONCRETE SIDE YARD WITH CONTROL JOINTS AS SHOWN AND EXPANSION JOINT AT BASE OF HOUSE. TOP CAST #3 FINISH. PAVER STEPPING PADS WITH 4 INCH CONCRETE BASE, ALLOW ±6" BETWEEN EACH FOR PLANTING. CONSTRUCTION BID ITEMS: CONTRACTOR SHALL PROVIDE AN ITEMIZED BID COST FOR EACH OF THE FOLLOWING. 1 2 3 4 5 6 7 GENERAL: CONTRACTOR SHALL PROVIDE DECK-O-SEAL EXPANSION MASTIC (COLOR TO MATCH ADJACENT HARDSCAPE , FINISHED WITH SILICA SAND AS EXPANSION JOINTS. EXPANSION JOINTS SHALL OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS, AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND / OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16 FT. O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. ALL INSIDES OF ALL RAISED PLANTERS / RETAINING WALLS SHALL RECEIVE THOROSEAL WATERPROOFING PER MANUFACTURES SPEC. CONTRACTOR SHALL CONSULT OWNER IN REGARDS TO OUTDOOR SPEAKER LOCATION. AND PROVIDE SEPARATE BID FOR RUNNING SPEAKER WIRE IN PVC SCH 80 CONDUIT AND WIRE TO EACH LOCATION. CONTRACTOR SHALL PROVIDE OWNER AS BUILT DRAWINGS FOR ALL UNDERGROUND UTILITIES - IRRIGATION WIRES, ANY SPEAKER WIRES AND OR GAS LINES. ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. ALL DOWNSPOUTS SHALL BE CONNECTED TO THE LOT DRAINAGE SYSTEM. SEE DRAINAGE PLAN CONTRACTOR SHALL BE IN CHARGE OF PROCESSING ALL PERMITS WHERE NEEDED. POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREE-STANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR HIS OR HER AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. MASONRY CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. FINISH SURFACE OF CONCRETE OR HARDSCAPE SURFACE TO BE A 3" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. CHECK WITH GOVERNING CODES FOR REQUIREMENTS AND COMPLY WITH IF DIFFERENT. STEP TREADS TO BE 12" WIDE MINIMUM. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. COLORED 6" THICK CONCRETE DRIVE W/ TRAWLED CONTROL JOINTS AND STONE BAND AS SHOWN. TOP CAST #3 FINISH. GENERAL NOTES AND SPECIFICATIONS 1. GENERAL NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE OWNER AND OWNERS' REPRESENTATIVES SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HIS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR HIS REPRESENTATIVE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO COMMENCING ANY EXCAVATION. 2. CONCRETE AND REINFORCING STEEL: CEMENT FOR CONCRETE SHALL BE A STANDARD BRAND MEETING THE REQUIREMENTS FOR TYPE V CEMENT OF ASTM SPECIFICATIONS C-150 "PORTLAND CEMENT". MINIMUM COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 2,500 PSI IN 28 DAYS. 6 SACK MIX WITH A 5" MAX. SLUMP. AT A MINIMUM THICKNESS OF FOUR INCHES OVER 1" SAND BASE AND 90% COMPACTED NATIVE SOIL. (DRIVEWAY MIN. THICKNESS OF 6 INCHES) THE LARGEST PRACTICAL SIZE OF COARSE AGGREGATE UP TO 1/2" SHALL BE USED IN THE CONCRETE . MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS: CONCRETE PLACED AGAINST EARTH...3" CONCRETE PLACED AGAINST FORMS EXPOSED TO EARTH.. 2" SLABS..1 1/2" ALL REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A-615 - GRADE 40. ALL BARS AT SPLICES IN CONCRETE SHALL LAP AS FOLLOWS: GRADE 40 IS 40 DIAMETER LAP. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE PLACING THE CONCRETE. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED STEEL WIRE. BARS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS. WIRE FABRIC SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR WELD WIRE FABRIC FOR CONCRETE REINFORCEMENT", "ASTM A-185-64". ALL CONCRETE WORK SHALL RECEIVE 1/2" "FIBERMIX STEALTH MULTIFILAMENT FIBERS" AT 2 LBS. PER CU. YD. ALL CONCRETE FLAT WORK AND OR STONE SUB-BASE SHALL RECEIVE NO. 3 BAR AT 18 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE FLAT WORK SHALL RECEIVE NO. 4 BAR AT 12 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE SHALL BE A MINIMUM THICKNESS OF 6 INCHES. ALL CONCRETE SHALL BE UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF A PLASTIC FILM (TEN MIL POLYVINYL CHLORIDE OR EQUIVALENT) AT A MINIMUM. THE VAPOR BARRIER SHOULD BE PROPERLY LAPPED AND SEALED. SINCE THE VAPOR BARRIER WILL PREVENT MOISTURE FROM DRAINING FROM FRESH CONCRETE, A BETTER CONCRETE FINISH CAN USUALLY BE OBTAINED IF AT LEAST TWO INCHES OF SAND IS SPREAD OVER THE VAPOR BARRIER PRIOR TO PLACEMENT OF CONCRETE. 