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Home My WebLink About20190528_PlansName Elevation A101 1 SIM Room name 150 SF 101 1i ? 90 00' 00" Distance N E 1 1 A101 SIM R @ 7 1/2"20 1i NORTH ARROW PROPERTY LINE TAG SECTION INDICATOR ROOM TAG (NAME / AREA) CALL-OUT TAG ELEVATION INDICATOR KEYNOTE TAG WINDOW TAG DOOR TAG WALL TAG REVISION FLAG STAIR TAG (NO. OF RISER & HEIGHT) ALUMINUM CONCRETE EARTH GYPSUM -PLASTER INSULATION -RIGID MASONRY -BRICK/STONE MASONRY -CONCRETE BLOCK PLYWOOD / GLU-LAM TIMBER SAND STEEL WOOD JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT T-1.0 05/23/2019 201837TITLE SHEETSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT T-1.0 05/23/2019 201837TITLE SHEETSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON REF. 8/T-1.0FLOOR AREA HEIGHT NBMC (NEWPORT BEACH MUNICIPAL CODE) CALIFORNIA CODES: 2016 CRC, 2016 CFC, 2016 CEC, 2016 CPC, AND 2016 CMC, 2016 CAL GREEN R-3 / U 1-HR. CODES: OCCUPANCY CLASSIFICATION OCCUPANCY SEPARATIONS (GARAGE) OCCUPANT LOAD TYPE OF CONSTRUCTION OWNER: ARCHITECT: N/AALLOWABLE BLDG. AREA (PER CBC TBL. 503) FLOOR & FLOOR-CEILINGS N/A BRANDON ARCHITECTS, INC. 151 KALMUS DR. STE. G-1 COSTA MESA, CA 92626 P: 714.754.4040 WWW.BRANDONARCHITECTS.COM STRUCTURAL ENGINEER:CIVIL ENGINEER: GENERAL CONTRACTOR:LANDSCAPE DESIGNER: SURVEYOR:SOILS ENGINEER: SITE 1 UNIT V-B -SPRK'R. 3 STORY THE PROPERTY IS LOCATED IN NEWPORT BEACH, CA ON THE WATER AT BALBOA PENINSULA ON THE WEST SIDE OF THE BAY NEAR THE INTERSECTION OF VIA LIDO AND VIA MALAGA. THE LOT/PARCEL IS APPROXIMATELY 93.5’WIDE BY 90’DEEP, ZONED AS RM (MULTI-UNIT RESIDENTIAL) AND APPROXIMATELY IS 11,098 S.F.. THE PROPERTY PREVIOUSLY WAS TWO SEPARATE LOTS THAT CONSOLIDATED AND EXISTING MULTI-FAMILY RESIDENCES AND GARAGES HAVE BEEN DEMOLISHED/WILL BE. CLIENT PROPOSES TO BUILD A NEW 3-STORY SINGLE FAMILY RESIDENCE OF APPX. 7,876 S.F. WITH TWO 2-CAR GARAGES OF APPX. 983 S.F. THE PROGRAM MAY INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: LARGE EAT-IN KITCHEN W/. ISLAND & BUTLER’S PANTRY, GREAT ROOM WITH A FIREPLACE, DINING AREA, POWDER ROOM,ELEVATOR, A LARGE MASTER SUITE WITH A FIREPLACE, GENEROUS MASTER BATH WITH WALK-IN CLOSETS, 4 SECONDARY BEDROOMS WITH ATTACHED BATHS & CLOSETS, LAUNDRY ROOM, A HOME OFFICE/GYM, A DEN/GAME ROOM, AND A FAMILY ROOM. PARKING FOR 5 CARS (ONE CARPORT) WILL BE ACCOUNTED FOR WITH ACCESS OFF OF VIA LIDO. THE PATIO/OPEN COVERED AREA ARRANGED WITH A STRONG CONNECTION TO INDOOR LIVING SPACES. OUTDOOR AMENITIES INCLUDE A LAP POOL (PARALLEL TO THE BAY) AND A SPA, FIRE FEATURES, A BBQ/OUTDOOR KITCHEN AREA, AND COMFORTABLE OUTDOOR COVERED LOUNGE AREA (LOGGIA) AND A LARGE ENTERTAINING ROOF DECK. THE PROJECT IS OF A TRANSITIONAL/INDUSTRIAL BEACH HOUSE DESIGN WITH AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN ‘OPEN’LIVING PLAN WITH LOTS OF GLAZING WHICH STRIVES TO MAXIMIZE LIGHT AND WATER VIEWS FROM LIVING SPACES AS WELL AS OUTDOOR PATIOS, COURTYARDS, AND DECKS. THE EXTERIOR MATERIALS WILL BE OF RICH QUALITY AND HIGH DURABILITY; TO BE CONSISTING PRIMARILY OF, NATURAL STONE VENEER, SMOOTH STUCCO VENEER, NATURAL SLATE, AND STANDING SEAM METAL ROOFING, EXPANSIVE STEEL DOORS AND WINDOWS, AND THE USE OF STEEL AND WOOD DECORATIVE ACCENTS. FIRE SPRINKLER: NFPA 13D YES DEFERRED SUBMITTALS 8PROJECT STATISTICS 5 3 1 249 10 AGENCIES & PUBLIC SERVICES VICINITY MAP/ PROJECT DESCRIPTION MATERIAL LEGEND ANNOTATION LEGEND CODE REVIEW SHEET LISTSITE INFORMATION11 7 6SPECIAL INSPECTIONS PROJECT DIRECTORYPROJECT DIRECTORY PROJECT DESCRIPTION: STUPIN RESIDENCE BRANDON ARCHITECTS, INC.AMDREW & JULIE STUPIN C/O. COASTLINE REAL ESTATE INVESTMENTS 215TH STREET HUNTINGTON BEACH, CA 92648 PATTERSON CUSTOM HOMES ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.723.1800 DAVID A. PEDERSEN, INC. DAVID PEDERSEN 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 P: 949.251.8999 F: 949.251.0899 BUILDING AREA SCHEDULE Name AREA COMMENTS FIRST FLOOR AREA 2948 SF SECOND FLOOR AREA 3831 SF THIRD FLOOR AREA 1097 SF 7876 SF GARAGE 2 487 SF GARAGE 1 496 SF 983 SF GRAND TOTAL 8859 SF OUTDOOR AREA SCHEDULE NAME AREA COMMENTS YARD 1143 SF ENTRY 255 SF 2ND FLOOR REAR 787 SF 2ND FLOOR FRONT 712 SF GRAND TOTAL 2897 SF APEX LAND SURVEYING, INC. PAUL CRAFT C: 714.488.5006 APEXLSINC@GMAIL.COM FMH ENGINEERING, INC. FADY HAKIM, PE 410 GODDARD, SUITE 200 