3. MASONRY: UNIT MASONRY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-90 GRADE N. MINIMUM COMPRESSIVE STRENGTH SHALL BE FOR THE GROSS SECTION OF BLOCK. CEMENT FOR MASONRY MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150 "PORTLAND CEMENT", TYPE 1. MORTAR SHALL BE 1:3 1/2 CEMENT AND SAND MIX WITH 1/4 PART APPROVED HYDRATED LIME OR LIME PUTTY, TYPE M OR S. GROUT SHALL BE 1:3:2 CEMENT, SAND, AND 3/8" PEA GRAVEL MIX WITH A SLUMP OF 8" TO 11". DRYPACK SHALL BE 1:3 CEMENT AND SAND MIX. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE PERFORMED BARS CONFORMING TO ASTM A-615, GRADE 40. REINFORCING STEEL SHALL BE LOCATED AT THE CENTER OF THE WALL UNLESS OTHERWISE NOTED ON THE PLANS, I.E. RETAINING WALLS. SPLICES OF REINFORCING STEEL SHALL LAP 40 DIAMETERS OR 2'-0" MINIMUM. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY ANCHORED IN PLACE PRIOR TO GROUT. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. PAVER HARDSCAPE WITH 4 INCH CONCRETE BASE, SLOPE PER CIVIL PLAN. 5 FT. WOOD GATE, PAINTED WHITE TO MATCH HOUSE TRIM. 1 2 3 45 5 6 6 7 7 7 LANDSCAPE ARCHITECTURAL PLANS FORNANCY AND STEVE IRWIN 13 BEACON BAY • NEWPORT BEACH, CA 92660PH. (714) 743-4545nanciirwin@aol.comDATE: DRAWN BY:D.P. 2-11-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R ESHEET NO. OF - 9 L- PA2021-036 CONSTRUCTIONDETAILS3NOTE: ALL WOOD TO BE CLEAR D.F. PRIME AND PAINT TO MATCH HOUSE (VERIFY COLOR WITH OWNER). PROVIDE COPPER CAP 3'-0" MIN. VERIFY W/ ON SITE SEE CONSTRUCTION PLANWHITE WOOD GATE ELEVATION FROSTED GLASS 1. TOOLED OR SAWCUT CONTROL JOINT - MIN. 1/8" WIDE x 1/3 DEPTH OF CONCRETE WHERE SHOWN ON PLAN. 2. CONCRETE PAVING AND OR CONCRETE SUB-BASE FOR STONE, BRICK ETC.. - SEE PLAN 3.THICKENED EDGE 8" THICK FOR WALKING SURFACES, 10" THICK FOR DRIVEWAY. 4. REBAR PER CONSTRUCTION PLAN. 5.FINISH LANDSCAPE GRADING. NOTE: MAINTAIN 3" CLEAR BETWEEN REBAR AND EARTH. 2" MIN. PROVIDE SAND BED AND / OR BASE MIX OVER COMPACTED 90% SUBGRADE. 12" MIN. TYPICAL HARDSCAPE THICKENED EDGE 1 23 45 3" MIN. 6" MAX 4"1 2 3 4 5 1. 4" CONCRETE PAD W/ STONES OR PAVERS ON TOP 2. FINISH GRADE 3. SUB-BASE MATERIAL REFER TO SPECIFICATIONS 4. COMPACTED SUBGRADE 5. DECORATIVE ROCK, TURF OR GROUNDCOVER (SEE FINISH SCHEDULE OR PLANTING PLAN) STONE STEPPING PADS 1/4"1" SAW CUT1/4" R. CONTROL JOINT / SAW CUT DETAIL 1. SIDE OF HOUSE 2. WEEP SCREED 3. HARDSCAPE SURFACE. 4. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND 5. 3/ 8" POLYFELT FOAM EXPANSION. 6. COMPACTED SOIL FOR HARDSCAPE TYPE, SEE CONSTRUCTION PLAN. EXPANSION JOINT AT HOUSE 3/8" 1/4" R.4"MIN1"MIN1 2 3 4 5 6 1. FLOAT VALVE 2. FLOW CONTROL UNIT 3. FLEXIBLE PVC PIPE. 4. PUMP W/ CORD. SIZE AS REQUIRED. 5. UNION 6. OVERFLOW, PLUMB TO DRAIN SYSTEM 7. SUPPLY LINE. SIZE AS REQUIRED 8. RETURN LINE 3 X SIZE OF SUPPLY LINE. 9. DIRECT BURIAL PLASTIC BASIN WITH LID. 10. CONNECT PUMP TO GFCI CIRCUIT 11. PLUMB TO STATIC POTABLE WATER SOURCE. ENSURE SOURCE IS ISOLATED FROM DOMESTIC WATER BY RP BACKFLOW 1 2 3 4 5 6 7 8 9 10 11 TYPICAL FOUNTAIN PUMP INSTALLATION LANDSCAPE ARCHITECTURAL PLANS FORNANCY AND STEVE IRWIN 13 BEACON BAY • NEWPORT BEACH, CA 92660PH. (714) 743-4545nanciirwin@aol.comDATE: DRAWN BY:D.P. 2-11-21 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R ESHEET NO. OF - 9 L- PA2021-036 BRANDON ARCHITECTS DATE A-0.1 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN RESIDENCEARCHITECTURAL SITE PLAN & GRADE PLANE EXIHIBIT 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 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 UP 02.01 28.56'CLR.21.25' CLR. 16.00'4.66'F.O.F.4.94'F.O.F.3.00'S.Y.S.B.15.00' F.Y.S.B.5.00'F.O.F.4.03'F.O.F.5.01'F.O.F.5.01'F.O.F.5.87'F.O.F.5.13'F.O.F.3.00'F.O.F. 3.00'R.Y.S.B.5.12'F.O.F.5.00'F.O.F.15.00'F.O.F.28.56'CLR.21.25'CLR.5.00'F.O.F.3.86'F.O.F.4.15'F.O.F.3.00'S.Y.S.B.3.00'S.Y.S.B.+10.38' +10.38' 16.53 T.F. (E) 9.50 F.S. 16.22 T.W.(E) 9.78 F.S. 01.01 01.04 01.04 01.02 01.03 02.37 02.28 02.34 02.35 02.39 02.01 02.01 01.01 01.01 01.01 02.06 02.06 02.18 02.02 32.08 32.0232.02 32.03 32.03 32.0332.02 32.06 32.06 32.22 32.22 02.18 02.17 02.17 SLOPE PER CIVIL ENCROACHMENT PERMIT AGREEMENT IS REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY 9.36 FS 9.50 FS 9.84 FS 9.68 FS 38.38/4 =9.595 ~9.60OUTDOOR LOUNGE GREAT ROOM DINING KITCHEN PLAYROOM PANTRY PWDR. STAIRS FOYER COURTYARD 3-CAR GARAGE ELEV. BATH #6 LAUNDRY SIDE YARD BEACON BAY ENTRY 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 PT.1 9.36' FS PT.2 9.50' FS PT.3 9.84' FS PT.4 9.68' FS 9.36 FS 9.50 FS 9.84 FS 9.68 FS 38.38/4 =9.595 ~9.60 KEYNOTES GENERAL NOTES 01.01 PROPERTY LINE 01.02 REAR YARD SETBACK 01.03 FRONT YARD SETBACK 01.04 SIDE YARD SETBACK EXISTING CONDITIONS 02.01 FOOTPRINT OF EXISTING STRUCTURE TO BE REMOVED 02.02 CENTERLINE OF STREET 02.06 EXISTING STRUCTURE NOT A PART 02.17 (E.) PROPERTY LINE WALL 6' TALL, PROTECT IN PLACE - REF. SURVEY 02.18 (E.) PROPERTY LINE FENCE 7' TALL, PROTECT IN PLACE - REF. SURVEY 02.28 (E.) GAS METER LOCATION TO BE RELOCATED REF. SURVEY & CIVIL DWGS. 02.34 (E.) STREET LIGHT REF. SURVEY & CIVIL DWGS. 02.35 (E.) TELEPHONE BOX LOCATION REF. SURVEY & CIVIL DWGS. 02.37 (E.) WATER METER LOCATION REF. SURVEY & CIVIL DWGS. 02.39 (E.) ELECTRICAL PULL BOX REF. SURVEY & CIVIL DWGS. EXTERIOR IMPROVEMENTS 32.02 (N.) HARDSCAPE CONCRETE SIDE YARD, REF. LAND. DWGS. 32.03 (N.) HARDSCAPE STONE PAVERS (AS SELECTED), REF. LAND. DWGS. 32.06 PLANTED AREA COORDINATE WITH LANDSCAPE DESIGNER 32.08 TRASH LOCATION SCREEN FROM STREET AS NEEDED 32.22 (N.) WOOD GATE AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) - REF. LAND. SCALE: 3/16" = 1'-0"1ARCHITECTURAL SITE PLAN SCALE: 1/8" = 1'-0"2GRADE PLANE EXHIBIT PA2021-036 BRANDON ARCHITECTS DATE A-1.0 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN 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"1SOUTHEAST AXONOMETRIC SCALE: 1/8" = 1'-0"2SOUTHWEST AXOMOMETRIC SCALE: 1/8" = 1'-0"3NORTHEAST AXOMOMETRIC SCALE: 1/8" = 1'-0"4NORTHWEST AXOMOMETRIC PA2021-036 BRANDON ARCHITECTS DATE A-2.2 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN RESIDENCEFIRST & SECOND 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 UP 16R x 7 1/2"0 1 5 5 2 2 2 2 0 8 48 2 5 3 8'-6"6'-0"7 33 9 3 5 66 (OPEN TO ABV.)DRIVE WAYMECH.3'-0"S.Y.S.B.3'-0"S.Y.S.B.3'-0"R.Y.S.B. 15'-0"F.Y.S.B. 81'-8"15'-2"3'-2"5'-2"29'-8"5'-2 1/8"5'-2"29'-8"5'-2"15'-2"81'-8"3'-2" +10.38' FIRST FLOOR F.F. 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 1 A-4.1 2 A-4.0 2 A-4.1 1 A-4.0 01.01 02.01 02.01 02.01 01.04 01.04 01.02 01.03 01.01 01.01 01.01 03.05 06.26 06.34 06.46 11.09 23.01 11.06 11.06 06.45 06.45 11.04 22.10 06.41 34.01 08.08 08.08 06.30 22.06 11.13 06.4106.30 06.42 08.02 08.0108.01 10.07 10.06 11.18 11.32 03.04 03.06 14.01 12.01 SLOPE PER CIVIL SLOPE PER CIVIL 9.36 FS 9.50 FS 9.84 FS 9.68 FS 38.38/4 =9.595 ~9.60 OUTDOOR LOUNGE GREAT ROOM DINING KITCHEN PLAYROOM PANTRY PWDR. STAIRS FOYER COURTYARD 3-CAR GARAGE ELEV. BATH #6 LAUNDRY SIDE YARD BEACON BAY ENTRY 4 16R x 7 1/2"UP 16R x 6 3/4"UP2R x 6" 55 2 5 9 7 55555 5 5 2 2 12 5 5 55 43 6 5 4 5 5 6 9 2 1 1 1 33 4 5 2 4 555 (OPEN TO BLW. & ABV.) ROOF BLW.ROOF BLW.PLANTER PLANTER ROOF ABV.1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 1 A-4.1 2 A-4.0 2 A-4.1 1 A-4.03'-0"S.Y.S.B.3'-0"S.Y.S.B.3'-0"R.Y.S.B. 15'-0" F.Y.S.B. 11"F.O.F.4'-10 1/4"F.O.F.4'-10"F.O.F.2'-3 1/2"F.O.F.5'-2 1/8"29'-8"5'-2"5'-2"29'-8"5'-2"15'-1 1/2"79'-4"5'-6 1/2" 18'-1 1/8"78'-8 7/8"3'-2"4'-6 1/2"F.O.F.+19.88' SECOND FLOOR F.F.+20.88'MASTER BEDROOM F.F. 01.03 01.02 01.04 01.04 01.01 01.01 01.01 01.01 12.01 06.38 06.38 06.38 06.29 06.45 06.45 22.0503.05 22.05 03.05 22.05 03.05 22.05 14.01 03.05 22.05 22.08 22.08 22.08 22.08 06.45 06.45 22.04 11.18 12.01 11.04 22.10 10.07 10.05 10.06 10.07 06.16 09.29 09.29 22.18 9:12 1.5:12 MASTER BEDROOM BEDROOM #2 BEDROOM #3 BUNK ROOM DEN MASTER BATH BATH #2 BATH #4 BATH #3 LAUNDRY MASTER WIC W/C. ELEV. 24'-6 1/8"F.O.F.09.29 9:12COURTYARD BELOW STAIRS KEYNOTES GENERAL NOTES 01.01 PROPERTY LINE 01.02 REAR YARD SETBACK 01.03 FRONT YARD SETBACK 01.04 SIDE YARD SETBACK EXISTING CONDITIONS 02.01 FOOTPRINT OF EXISTING STRUCTURE TO BE REMOVED CONCRETE 03.04 DEPRESSED SLAB/STRUCTURE FOR FIREPLACE COORD. WITH MFG'R. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 03.05 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 03.06 DEPRESSED SLAB FOR ELEVATOR 12". COORD. WITH ELEVATOR MFG. & G.C., REF. STRUCT. DRAWINGS WOOD, PLASTICS, & COMPOSITES 06.16 WOOD TRELLIS PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 06.26 BASE CABINET SINK UNIT, BUILT-IN, FINISH AS SEL. 06.29 CLOSET ISLAND CUSTOM PER INTERIOR DESIGNER 06.30 COUNTERTOP AS SELECTED 06.34 KITCHEN ISLAND BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE W/. I.D. & OWNER 06.38 BUILT-IN CLOSET CUSTOM PER INTERIOR DESIGNER 06.41 TALL CABINET BUILT-IN, FINISH AS SEL. 06.42 UPPER 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 OPENINGS 08.01 1-1/2" MAX. STEP AT OUT SWING DOORS (R311.3.1) 08.02 7 3/4" STEP AT IN SWING DOORS (R311.3.1.) 08.08 GARAGE DOOR CUSTOM BUILT, REF. SCHED.- ARCH TO APPV. SHOP DWGS. PRIOR TO FAB. FINISHES 09.29 WOOD SHINGLE ROOFING REF. MAT. SCHEDULE SHT. A-4.0 SPECIALTIES 10.05 INTERIOR GUARDRAIL MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.06 INTERIOR STAIR MOUNTED HANDRAIL 34"-38" ABV. NOSING, 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 EQUIPMENT 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) 11.06 FREEZER 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 11.13 TRASH COMPACTOR VERIFY APPLIANCE W/. OWNER 11.18 FIREPLACE PREFABRICATED, GAS ONLY, MAJESTIC [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.) 11.32 WATER HEATER TANK-LESS (ON DEMAND) WALL-MOUNT +48"" MIN., 'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/. MFG. (PROVIDE ADEQUATE N.G. CONN.) 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 22.04 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 22.18 GUTTER ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. HEATING VENTILATING & AIR CONDITIONING 23.01 EXHAUST FAN W/. DUCT MIN. 50 CFM 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 PA2021-036 BRANDON ARCHITECTS DATE A-2.3 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN RESIDENCETHIRD 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.16R x 6 3/4"2R x 7" 4 4 5 5 4 4 4 4 4 4 MECH. (OPEN TO BLW.) 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 1 A-4.1 2 A-4.0 2 A-4.1 1 A-4.03'-0"S.Y.S.B.3'-0"S.Y.S.B.3'-0"R.Y.S.B. 15'-0"F.Y.S.B. 14'-7 1/2"6"4'-10"F.O.F.4"14'-10"F.O.F. 4"4"4'-10 1/8"F.O.F.6"9"4'-5"F.O.F.6"2'-8" F.O.F.4'-8"F.O.F.6"9"4'-9 1/2" F.O.F. 6"5'-2"28'-11 1/8"5'-11"51'-11 1/2"16'-1 3/4"31'-10 3/4"5'-10 7/8"28'-11 1/8"5'-2"51'-11 1/2"27'-6 3/4"20'-5 3/4" +28.88'THIRD FLOOR F.F. +30.05'VIEW DECK F.F. +35.14' +34.93' 01.01 01.04 01.04 01.03 01.02 01.01 01.01 01.01 10.0710.05 03.05 22.05 06.45 22.08 12.0111.01 33.04 26.42 14.01 10.07 33.55' HT. CERT. REQ'D. 11.29 11.30 09.29 09.29 09.29 09.29 09.29 09.28 13.01 09.25 9:129:12 9:129:123:124:124:12 4:129:129:12ELEV. BATH #5 FAMILY ROOM STAIRS VIEW DECK SPA +33.57' +32.84' 33.55' HT. CERT. REQ'D. 33.55' HT. CERT. REQ'D. 10.01 KEYNOTES GENERAL NOTES 01.01 PROPERTY LINE 01.02 REAR YARD SETBACK 01.03 FRONT YARD SETBACK 01.04 SIDE YARD SETBACK CONCRETE 03.05 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. WOOD, PLASTICS, & COMPOSITES 06.45 VANITY CASEWORK SINK, BASE CABINET AND COUNTER - VERIFY SIZE W/. I.D. & OWNER FINISHES 09.25 WATERPROOF MEMBRANE REF. MAT. SCHEDULE A-4.0 09.28 STANDING SEAM METAL ROOFING REF. MAT. SCHEDULE SHT. A-4.0 09.29 WOOD SHINGLE 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 10.05 INTERIOR 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 EQUIPMENT 11.01 FIREPIT PROVIDE GAS STUB-OUT, REF. LAND. DWGS., VERIFY W/. OWNER 11.29 CHIMNEY CAP/SPARK ARRESTOR AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 11.30 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN 3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) FURNISHINGS 12.01 FURNISHINGS AS SELECTED SPECIAL CONSTRUCTION 13.01 CRICKET 2% MIN 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 22.05 SHOWER PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) 22.08 TOILET