IRVINE, CA 92618 P: (949) 245 -8000 WWW.FMHENGINEERING.COM COAST GEOTHECHNICAL, INC. MING-TRANG CHEN 1200 W. COMMONWEALTH AVE. FULLERTON, CA 92833 P: 714.870.1211 E: COASTGEOTEC@SBCGLOBAL.NET FORKERT ENGINEERING & SURVEYIN, INC. THOMAS M. RUIZ, P.E. 22311 BROOKHURT ST., STE 203 HUNTINGTON BEACH, CA 92646 P: 714.963.6793 INTERIOR DESIGNER: DETAILS A DESIGN FIRM KEVIN SMITH 9272 JERONIMO ROAD, SUITE 109 IRVINE, CA 92618 P:949.716.1880 DIG ALERT: 1.800.227.2600 SOUTHERN CALIFORNIA EDISON: 1.714.895.0246 SOUTHERN CALIFORNIA GAS: 1.800.427.2000 CITY WATER & SEWER: 1.949.644.3011 PACIFIC BELL TELEPHONE: 1.800.750.2355 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.: 1.949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL INFOMATION: 1.949.644.3200 ZONING INFORMATION:1.949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL:1.949.644.3275 PERMITS:1.949.644.3288 INSPECTIONS:1.949.644.3255 NEWPORT BEACH FIRE DEPARTMENT:1.949.644.3106 ORANGE COUNTY HEALTH SERVICES:1.714.834.3882 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:CHRISTOPHER BRANDON, PRINCIPAL ARCHITECT 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) 1.LANDSCAPE PLAN; BBQ; FIRE PIT; ACCESSORY STRUCTURES, MASONRY OR CONCRETE WALLS/FENCES; RETAINING WALLS OVER 4 FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF WALL; UNDER SEPERATE SUBMITTAL (FOR H.O.A. PURPOSES). 2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50dBA (55dBA WITH TIMER, 65dBA WITH TIMER AND NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 4. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. 5. FIRE SPRINKLERS REQUIRED, CONSTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 6. GLASS GUARD/HANDRAILS 7. SEAWALL REPAIR UNDER SEPARATE SUBMITTAL & PERMIT, NECESSARY REPAIRS SHALL BE DONE IN CONJUNCTION W/. BUILDING NEW STRUCTURE. 1. REF. STRUCT. SHTS. FOR SPECIAL INSPECTION BY ENGINEER OF RECORD 2. HERS VERIFICATION REQUIRED, REF. T-24 ENERGY CALCULATIONS LEGAL DESCRIPTION: LOT INFORMATION: ZONED: RM SITE AREA:8,160.15 S.F. BUILDABLE AREA: 5,778.25 S.F. TOTAL ALLOWABLE AREA: 1.75X5,778.25 S.F. = 10,110.19 S.F. MAX SITE COVERAGE: N/A MIN. OPEN SPACE REQ'D: 0.05XTOTAL GROSS FLOOR AREA 0.05X8,859 SF = 442.95 SF EXISTING BUILDING INFORMATION: THE EXISTING TWO-UNIT RESIDENTIAL CONDOMINIUM STRUCTURE AND FOUR-UNIT RESIDENTIAL APARTMENT STRUCTURE DEMOLISHED, REF. ZA2018-097, NP2018-012, CD2018-045, AND PA2018-100 ZONING INFORMATION: FRONT SETBACK: 4 FT. OCEAN FRONT SETBACK: 10 FT. LEFT SETBACK: 7'-6" FT. (0.08X93.57'=7.48') RIGHT SETBACK: 7'-6" FT. (0.08X93.57'=7.48') APN: 423-123-12 & 423-123-21 THE PROPERTY AT 3312-3318 VIA LIDO IS LEGALLY DESCRIBED AS LOTS 1 AND 2 OF TRACT 1622, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 47, MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY ASSESSOR OF SAID COUNTY. EXCEPT THE NORTHWESTERLY 28 FEET OF SAID LOT 2. THE PROPERTY AT 3322 AND 3324 VIA LIDO IS LEGALLY DESCRIBED AS PARCEL 2 OF PM2009-125, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 373, PAGES 21 & 22 OR SAID PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PROPERTIES CONSOLIDATED TO ONE PARCEL REF. ZA2018-097, NP2018-012, CD2018-045, AND PA2018-100 3324 VIA LIDO, NEWPORT BEACH, CA92663 LANDSCAPE AREA SCHEDULE NAME AREA COMMENTS PLANTED 745 SF GRAND TOTAL 745 SF TITLE 24 CONSULTANT: HERITAGE ENERGY GROUP RUDY SAINS 470 WALD, IRVINE, CA 92618 P: (949) 789 -7221 F: (949) 789 -7222 NO. REVISION DATENO. REVISION DATE TOTAL LIVING TOTAL GARAGE GRAND TOTAL SHEET # DRAWING TITLE T-1.0 TITLE SHEET T-1.1 GENERAL ARCHITECTURAL NOTES T-1.2 SUPPLEMENTAL NOTES & DOCUMENTS SUR TOPOGRAPHIC SURVEY A-0.0 ARCHITECTURAL SITE PLAN A-0.3 GRADE PLANE EXHIBIT A-0.4 AREA PLANS SW-0 STRUCTURAL GENERAL NOTES & VICINITY MAP (JUST FOR REFERENCE) SW-1 SITE PLAN & ELEVATION (JUST FOR REFERENCE) SW-2 DETAILS (JUST FOR REFERENCE) SW-3 DETAILS (JUST FOR REFERENCE) C2 PRECISE GRADING PLAN C4 EROSION CONTROL PLAN L-7 PLANTING PLAN A-1.0 3-DIMENSIONAL VIEWS A-2.0 MAIN LEVEL FLOOR PLAN A-2.1 SECOND LEVEL FLOOR PLAN A-2.2 THIRD LEVEL FLOOR PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE A-4.1 EXTERIOR ELEVATION A-5.0 BUILDING SECTIONS A-5.1 BUILDING SECTIONS A-5.2 BUILDING SECTIONS A-5.3 BUILDING SECTIONS A-5.4 BUILDING SECTIONS A-5.5 BUILDING SECTIONS GRAND TOTAL GRAND TOTAL JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT T-1.1 05/17/2019 201837GENERAL ARCHITECTURAL NOTESSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON 1GENERAL NOTES ABBREVIATIONS 2 DEFINITIONS: SPECIFICATIONS SHALL MEAN: WRITTEN SPECIFICATIONS IN THE PLANS OR THE "PROJECT MANUAL" (IF PROVIDED FOR THIS PROJECT) CONTRACT DOCUMENTS SHALL MEAN: WORKING DRAWINGS APPROVED FOR BUILDING PERMIT, PLUS ANY CHANGE ORDERS OR ADDENDA TO SAME. CONTRACTOR SHALL MEAN: AMDREW & JULIE STUPIN, C/O. COASTLINE REAL ESTATE ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., CHRISTOPHER BRANDON PRINCIPAL OWNER SHALL MEAN: (AS USED IN THESE SPECIFICATIONS) LICENSED GENERAL CONTRACTOR HIRED TO PERFORM THE WORK UNDER THIS CONTRACT 1. CODES/GENERAL PROVISIONS: ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY W ITH ALL PROVISIONS OF THE APPLICIABLE 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, 2016 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 PLANCHECK 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 SUB-CONTRACTORS 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 SUB-CONTRACTORS 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 BROADFORM 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 APPLICALBE TO OTHER TRADES. IN CAS 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 OMMISIONS 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 UNLUESS 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 CONSTUCTION W ITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFCATION 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, REVIEW ED 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 SUB-CONTRACTORS 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 INSTAL. 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 BACK FILL * RETAINING WALL BACK FILL, 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, 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 34. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOW ING HAZARDOUS LOCATIONS: CBC 2406.3 A. SWINGING AND SLIDING DOORS B. WHEN LOCATED WITHIN 60- INCHES OF THE FLOOR SURFACE IN TUBS, SHOWERS, SUANAS, OR STEAM ROOMS. C. WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF DOORS AND WITHIN 60-INCHES OF WALKING SURFACE. D. WHERE GLAZING AREA IS MORE THAN 9 SQ. FT. IN AREA, WITH A BOTTOM EDGE LESS THAN 18-INCHES ABOVE THE FLOOR AND TOP EDGE MORE THAN 36-INCHES ABOVE FLOOR. E. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36-INCHES HORIZONTALLY OF WALKING SURFACE AND WITHIN 60-INCHES ABOVE WALKING SURCFACE. F. ADJACENT TO STAIRWAYS WITHIN 60-INCHES HORIZONTALLY OF BOTTOM TREAD OF STAIRWAY AND EXPOSED SURFACE IS WITHIN 60-INCH ABOVE NOSE OF TREAD. 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 W ALL 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 W ATER 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 SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS C. ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. 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. 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 BRUNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES." GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CALGREEN CODE REQUIRMENTS." 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 HAND WRITTEN 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 "AGRREMENT 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. HEATING VENTILATING/AIR COND. DRINKING FOUNTAIN/DOUGLASS FIRD.F. EA. E.P. ENCL. EMER. ELEV. ELEC. EL. E.J.E. DWG. D.S.P. D.S. DR. DN. DIM. DIAG. DIA. EACH EXPANSION JOINT ELEVATION ELEVATOR EMERGENCY ENCLOSURE ELECTRIC PANEL ELECTRIC DIAMETER DIAGONAL DIMENSION DOWN SPOUT DRY STAND PIPE EAST, ENTRY DOWN DOOR DRAWING DET. DEPT. DBL. CTR. CTSK. CORR. CONT. CONST. COND. CONC. CNTR. CLR. CLKG. CLG. C.J. C.I. CHG. CHAN. C.G. CEM. C.B. CAB. CONCRETE CONDITION CONSTRUCTION CONTRACTOR/ CONTINUOUS CORRIDOR, CORROSIVE COUNTERSUNK DEPARTMENT COUNTER CENTER DOUBLE DETAIL CATCH BASIN CORNER GUARD CAST IRON CONTROL JOINT/ CONST. JOINT CAULKING CABINET CEMENT CHANNEL CHANGE CEILING CLEAR LOAD FROM ABOVE JANITOR KITCHEN LANDSCAPED AREA LABORATORY LAMINATE LAVATORY POUNDS LEFT HAND LOCKER LUMINOUS MAINTENANCE MASONRY LBS. LFA MAS. MAINT. LUM. LT. LKR. L.H. LIGHT LAV. LAM. LAB. L.A. L. KIT. JST. JT. JAN. JOINT JOIST LOW/LINEN HOSE BIB HOLLOW CORE HARDWOOD HARDWARE HEIGHT HOLLOW METAL GALVANIZED IRON GLU-LAM BEAM GROUND GYPSUM HORIZONTAL INSULATION INTERIOR INVERT/INVERTED INSIDE DIAMETER/INTERIOR DESIGNER HDWR. I.D. HVAC INV. INT. INSUL. IN. HR. HORIZ. H.M. HT./HGT. HOUR INCH GYP. GR. GND. G.L.B. GL. G.I. HDWD. HD. H.C. H.B. H.HIGH HARD GLASS GRADE AREA DRAINA.D. B.W. BR. B. BOT. BM. BLK'G. BLK. BLDG. BITUM. BET. BD. AUTO. ASSY. ASB. ARCH. APPX. A.P. ANOD. ALT. AL. ADJ. ADH. BITUMINOUS BLOCKING BATH BEDROOM BACK OF WALK, BOT. OF WALL BOARD BETWEEN BUILDING BLOCK BEAM BOTTOM ADHESIVE ADJUSTABLE ALUMINUM ALTERNATE ANODIZED ACCESS PANEL APPROXIMATELY ARCHITECTURAL ASBESTOS ASSEMBLY AUTOMATIC PL LC ACOUS. A.C. A/C A.B. # ∅ @ & ANGLE CENTERLINE DIAMETER OR ROUND PERPENDICULAR POUND OR NUMBER PROPERTY LINE, PLATE ANCHOR BOLT AIR CONDITIONING ASPHALT CONCRETE ACOUSTICAL AT AND FINISH GRADE FLAT HEAD FIXTURE FLOW LINE FLASHING FLUORESCENT FACE OF CONCRETE/FACE OF CURB FACE OF FINISH FACE OF STUD/FACE OF STRUCTURE FACE OF MASONRY FIREPLACE FLOOR SINK FOOT OR FEET FOOTING FURRING FUTURE GALVANIZED GRAB BAR/GRADE BEAM GENERAL GROUND FAULT INTERRUPTG.F.I. GEN. G.B. GALV. GA. FUT. FURR. FTG. FT. F.S. FP. GAUGE F.O.M. F.O.S. F.O.F. F.O.C. FLUOR. FLR. FLASH. F.L. FIX./FIXT. FIN. F.H. F.G. FINISH FLOOR EQUIPMENT EXISTING EXHAUST EXPOSED EXTERIOR FIRE ALARM FLOOR CLEAN OUT FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET EQPT./EQPM. F.E.C. F.E. FDN. F.D. F.C.O. F.A. F. EXT. EXPO. EXH. EXST. FIXED SOUTHS. SUPPLY AIR SOLID CORE SCHEDULE SECTION SHELF SHEET SHEATHING SIMILAR SOFFIT JOIST SERVICE SINK STATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL STAINLESS STEEL SEAT COVER DISPENSER SUB DRAIN/SOAP DISPENSER S.S. SUSP. STRUCT. STOR. SYM. STL. STD. STA. S.SK. S.C.D. SHT'G. SCHED. S.D. S.J. SIM. SHT. SH. SEC. S.C. S.A. PLUMBING PLYWOOD POINT OF CONNECTION PROJECTION POINT RETURN AIR RADIUS ROOF DRAIN RECEPTACLE RECTANGULAR REFERENCE REFRIGERATOR ROOF DRAIN LEADER REGISTER REQUIRED RESILIENT' ROOM REDWOOD REINFORCEMENT ROUGH OPENING RETAIN(ING), RETURN RECT. REINF. RESIL. REQ'D. REFR./ R/F. RET. R.O. RWD. RM. REG. REF. R.D.L. RECPT. PROJ. PLYWD. PLUMB. R.D. RAD. R.A. PT. PR. PNT. PAIR MOUNTEDMTD. MULLION NORTH NATURAL NUMBER NOMINAL NOT TO SCALE OVER OVERALL OBSCURE OFFICE OPENING OPPOSITE PERIMETER PLATE/PROPERTY LINE PLASTER NOT IN CONTRACT NATURAL GRADE OVERFLOW DRAIN PLASTIC LAMINATE OUTSIDE DIAMETER (DIMENSION) O/. P.LAM. O.F.D. PERIM. OPNG. O.D. PLAS. PL. OPP. OFF. OBS. O.A. N.G. N.I.C. N.T.S. NOM. NO. NAT. N. MUL. MATERIAL MAXIMUM MECHANICAL MEMBRANE METAL MAN HOLE MINIMUM MIRROR MOSAIC MEDICINE CABINET MANUFACTURER MISCELLANEOUS MASONRY OPENING MAX. MEMB. MECH. M.O. MISC. MFR./MFGR. M.C. MOS. MIR. MIN. M.H. MET./MTL. MAT. TYPICALTYP. UNIFORM BULIDING CODE UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE VENT THROUGH ROOF WEST, WIDE, WIDTH V.T.R. WP. W.I. W.C. W.H. W. WD. W/.WITH WOOD WATER HEATER WATER CLOSET WROUGHT IRON WATERPROOF U.N.O. U.L. U.B.C. VERT. VENT. UR. UNF. U.UNDER UNFINISHED URINAL VENTILATING VERTICAL TOP OF PAVING TOP OF STRUCTURE/SLAB TONGUE AND GROOVE TOP OF CURBT.C. T.&G. T.W. T.O.S. T.PL. T.P. TER. TEMP. TEL. T.CL. TRANS. THK.THICK TRANSFORMER TIME CLOCK TELEPHONE TEMPERED TERRAZZO TOP OF PLATE TOP OF WALL T.TREAD PAINT(ED) P.O.C. EQ.EQUAL / EQUIVALENT FIELD VERIFYF.V. (E.)EXISTING NEW(N.) VER.VERIFY FACTORYFAC. B.O.BY OWNER/BY OTHERS GENERAL CONTRACTORG.C. APPV'D.APPROVED BEL.BELOW ON CENTERO.C. ABV.ABOVE HDR.HEADER SELECTEDSEL. METAL BOLTM.B. PARALLEL STRAND LAMINATEPSL. ROOF RAFTERR.R. /CEILING JOIST FLOOR JOISTF.J. SIMPSONSIMP. T.S.TOP OF STEP UNDERGROUNDU.G. V.VERTICAL W.W.M.WELDED WIRE MESH EACH WAYE.W. DECO.DECORATIVE EXISTING GRADEE.G. GRADE PLANEG.P. 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 PROVDE 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 CONSTRCUTION ARE 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 IT'S 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 SUPPOR 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 ARES, 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. GENERAL NOTES CONTINUED NO. REVISION DATE JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT T-1.2 05/17/2019 201837SUPPLEMENTAL NOTES &DOCUMENTSSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON CAL GREEN -RESIDENTIAL MANDATORY MEASURES RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS 2 1 3 NO. REVISION DATE DN UP GARAGE 1 GREAT ROOM FOYER POWDER ELEVATOR DINING ROOM KITCHEN GARAGE 2 W/C.MUD ROOM BUTLER'S KITCHEN S.Y.S.B.7' - 6"S.Y.S.B.7' - 6"OCEAN F.Y.S.B. 10' - 0" 3 8 ' - 0 " F .Y .S.B . 