MIN. 24" CLR. IN FRONT, MIN. 30"" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. ELECTRICAL 26.42 PROVIDE POWER FOR POOL/SPA EQUIPMENT G.C. TO VERIFY LOC'N., REF. LAND. DWGS. UTILITIES 33.04 PROVIDE GAS STUB-OUT OWNER, ARCH TO VERIFY LOCATION SCALE: 1/4" = 1'-0"1THIRD LEVEL FLOOR PLAN PA2021-036 BRANDON ARCHITECTS DATE A-3.0 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN 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) 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 1 A-4.1 2 A-4.0 2 A-4.1 1 A-4.03'-0"S.Y.S.B.3'-0"S.Y.S.B.15'-0"F.Y.S.B. 3'-0"R.Y.S.B.4'-10"F.O.F.4"4"5'-7"F.O.F.4'-10"F.O.F.4"4" 20'-1 3/4"F.O.F. 24'-7 3/4"F.O.F. 4" 51'-7 1/2"F.O.F. +38.52' HT. CERT. REQ'D. +38.03' HT. CERT. REQ'D. +38.31' HT. CERT. REQ'D. +38.34' HT. CERT. REQ'D. 01.01 01.01 01.01 01.01 01.04 01.04 01.03 3:12 3:12 3:123:123:123:123:123:1209.29 22.18 22.18 22.18 22.18 ROOF PLATE ROOF PLATE ROOF PLATE +6" ROOF PLATE +6" 09.28 09.28 09.28 SEE FLOOR BELOW SEE FLOOR BELOW KEYNOTES GENERAL NOTES 01.01 PROPERTY LINE 01.03 FRONT YARD SETBACK 01.04 SIDE YARD SETBACK FINISHES 09.28 STANDING SEAM METAL ROOFING REF. MAT. SCHEDULE SHT. A-4.0 09.29 WOOD SHINGLE ROOFING REF. MAT. SCHEDULE SHT. A-4.0 PLUMBING 22.18 GUTTER ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. SCALE: 1/4" = 1'-0"1ROOF PLAN PA2021-036 BRANDON ARCHITECTS DATE A-4.0 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN 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 HORIZONTAL CEMENT BASED WOOD SIDING: MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 P: 909.356.6366 COLOR: ARCTIC WHITE APPLICATION: ARTISAN LAP SIDING 4" (SMOOTH) W/. MITERED CORNER CODE: ICC # ESR-2290 VERTICAL WOOD SIDING: PRODUCT: WESTERN RED CEDAR MANUFACTURE: REALCEDAR/TBD APPLICATION: 1X6" LAP/CHANNEL SIDING, 1/4" REVEAL W/. SQUARE EDGE, ARCH. TO APPV. FINISH: PAINT & STAIN PER MANUFACTURE, ARCH. TO APPV. COLOR: WHITE CODE: INSTALL PER MFGR. AND R703.5.1 BRICK VENEER: PRODUCT: RECLAIMED BRICK SAWN VENEER COLOR: LIGHT TAN, ARCH. TO APPV. APPLICATION: MODULAR BRICK COURSE PER ELEVATION - REF. DTL. 8/AD-1 THICKNESS: 1" WEIGHT: <8.5 PSF SHINGLE ROOFING: PRODUCT: WOOD SHINGLE - FIRE RATED MFGR: TBD COLOR: NATURAL APPLICATION: CLOSED VALLEY W/. MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS 'A' ASSEMBLY ICC # ESR-1410 WEIGHT: N/A. METAL ROOFING: PRODUCT: STANDING SEAM METAL ROOFING, ULTRA-COOL, CB-150 MFGR: CUSTOM-BILT METALS COLOR: COLD TOWN GRAY, TO BE APPROVED BY ARCH. & OWNER NOTE: VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS (NO TRANSVERSE SEAMS) CODE: CLASS 'A' ASSEMBLY ICC # ESR-2048 WEIGHT: APPX. 2 PSF. GUTTERS: MFGR: CUSTOM-BILT. METAL MATERIAL: COPPER OR GALVANIZED STEEL WITH DURA COAT FINISH COLOR: WEATHERED COPPER - ARCH TO APPV. PROFILE: HALF ROUND (5") (VERIFY W/. ARCH.) APPLICATION: INSTALL PER MFGR. GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS WEB: WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR: 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 3123123123 12 9 12 9 10.38' FIRST FLOOR F.F. 10.38' FIRST FLOOR F.F. 19.88' SECOND FLOOR F.F. 19.88' SECOND FLOOR F.F. 28.88' THIRD FLOOR F.F. 28.88' THIRD FLOOR F.F. 35.88' ROOF PLATE 35.88' ROOF PLATE 9'-6"9'-0"7'-0"9'-6"9'-0"7'-0"35.14'34.93' 22.18 22.17 09.20 09.21 38.52' HT. CERT. REQ'D.38.36' HT. CERT. REQ'D. 38.08' HT. CERT. REQ'D. 09.28 38.60' MAX. RIDGE 9.60' GRADE PLANE 33.60' MAX. FLAT 09.29 09.14 P.L.P.L. 12 9 12 9 12 3123 10.38' FIRST FLOOR F.F. 10.38' FIRST FLOOR F.F. 19.88' SECOND FLOOR F.F. 19.88' SECOND FLOOR F.F. 28.88' THIRD FLOOR F.F. 28.88' THIRD FLOOR F.F. 35.88' ROOF PLATE 35.88' ROOF PLATE 32.84' 33.57'2'-0"MIN.1'-0"MAX.38.60' MAX. RIDGE 9.60' GRADE PLANE 33.60' MAX. FLAT 38.52' HT. CERT. REQ'D. 33.55' HT. CERT. REQ'D. 09.29 09.29 09.29 22.17 09.21 10.01 11.29 11.30 09.22 09.22 09.20 09.14 09.14 09.21 P.L.P.L. 22.18 KEYNOTES FINISHES 09.14 BRICK VENEER REF. MAT. SCHEDULE SHT. A-4.0 09.20 HORIZONTAL WOOD SIDING FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 09.21 VERTICAL WOOD SIDING FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 09.22 WOOD PANEL SIDING