4 ' - 0 " 1 2 3 4 VIA LIDO5 5 6 6 6 6 2 1 7 8 8 9 (E.) DOCK (NOT-A-PART) (E.) DOCK (NOT-A-PART)N26°36'39"W 41.50'N26°36'39"W 52.07'N63°23'21"E 79.52'Δ=11°01'06"R= 275.66'L=53.01'Δ=04°50'00"R= 275.66'L=23.25'N26°36'39"W 18.27'N63°23'21"E 90.00'CLR.21' - 0"CLR. 21' - 6 3/8"CLR.21' - 3 3/4"CLR. 21' - 8 3/8" POOL 10 10 10 10 11 12 SPA (COVERED) (COVERED) YARD 13 13 13 13 13 13 13 38' - 0" 2 8 ' - 5 7 /8 " 9 ' - 6 1/8 " 14 14 15 15 11 POOL BATHF.O.F.3' - 10 7/8"F.O.F.3' - 11"F.O.F.5' - 3 7/8"F.O.F.5' - 6"(NOT-A-PART) (E.) PARKING LOT PLANTED PLANTED PLANTED (NOT-A-PART) EXISTING STRUCTURE 16 17 BBQF.O.F.7' - 6 7/8"F.O.F.7' - 6 7/8"7' - 8 7/8"F.O.F. 12' - 3 1/2" F.O.F. 24' - 9 1/4" 11' - 5 1/2"64' - 9 3/8"12' - 5 1/2" 52' - 3 1/8"12' - 6 1/4" 12' - 9 1/8"67' - 2 3/8"10' - 0 1/2" 21' - 4 7/8"40' - 3 1/2"5' - 6" 36' - 0 3/4"3' - 3"11 3/4"3' - 7"1' - 11" 9' - 10 1/4"2' - 8" F.O.F. 10' - 0"9' - 0 1/2"76' - 9 1/2"7' - 8 7/8"F.O.F.9' - 0"2' - 8"17' - 1"2' - 8"32' - 2 1/2"1' - 11"18' - 4"1' - 11"F.O.F. 26' - 3 1/4" F.O.F. 24' - 9 3/4" 6 " M A X 3 " F .O .F . 3 ' - 9 " 3 ' - 9 1 /2 " 2 1 /2 " F.O.F. 12' - 7 1/8" 12' - 9 1/8" F .O .F . 4 ' - 0 1 /4 " 4 ' - 1 1 1 /8 " F .O .F . 4 ' - 1 0 5 /8 " 7 ' - 7 1/2 " F .O .F . 7 ' - 6 7/8"10' - 2"75' - 8"7' - 8 7/8"22' - 5"30' - 10"22' - 5"2' - 6"7' - 8"F.O.F.9' - 11 1/2"11.00' T.O.S.DN 10.00' T.O.S. 10.00' T.O.S. 10.00' T.O.S. 18 18 18 19 19 19 16.00' TW (E.) 11.20 FS 16.00' TW (E.) 10.50 BS 16.00' TW (E.) 10.10 TS 14.75' TW (E.) 9.28 BS 14.75' TW (E.) 8.93 BS(E.) 8.93 FS 11.50' TW 11.50' TW (E.) 7.62 FS (BY SEP. PERMIT) (BY SEP. PERMIT) ENTRY (COVERED) 20 20 21 (N.) DRIVEWAY APPROACH18' - 0"(N.) DRIVEWAY18' - 0"21 21 20 20 22 DN REF. CIVIL DWGS.22 22 23 24 25 25REF. CIVIL DWGS.22 22 22 26 24 24 PATIO LOGGIA 44' - 2 3/8"GAME ROOM F.O.F.7' - 6"18' - 8 3/4"4' - 9 3/4"7' - 8"POOL EQUIP. S. 27 27 28 28 28 28 29 30 31 32 31 31 32 31 32 32 31 32 32 3132 30 30 30 31 32 33 33 21 PARKWAY PARKWAY PARKWAY (REF. CIVIL PLANS) (REF. CIVIL PLANS) (REF. CIVIL PLANS) 10.60' TB10.00' TW NOTE: CONTINUOUS WATERPROOFING TO EXTEND TO 10.60' ELEV. THROUGHOUT FIRST FLOOR WITH T.O.S. LOWER THAN 10.60' TO ADDRESS SLR PER CCC -REF. DTL. 6/AD-1 NOTE: CONTINUOUS WATERPROOFING TO EXTEND TO 10.60' ELEV. THROUGHOUT FIRST FLOOR WITH T.O.S. LOWER THAN 10.60' TO ADDRESS SLR PER CCC -REF. DTL. 6/AD-1 PUE 4' - 0" 34 34 34 PROPOSED ACCESS POINT FOR THE NEW DOCK'S ACCESS -PROVIDE 42" HIGH GUARD ABV. FS/FG UNTIL AFTER THE NEW DOCK'S ACCESS CONSTRUCTED JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-0.0 05/17/2019 201837ARCHITECTURAL SITE PLANSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-0.0 05/17/2019 201837ARCHITECTURAL SITE PLANSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON KEYNOTE LEGEND 1 CABLE TV JUNCTION BOX (REF. SURVEY & CIVIL) 2 (E.) STREET LIGHT PULL BOX - REF. SURVEY AND CIVIL DWGS. 3 (E.) ELECTRICAL MANHOLE - REF. SURVEY AND CIVIL DWGS. 4 (E.) TELEPHON MANHOLE - REF. SURVEY & CIVIL DWGS. 5 (E.) STREET LIGHT - REF. SURVEY AND CIVIL DWGS. 6 (E.) GAS METER LOCATION (REF. SURVEY & CIVIL DWGS.) 7 (E.) WATER METER LOCATION (REF. SURVEY & CIVIL DWGS.) 8 (E.) WATER VALVE (REF. SURVEY & CIVL DWGS.) 9 CENTERLINE/FLOWLINE OF ALLEY/AVENUE 10 PROPERTY LINE 11 SIDE YARD SETBACK 12 OCEAN FRONT SETBACK 13 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 14 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 15 FRONT YARD SETBACK 16 EXISTING STRUCTURE - NOT A PART 17 BBQ AS SELECTED. - PROVIDE GAS S.O. & POWER AS REQ'D. BY MFGR. - VERIFY W/. OWNER 18 (E.) PROPERTY LINE WALL & WROUGHT IRON FENCE, REF. SURVEY & CIVIL DWGS. - PROTECT IN PLACE 19 (N.) CMU PROPERTY LINE WALL W/. STUCCO FINISH - PAINT AS SELECTED (MAX. 6' ABV. N.G., 42" MAX @ F.Y.S.B) [WALL AND FOOTING ON OWNER'S SIDE] 20 (E.) DRIVEWAY APPROACH OR CURB CUT TO BE REMOVED - REF. SURVEY & CIVL DWGS. 21 NEW DRIVEWAY APPROACH AND/OR CURB CUT - REF. CIVIL DWGS. 22 HARDSCAPE PER LANDSCAPE ARCHITECT/DESIGNER - STONE PAVERS OVER CONCRETE SLAB, REF. LANDSCAPE DWGS. (VERIFY W/. OWNER) 23 HARDSCAPE PER LANDSCAPE ARCHITECT/DESIGNER - COLORED & SCORED CONC., REF. LANDSCAPE DWGS. (VERIFY W/. OWNER) 24 PLANTED AREA PER LANDSCAPE ARCHITECT/DESIGNER - REF. LANDSCAPE DWGS., COORDINATE WITH LANDSCAPE DESIGNER/ARCHITECT 25 NEW DRIVEWAY , PAVEMNT PER LANDSCAPE - REF. CIVIL & LANDSCPAE DWGS. (VRIFY W/. OWNER) 26 LANDSCAPE PAVING SYSTEM PER LANDSCAPE ARCHITECT/DESIGNER - 'TURFBLOCK'/'GRASSCRETE' OR EQUIV., REF. LANDSCAPE DWGS. (ARCH. & OWNER TO APPROVE) 27 (N.) WOOD GATE PER LANDSCAPE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 28 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. PER SECTION 10.26.045 NBMC UNDER SEPARATE PERMIT) 29 TRASH LOCATION - SCREEN FROM STREET AS NEEDED 30 DOWNSPOUT - COPPER/ALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 31 DRAIN LINE - IN WALL/FROM ABV. (REF. CIVIL DWGS. & DETAILS) 32 OVERFLOW DRAIN - REF. DTL. 11/AD-1 33 HARDSCAPE PER LANDSCAPE ARCHITECT/DESIGNER - STONE PAVERS, REF. LANDSCAPE DWGS. (VERIFY W/. OWNER) 34 EXTERIOR GLASS GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 9 & 13/AD-1 NO. REVISION DATENO. REVISION DATE PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ARCHITECTURAL SITE PLAN 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. LANDSCAPE NOTES: 1. ENCOARCHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANSCAPE PLAN, FOR ALL HARDSCAPE & PLANTING AREAS WITH REPECTIVE HEIGHTS AND MATERIALS. GENERAL NOTES: 1. SEE SHEET A-3.0.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). 2. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42 INCHES FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA(S). 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. UPΔ=04°50'00"R=275.66'L=23.25'Δ=11°01'06"R=275.66'L=53.01'LOT 1 TRACT NO. 1622 M.M. 47/39 PARCEL 2 P.M.B. 2009-125 VIA LIDON63°23'21"E 90.00'N26°36'39"W 18.27'N63°23'21"E 79.52'N26°36'39"W 52.07'N26°36'39"W 41.50'℄N63°23'21"E 89.02' (9.62) EG (10.08) AC (10.14)TC (9.46)FL (10.16)TC (9.50)FL (10.39)TC (9.82)FL (10.24)TC (9.56)FL (10.41)TC (9.94)FL (10.80)TC (10.60)FL (10.96)TC (10.48)FL (10.63) EG (10.49) EG (10.29) EG (10.16) FL (10.09) EG (9.94) EG (9.67)EG (9.79)EG (9.71)FL (10.20) AC (10.62) AC (10.87) AC (7.94) FS (9.66) FS (9.63) FS (9.52) FS(9.58) FS (9.50) FS (9.65) FS (9.81)FS (9.83)FS (9.76) FS (9.93) FS (10.03)FS (9.76) FS (10.40)FS (10.36)FS (10.34) FS (10.29) FS (10.16)FS (9.26)FS (11.59) EP (11.80) AC (11.95) EP (11.07)FS (11.20)FS (11.25) FS (10.09) FS (10.07)FS (9.16)FS (8.42)FS (8.40)FS (9.73) FS (9.22)FS(9.32)FS(9.47)FS(10.66)FS (11.11) FS(10.96) NG (10.67) FS (10.39)TC (10.39)FL (10.02) EG (10.18)FSFS (9.46) FS(10.53) NG NG (10.07)NG (9.85)FS (9.64) FS (9.73)FS (27.69) CHIMNEY TOP (9.22) FF (32.71) RIDGE (10.10) TS (9.68) FF (9.48) AD (9.10)FS (8.93)FS (8.87)FS (9.28)BS (7.50)BS(9.33) FF (8.85) FS (9.17) FS (7.50)FS(8.92)TS(9.08) FS (8.81) FS(10.23)TW(10.22)TW(9.13)FS(9.18)FS(7.61)FS (10.40)FS(10.51)BS (11.20) FFG (11.11) FS(10.74)NG(10.66)FS (9.21)BS(10.05)TS (10.21)BS(11.05)TS (10.60) FFG(10.46)FS(30.73) RIDGE (10.99)WM(10.70)SLPB(10.78) WV (10.96) WV (10.40)SLPB(9.91) TMH (9.96) EMH (10.18) SLPB (10.21) CATV (7.61)TB (-1.40)NG~SA(7.63)TB(-3.40)NG~SA(7.60)TB (-4.13)NG~SA (7.51)TB (-4.69)NG~SA (7.48)TB (-3.49)NG~SA (9.28) FS (7.55) TB (9.47) AD (8.41)BS (9.72)TS (9.51) FS (9.41) AD (1.79) DOCK (1.86) DOCK (1.74) DOCK (1.64) DOCK (7.65) TB (7.62) FS (10.92) CATV (10.93) FS (10.66) SCO (11.17)FSEXISTING BUILDING EXISTING BUILDING PROPERTY LINE PROPERTY LINE PROPERTY LINE PARKING LOT DOCK DOCK 6' TALL WALL 6' TALL FENCE 5' TALL WALL GM GMSL STAIRS PROPERTY LINE PROPERTY LINE FOUND MONUMENT FOUND MONUMENT CURB & GUTTER POINT #1 9.63 FS POINT #2 9.08 FS POINT #3 11.17 FS POINT #4 10.60 FFG GRADE PLANE EXHIBIT: POINT #1: 9.63 FS POINT #2: 9.08 FS POINT #3: 11.17 FS POINT #4: 10.60 FFG GRADE PLANE = 40.48/4 = 10.12 AVERAGE SLOPE = 11.17 -9.08/67.40 = 3.10 % 67.40' JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-0.3 05/17/2019 201837GRADE PLANE EXHIBITSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE PROJECT NORTHTRUE NORTH 3/16" = 1'-0"1 GRADE PLANE EXHIBIT DW T DW T WD D 2948 SF FIRST FLOOR AREA 487 SF GARAGE 2 496 SF GARAGE 1 1143 SF YARD 255 SF ENTRY 28 SF PLANTED 111 SF PLANTED 77 SF PLANTED 10 SF PLANTED 44 SF PLANTED 86 SF PLANTED 221 SF PLANTED 168 SF PLANTED 3831 SF SECOND FLOOR AREA 787 SF 2ND FLOOR REAR 712 SF 2ND FLOOR FRONT 1097 SF THIRD