EXT. GRADE MDX, PAINT AS SEL., REF. MATERIAL SCHEDULE SHT. A-4.0 09.28 STANDING SEAM METAL ROOFING REF. MAT. SCHEDULE SHT. A-4.0 09.29 WOOD SHINGLE 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 EQUIPMENT 11.29 CHIMNEY CAP/SPARK ARRESTOR AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 11.30 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN 3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) PLUMBING 22.17 DOWNSPOUT ALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 22.18 GUTTER ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. SCALE: 1/4" = 1'-0"1NORTH ELEVATION SCALE: 1/4" = 1'-0"2SOUTH ELEVATION PA2021-036 BRANDON ARCHITECTS DATE A-4.1 PROJECT CONTACT CAILTLIN SMITH PROJECT NAME PROJECT ADDRESS 13 BEACON BAY NEWPORT BEACH, CA 92603 OWNER INFORMATION NANCY IRWIN 19450 COUNTRY WOOD YORBA LINDA, CA PROJECT STATUS CDP PLAN CHECK NO. 202042 REVISIONS NO. DATE 02/22/2021 IRWIN 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 HORIZONTAL CEMENT BASED WOOD SIDING: MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 P: 909.356.6366 COLOR: ARCTIC WHITE APPLICATION: ARTISAN LAP SIDING 4" (SMOOTH) W/. MITERED CORNER CODE: ICC # ESR-2290 VERTICAL WOOD SIDING: PRODUCT: WESTERN RED CEDAR MANUFACTURE: REALCEDAR/TBD APPLICATION: 1X6" LAP/CHANNEL SIDING, 1/4" REVEAL W/. SQUARE EDGE, ARCH. TO APPV. FINISH: PAINT & STAIN PER MANUFACTURE, ARCH. TO APPV. COLOR: WHITE CODE: INSTALL PER MFGR. AND R703.5.1 BRICK VENEER: PRODUCT: RECLAIMED BRICK SAWN VENEER COLOR: LIGHT TAN, ARCH. TO APPV. APPLICATION: MODULAR BRICK COURSE PER ELEVATION - REF. DTL. 8/AD-1 THICKNESS: 1" WEIGHT: <8.5 PSF SHINGLE ROOFING: PRODUCT: WOOD SHINGLE - FIRE RATED MFGR: TBD COLOR: NATURAL APPLICATION: CLOSED VALLEY W/. MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS 'A' ASSEMBLY ICC # ESR-1410 WEIGHT: N/A. METAL ROOFING: PRODUCT: STANDING SEAM METAL ROOFING, ULTRA-COOL, CB-150 MFGR: CUSTOM-BILT METALS COLOR: COLD TOWN GRAY, TO BE APPROVED BY ARCH. & OWNER NOTE: VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS (NO TRANSVERSE SEAMS) CODE: CLASS 'A' ASSEMBLY ICC # ESR-2048 WEIGHT: APPX. 2 PSF. GUTTERS: MFGR: CUSTOM-BILT. METAL MATERIAL: COPPER OR GALVANIZED STEEL WITH DURA COAT FINISH COLOR: WEATHERED COPPER - ARCH TO APPV. PROFILE: HALF ROUND (5") (VERIFY W/. ARCH.) APPLICATION: INSTALL PER MFGR. GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS WEB: WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR: 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 9 12 9124 123 12 3 12 9 12 6 10.38' FIRST FLOOR F.F. 10.38' FIRST FLOOR F.F. 19.88' SECOND FLOOR F.F. 19.88' SECOND FLOOR F.F. 28.88' THIRD FLOOR F.F. 28.88' THIRD FLOOR F.F. 35.88' ROOF PLATE 35.88' ROOF PLATE34.93'35.14'4'-8"42" MIN. ABV. F.F.3'-6"42" MIN. ABV. F.F.38.60' MAX. RIDGE 9.60' GRADE PLANE 33.60' MAX. FLAT 38.52' HT. CERT. REQ'D. 33.55' HT. CERT. REQ'D. 38.08' HT. CERT. REQ'D. 09.22 09.29 09.20 09.20 09.15 09.14 09.14 11.29 11.30 09.28 P.L.P.L. 121.5 123 12 3 124 12 4 126 12 9 12 3 10.38' FIRST FLOOR F.F. 10.38' FIRST FLOOR F.F. 19.88' SECOND FLOOR F.F. 19.88' SECOND FLOOR F.F. 28.88' THIRD FLOOR F.F. 28.88' THIRD FLOOR F.F. 35.88' ROOF PLATE 35.88' ROOF PLATE35.14' 32.84' 22.21' 6"MIN.3'-6"42" MIN. ABV. F.F.38.60' MAX. RIDGE 9.60' GRADE PLANE 33.60' MAX. FLAT 38.52' HT. CERT. REQ'D.38.38' HT. CERT. REQ'D. 38.36' HT. CERT. REQ'D. 38.08' HT. CERT. REQ'D. 33.55' HT. CERT. REQ'D. 09.21 22.17 22.18 09.29 09.20 09.22 09.29 09.22 11.29 11.30 22.18 22.17 09.20 06.16 06.16 09.14 09.14 06.15 09.28 P.L.P.L. 1212 1.5 KEYNOTES WOOD, PLASTICS, & COMPOSITES 06.15 DECO. 