FLOOR AREA JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-0.4 05/17/2019 201837AREA PLANSSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE 1/8" = 1'-0"1 FIRST FLOOR AREA PLAN 1/8" = 1'-0"2 SECOND FLOOR AREA PLAN 1/8" = 1'-0"3 THIRD FLOOR AREA PLAN 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH POOL EQUIP. P O O L SPA DOCK RAMP DW T DW TDWTGARAGE 1 GARAGE 2 POWDER MUD ROOM FOYER BUTLER'S KITCHEN KITCHEN DINING ROOM GREAT ROOM GAME ROOM ELEVATOR POOL BATH W/C. 11.00' T.O.S.10.00' T.O.S. UP 10.60' TB 10.00' TW VIA LIDO SYMBOL QUANTITY CAM-YUL 3 FEI-SEL 1 HEL-ARB 2 LIG-TEX 18 OLE-DWF 5 RAP-MIN 12 ROS-ICE 6 SAN-TRI 4 SCA-AEM 10 SEN-SER 24 SES-AUT 22 SOL-JAS 5 WIS-ROS 2 SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION LIG-TEX LIGUSTRUM TEXANUM WAXLEAF PRIVET 15 GAL.COMPACT UPRIGHT SHRUB WITH GLOSSY DEEP GREEN LEAVES; PROFUSION OF WHITE FLOWERS IN SPRING. TREES MAY-BOA MAYTENUS BOARIA MAYTEN TREE 36” BOX EVERGREEN TREE TO 25 FT. WITH WEEPING HABIT . PRUNE TO DESIRED SHAPE . WIS-ROS WISTRINGIA ROSMARINIFORMIS WESTRINGIA FIVE GAL .EVERGREEN SHRUB TO 5 FT. WITH SMALL WHITE FLOWERS AND ROSEMARY LIKE FOLIAGE . SENECIO SERPENS PUNK PICKLE SEN-SER ONE GAL.SUCCULENT PERENNIAL WITH LIGHT BLUISH GRAY LEAVES , MASS PLANT AS GROUND COVER . FEJ-SEL FEIJOA SELLOWIANA PINEAPPLE GUAVA 24” BOX FAST GROWING EVERGREEN SHRUB / TREE W/ WHITE FLOWERS AND GRAY-GREEN FOLIAGE , EDIBLE FRUIT (MULTI TRUNK). MET-EXC METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS TREE 24” BOX EVERGREEN W/ EXCEPTIONAL INTEREST . SUPERB , BARK , DARK RED FLOWERS SET WITHIN THE DARK GRAYISH BODY OF FOLIAGE . AJU-REP AJUGA REPTANS ATRO BRONZE AJUGA 6"0.C.LOW GROWING GROUND COVER WITH BRONZE LEAVES AND BLUE FLOWER SPIKES TO 6”. ROS-ICE ROSA ICEBERG (CLIMBER WHEN SPECT .)ICEBERG ROSE FIVE GAL PROFUSE WHITE BLOOMING ROSE , EXCELENT ON FENCES . (CLIMBING WHERE SPECIFIED) GROUND COVER SYMBOL BOTANICAL NAME COMMON NAME SPACING DESCRIPTION COLOR ANNUAL COLOR SEASONAL - 4" POT SIZE 10" O.C . CONTRACTOR TO PLANT A MINIMUM OF ____ FLATS OF COLOR FOR THIS PROJECT OPH-NAN OPHIOPOGON JAPONICUS 'NANUS'DWARF MONDO GRASS 3"0.C.LUMPING PERENNIAL GRASS LIKE FOLIAGE TO 3” W/ LILAC FLOWERS . GREAT LAWN SUBSTITUTE SCA-AEM SCAEVOLA AEMULA BLUE WONDER ONE GAL.SPRAWLING SHRUB / GROUND COVER W/ SMALL LIGHT GREEN LEAVES AND ABUNDENT BLUE FLOWERS. SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION CAM-YUL CAMELLIA SASANGUA YULETIDE SASANQUA CAMELLIA 15 GAL .DEEP ROSE-PINK FLOWER ON COMPACT , UPRIGHT SHRUB TO 3’ SOL-JAS SOLANUM JASMINOIDES POTATO VINE / JASMINE NIGHTSHADE FIVE GAL .EVERGREEN TWINING VINE W/ PERPETUAL BLOOM OF STAR SHAPED WHITE FLOWERS . (DEER RESISTANT) HEL-ARB HELIOTROPIUM X 'MARINE'HELIOTROPE FIVE GAL.SUB-TROPICAL EVERGREEN SHRUB TO 30" W/ DEEP DARK GREEN LEAVES W/ COBALT BLUE FLOWERS. SAN-TRI SANSECIERIA TRIFASCIATA 'BLACK GOLD'BLACK GOLD SANSECIERIA FIVE GAL .UPRIGHT PERENNIAL W/ 30 IN. LONG STIFF DARK GREEN LEAVES W/ YELLOW MARGIN FROM BASE . RAP-MIN RAPHIOLEPIS UMBELLATUS ‘MINOR’DWARF YEDDA HAWTHORNE FIVE GAL .SLOW GROWING COMPACT UPRIGHT SHRUB TO 4 FT. W/ WHITE FLOWER CLUSTERS . OLE-DWF OLEA EUROPAEA MONTRA LITTLE OLLIE DWF OLIVE 15 GAL .DWARF OLIVE WITH BLUE GREEN FOLIAGE TAKES PRUNING WELL . · TURF AREA DOES NOT EXCEED 25% OF LANDSCAPE PLANTING AREA (PROHIBITED ON SLOPE AREAS AND PARKWAYS LESS THAN 10 FEET WIDE) · 75% OF LANDSCAPE AREA MUST BE PLATED WITH CLIMATE ADAPTED PLANTS WITH AN AVERAGE WUCOLS PLANT FACTOR OF 0.3. · COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES 3-INCH MULCH LAYER APPLIED TO ALL PLANTING AREAS (EXCLUDING TURF AREAS) AUTOMATIC IRRIGATION CONTROLLERS WITH MANUAL SHUT-OFF VALVES STATEMENT, “OWNER TO AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO THE MWELO).” SESLERIA AUTUMNALIS AUTUMN MOOR GRASSSES-AUT ONE GAL.GRASS TO 20" TALL, BEARS SPIKE-LIKE SILVER-WHITE (TURNING GOLDEN) FLOWER TASSELS SYNTHETIC TURF SPECIFINCATION YARN TYPE PRIMARY: POLYETHYLENE MONOFILAMENT MEMORY FIBER™ SECONDARY: HEAT SET TEXTURED NYLON MONOFILAMENT YARN COLOR PRIMARY: FIELD/OLIVE GREEN SECONDARY: TURF GREEN/DARK TAN YARN COUNT: PRIMARY: 10,800/6 SECONDARY: 5,040/12 TUFTING CONSTRUCTION: DUAL YARN, SAME ROW BLADE HEIGHT: 2-1/8″ TUFTING GAUGE: 3/8″ FACE WEIGHT: 70 OUNCES TOTAL PRODUCT WEIGHT: 135 OUNCES BACKING PRIMARY: 18 PIC REINFORCED TRI-COMPONENT SECONDARY: 50 OUNCE BIOCEL™ POLYURETHANE, WITH 6 OUNCE NON-WOVEN GEOTEX LAMINATE SEAMING: MICROMECHANICAL BONDING INFILL: 0.75 POUNDS OF RUBBER (OR SAND/RUBBER MIX) LAG-IND LAGERSTROEMIA INDICA 'NATCHEZ'CRAPE MYRTLE 36” BOX DECIDUOUS SMALL TREE NOTED FOR PROLIFIC CLUSTERS OF SHOWY WHITE FLOWERS W/ SMOOTH SHINY TRUNK . TREE PLANTING DETAIL TWICE ROOT BALL WIDTH 18" MIN.1. CLINCH TIE OR EQUAL (4 REQ'D) 2. 