'BELLYBAND' EXT. PAINT GRADE, SMOOTH FINISH, ARCH. TO APPROVE PROFILE 06.16 WOOD TRELLIS PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. FINISHES 09.14 BRICK VENEER REF. MAT. SCHEDULE SHT. A-4.0 09.15 STONE VENEER REF. MAT. SCHEDULE SHT. A-4.0 09.20 HORIZONTAL WOOD SIDING FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 09.21 VERTICAL WOOD SIDING FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 09.22 WOOD PANEL SIDING EXT. GRADE MDX, PAINT AS SEL., REF. MATERIAL SCHEDULE SHT. A-4.0 09.29 WOOD SHINGLE ROOFING REF. MAT. SCHEDULE SHT. A-4.0 EQUIPMENT 11.29 CHIMNEY CAP/SPARK ARRESTOR AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 11.30 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN 3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) PLUMBING 22.17 DOWNSPOUT ALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 22.18 GUTTER ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. SCALE: 1/4" = 1'-0"1EAST ELEVATION SCALE: 1/4" = 1'-0"2WEST ELEVATION PA2021-036 16R x 7 1/2"UPOUTDOOR LOUNGEGREAT ROOMDININGKITCHENPLAYROOMPANTRYPWDR.STAIRSFOYERCOURTYARD3-CAR GARAGEELEV.BATH #6LAUNDRYSIDE YARDENTRY12.0103.0614.0103.0411.3211.1810.0610.0708.0108.0108.0206.4206.3006.4111.1322.0606.3008.0808.0834.0106.4122.1011.0406.4506.4511.0611.0611.0923.0106.4606.3406.2603.0501.0101.0101.0101.0301.0201.0401.0402.0102.0102.0101.01+10.38'FIRST FLOOR F.F.SLOPE PER CIVIL(OPEN TO ABV.)DRIVE WAYMECH.PAD FOOTING SCHEDULEPAD #PAD SIZE AND REINFORCINGP130" SQ. x 42" DEEP CONCRETE PADW/ #5 @ 12" O.C., EACH WAY, @ BOTTOMNOTES:- CENTER PADS ON POSTS, U.N.O.- BOTTOM OF PAD TO MATCH BOTTOM OF FOOTING.- RUN FOOTING REINFORCING CONTINUOUS THROUGH PADS.FOUNDATION NOTES:ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. 1. ALL BEARING & SHEAR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER BY 10" LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE WITH A MAXIMUM SPACING OF 48" O.C. U.N.O. THERE SHALL BE A MINIMUM OF TWO ANCHORS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" MAX. & 4-1/2" MIN. OF EA. END OF EA. PIECE. SHEAR WALLS BOLTS SHALL HAVE A PROPERLY SIZED NUT AND A 3"x3"x.229" WASHER. THE WASHER MAY BE SLOT CUT PROVIDED A STANDARD CUT WASHER IS PROVIDE BETWEEN THE NUT AND WASHER. WASHER TO BE INSTALLED WITHIN A 1/2" OF THE SHEATHED SIDE OF THE PLATE. A STANDARD CUT WASHER MAY BE USED AT NON-SHEAR WALL LOCATIONS. 2. FOR ALL INTERIOR NON-SHEAR WALLS USE SIMPSON 0.145" DIAMETERx 3" LONG PDP POWDER ACTUATED ANCHORS @ 24" O.C. (ESR #2138 OR EQUAL)3. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR OR REDWOOD WITH SODIUM BORATE (SBX) OR DISODIUM OCTABORATE TETRAHYDRATE (DOT).NOTE:WHEN REQUIRED BY LOCAL BUILDING DEPARTMENT ALL ANCHOR BOLTS AND HOLDOWN BOLTS TO BE SET IN PLACE PRIOR TO CITY FOUNDATION INSPECTIONSOIL INFORMATION:1. FOUNDATION SIZES, DEPTHS, AND REINFORCEMENT ARE AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. SOILS ENGINEER TO PROVIDE FOUNDATION INSPECTOR AS OUTLINED IN LATEST SOIL REPORT. 2. OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER, DEVELOPER AND SUBCONTRACTOR TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. ESI/FME IS TO BE SUPPLIED WITH ALL UPDATED REPORTS.15" WIDE x 24" DEEP FTG.W/ 2-#5 TOP & BOTTOM CONT.ANCHOR BOLT LEGEND:AB48 : 5/8" DIA. X 12" ANCHOR BOLTS AT 48" O.C. AB40 : 5/8" DIA. X 12" ANCHOR BOLTS AT 40" O.C. AB32 : 5/8" DIA. X 12" ANCHOR BOLTS AT 32" O.C. AB24 : 5/8" DIA. X 12" ANCHOR BOLTS AT 24" O.C. AB16 : 5/8" DIA. X 12" ANCHOR BOLTS AT 16" O.C. AB 8 : 5/8" DIA. X 12" ANCHOR BOLTS AT 8" O.C. 2AB : (2) 5/8" DIA X 12" ANCHOR BOLTS. 3AB : (3) 5/8" DIA. x 12" ANCHOR BOLTS. 2-#4 : PROVIDE A TOTAL OF 2 #4 AT TOP AND 2 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. 3-#4 : PROVIDE A TOTAL OF 3 #4 AT TOP AND 3 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. HTT4 : (1) SIMPSON HTT4 PER POST. HTT5 : (1) SIMPSON HTT5 PER POST. HDU2 : (1) SIMPSON HDU2-SDS2.5 PER POST. HDU5 : (1) SIMPSON HDU5-SDS2.5 PER POST. HDU8 : (1) SIMPSON HDU8-SDS2.5 PER POST. HDQ8 : (1) SIMPSON HDQ8-SDS3 PER POST. HDU11 : (1) SIMPSON HDU11-SDS2.5 PER POST. HDU14 : (1) SIMPSON HDU14-SDS2.5 PER POSTGRADE BEAM PER PLANWIDEN AT HARDY FRAME AS REQUIREDSEE SHEET 'HFX1' FOR SHEAR TIE SPACINGMAT SLAB: 15" THICK MAT SLAB W/#5 BARS @ 12" O/C, E/W @ TOP & BOTTOM, OVER 3" WASTE SLAB, OVER WATER PROOFING MEMBRANE, OVER 3" WASTE SLAB, OVER 3/4" GRAVEL.SLAB: 5" THK. W/#4 BARS @ 12" O/C E/W @ MIDDLE NEW CONSTRUCTION WITH SLAB ON GRADE @ HABITABLE SPACE SHALL INSTALL A CAPILLARY BREAK IN COMPLIANCE WITH CG 4.505.2.1 WITH 2-INCH THICK LAYER OF SAND OVER A 15 MIL VAPOR BARRIER COMPLIANT WITH ASTM E 1745 OVER A 4-INCH THICK BASE OF 1/2-INCH OR LARGER CLEAN AGGREGATE AND A CONCRETE MIX DESIGN WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING. (FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.OR-06)SCALE: 1/4" = 1'-0"FOUNDATION PLANP1P1HSS5X5X1/4COL.HSS5X5X1/4COL.12FD112FD17FD111FD110FD17FD17FD1CBSQAA.13FD1.13FD12' - 6"2' - 6"1' - 9"2' - 6"8FD1A.13FD12' - 6"1' - 9"AB48EQEQ 22"B.13FD11' - 9"2' - 6"EQEQ1FD13"ØP.C.9FD1B.13FD12' - 6"2' - 6"EQEQ3"ØP.C.9FD1 22"1FD1HDU2H D U 2HDU2H D U 2 2FD1 22"AB482FD116FD12' - 6"2' - 6"EQEQ 26"A.A.16FD114FD114FD11FD1HDU2HDU2AB323FD14FD14FD1HDU2HDU2AB323FD1HDU2H D U 2 AB482FD11FD11FD1HDU2HDU2AB323FD14FD14FD1HDU2HDU2AB323FD11FD1HDU2HDU2AB323FD1HDU2H D U 2 AB482FD115FD116FD12' - 6"2' - 6"EQEQ 26"..16FD1CC7FD1HDU2H D U 2 AB482FD1HDU2H D U 2 AB482FD1HARDY FRAME SCHEDULEHFX #CUSTOMHEIGHTHFX 24x__ 1-1/8 STD.HFX SIZENOTE:-FIELD VERIFY ALL HFX HEIGHTS, SPECIAL ORDER HEIGHT AS REQUIRED. -ALL HFX'S ON SLAB MUST BE INSTALLED ON DRY PACK, (NOT WOOD SILL PLATE)-ALL HFX FOOTING DIMENSIONS ARE TO BE TAKEN FROM THE CENTER OF THE BOLTHFX 18x__ 1-1/8 STD.NOTESHFX 24x__ 1-1/8 H.S.ABCFAX: 714-835-2819PHONE: 714-835-2800STRUCTURAL ENGINEERS,INC.ESI/FMESANTA ANA, CA 927011800 E. 16TH ST. STE BJOB NO.DATEDOCUMENT VALID UPONORIGINAL SIGNATURESHEET NO.REVISIONSOWNER INFORMATION:PROJECT NAMESTATUSS1M045FOUNDATION PLANIRWIN RESIDENCEIRWIN RESIDENCEIRWINFIRST SUBMITTAL13 BEACON BAYNEWPORT BEACH, CA 9260302/15/2021JOB: #M04502/11/21NO. DESCRIPTION DATEPA2021-036 - - - -JOB NO.DOCUMENT VALID UPONORIGINAL SIGNATURESHEET NO.REVISIONSCLIENT INFORMATION:PROJECT NAMESTATUSNO. REVISION DATE02/19/2021PLOTDATEFIRST SUBMITTALM045IRWIN RESIDENCE13 BEACON BAY NEWPORT BEACH, CA 926031 1/2"1 1/2"ȾHFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RARod DiaRod GradeStirrupsAnchoragePanel Width12,3RA leShear Ties Model45679 (in) (in)a1 C a2C 129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD8 - # 410 - # 419-3/420-5/8# 4 (min) @ 4" OC# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@ 15119 - # 411 - # 412 - # 4REINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - RAROD GRADEREINFORCED ANCHORAGEROD DIAMETERRA SECTIONS & ELEVATIONSRA SHEAR TIES & STIRRUPS HFX-18xHFX-9xHFX-12xHFX-15xHFX-21xHFX-24x3 EQSPA4 EQSPAA B B A AAAAB BBBAA AAA AAB BBBBBA2 EQSPA3 EQSPACa222" MinCa2Ca1Min. 2'-6"7 34"1"RADIUSƒ%(1'16"9" Min11" MaxLENGTHRADIUS:# 3 = 1 12" Min# 4 = 2" Min2 12" (Min) Over-LapKEYA = 3" o.c.B = 1-1/2" ea Side of HD A B C D F ECURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (6" MIN) WIDTHEXTERIOR SLABINTERIOR SLAB B C D G K I A LA. #4 (Min) Horizontal Rebar Topand Bottom by EORB. 12" MinC. 15" MinD. 22" MinE. CL = 6" Min, 8" MaxF. 1'-10" (Min)G.“)URP7RSRI&RQFUHWHWR&/of Shear TieH. 1" CL @ Upper Two TiesI. Shear Ties per TableJ. 2'-6" Min UNO by EORK. Stirrups per TableL. Ca1 per Table J (in) (in) (in) (in) HHFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RARod DiaRod GradeStirrupsAnchoragePanel Width12,3BB-RA leShear Ties Model45679 (in) (in)a1 C a2C 129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD23132018268 - # 412 - # 411 - # 418 - # 419-3/420-5/811# 4 (min) @ 4" OC16 - # 4# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@ 15 - # 4 BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - BB - RAROD GRADE"BACK TO BACK" INSTALLATIONREINFORCED ANCHORAGEROD DIAMETERHFX-18xHFX-9xHFX-12xHFX-15xHFX-21xAAAB BBA B B AAABBAAB BAABB2 EQSPA7 EQSPAHFX-24xB ABB-RA SECTIONS & ELEVATIONSBB-RA SHEAR TIES & STIRRUPS5 EQSPA4 EQSPA3 EQSPAKEY4" Min. 2'-6"Ca1Ca226" MinCa2le + 1"7 34"1"RADIUSƒ%(1'2 12" (Min) Over-LapLENGTHRADIUS:# 3 = 3 14" Min# 4 = 4 14" Min13" Min15" MaxA = 2-1/2" o.c.B = 1-1/4" ea Side of HDA. #4 (Min) Horizontal Rebar Topand Bottom by EORB. le - 3"C. le per TableD. le + 7"E. CL = 10" Min, 12" MaxF. 2'-2" (Min)G.“)URP7RSRI&RQFUHWHWR&/of Shear TieH. 1" CL @ Upper Two TiesI. Shear Ties per TableJ. 2'-6" (Min) UNO by EORK. Stirrups per TableL. Ca1 per Table 4" A B C F E DCURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (12" MIN) WIDTHEXTERIOR SLABINTERIOR SLAB B C D H G K I A L J (in) (in) (in) (in)ȾPA2021-036