10' LODGE POLE STAKES, STAKE SHALL CLEAR ROOT BALL BY 2" TREATED W/ COPPER NAPTHANATE, PLACE AT RIGHT ANGLES TO PREVAILING WINDS. 3. VENTILATED TRUNK GUARD IN TURF AREAS 4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRADE. 5. 4" HIGH WATERING BERM. 6. 2" THICK MULCH LAYER. PER SPEC. 7. FERTILIZER & MYCORRHIZAE TABS (SEE SPECS.) 8. ROUGHEN SURFACE OF ROOT BALL PRIOR TO PLANTING. 1 2 3 4 5 6 7 8 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA . 2 X BALL DIA. SHRUB PLANTING DETAIL NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL.. 1 2 3 4 5 6 7 1. CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE 2. 4" HIGH TEMPORARY BASIN. 3. 2" THICK SHREDDED MULCH DO NOT USE BARK CHIPS WHERE PLAN CALLS FOR MULCH COVER. 4. FERTILIZER AND MYCORRHIZAE TABS (SEE SPECS.) 5. BACKFILL MIX (SEE SPECS.) 6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTED BACKFILL PER SPEC. E L E V A T I O N LEGEND 1. WALL 2. EYEBOLTS: 3/8" DIA. EYEBOLTS IN LEAD SHIELDS, PROVIDE 6. 3. FINISH GRADE 4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE. 5. ANGLE TRUNK OF VINE BACK TO WALL AND REMOVE STAKE & TIE. NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS. VINE DETAIL NON-ADHERING TYPE24" TYP.1 2 3 4 5 EDGE OF PLANTING 2/3 O.C. SPACING EQUAL EQUALSPACING O.C.NOTE: ALL MASS PLANTED SHRUBS AND GROUND COVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MULCH ALL PLANTING AREAS PER SPEC. GROUND COVER AND SHRUB SPACING SPECIMEN TREE PLANTING DETAIL LEGEND 1. SPECIMEN TREE, 36" BOX OR LARGER 2. BLACK PVC HOSE WITH 1/8" BRAIDED GALVANIZED STEEL GUY CABLE, USE GALVANIZED CABLE CLAMPS AND TURNBUCKLE, MINIMUM 3 GUYS. 3. 1/2" DIA. X 2" LONG WHITE PVC WARNING DEVICE - TO BE INSTALLED IN PUBLIC AREAS. 4. WATER BASIN- MINIMUM 4" DEPTH, MULCH TO 2" DEPTH AND DEEP WATER TREE IMMEDIATELY UPON PLANTING. REMOVE BASIN AT END OF MAINTENANCE PERIOD. 5. FINISH GRADE, CROWN OF TREE MUST NOT BE PLANTED BELOW THIS LEVEL. 6. AMMENDED BACKFILL MIX - SEE SPECIFICATIONS. TAMP AND SETTLE BACKFILL BEFORE PLANTING SO THAT TREE DOES NOT SINK AFTER PLANTING. BOTTOM 8" UNDER TREE SHALL BE WASHED SAND. 7.TREE ROOTBALL - MUST NOT BE ROOT BOUND. LOOSEN ANY TIGHT PACKED ROOTS. TWICE ROOT BALL WIDTH 10. MODEL 68 DUCKBILL EARTH ANCHOR WITH 1/8" BRAIDED GALVANIZED STEEL CABLE . INSTALL PER MFG. SPECIFICATIONS. 11. ROOTBALL DEPTH PLUS 8" FOR WASHED SAND IF BEDROCK IS ENCOUNTERED DIG AN ADDITIONAL 18". 1 2 3 4 5 6 7 8 9 10 11 9. FERTILIZER TABLETS - SEE SPECIFICATIONS 8. EMPTY 3" DIAMETER PERFORATED PVC DRAIN PIPE FOR AIR AND WATERING, PLACE MIN. 3 PER TREE. 12. 12" Ø AUGURED HOLE X 6' DEEP FILL WITH WASHED SAND.12 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA . PLANTING PLANSYNTHETIC TURF TO BE DUPONT SELECT LX BY FOREVERLAWN, CONTACT PAUL MC CAUGHEY 909-81`6-4688 FOR INSTALLATION. RM CY RI RI RI RI RI RI CY CY H H LT LT LT LT LT LT LT LT LT LT LT LT LT LT RM RM RM RM RM RM RM RM RM RM RM WR WR S S SS S S S S S S WIS-ROS SEN-SER LIG-TEX RAP-MIN SES-AUT OPH-NAN MAY-BOA MAY-BOA OPH-NAN SES-AUT FEI-SEL WIS-ROS RAP-MIN SOL-JAS SAN-TRIAJU-REP CAM-YUL OLE-DWFSEN-SER SYNTHETIC TURF SES-AUT CAM-YUL HEL-ARB ROS-ICE OLE-DWF SES-AUT SCA-AEM MET-EXC SEN-SER AJU-REP OPH-NAN SYNTHETIC TURF SYNTHETIC TURF SYNTHETIC TURF SYNTHETIC TURF AS STREET TREE LAG-IND AS STREET TREE LAG-IND LANDSCAPE ARCHITECTURAL PLANS FORANDREW AND JULIE STUPIN 3324 VIA LIDO • NEWPORT BEACH, CA 92663DATE: DRAWN BY:D.P. 5-9-19 © 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.20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899L A N D S C A P E A R C H I T E C T U R ESHEET NO . OF - L-APN: 423-123-12 & 423-123-21LOT 68, TRACT NO. 3357, CITY OF NEWPORT BEACH,COUNTY OF ORANGE JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-1.0 05/17/2019 2018373-DIMENSIONAL VIEWSSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE 4 AXONOMETRIC - SOUTHEAST 2 AXONOMETRIC - SOUTHWEST 3 AXONOMETRIC - NORTHWEST 1 AXONOMETRIC - NORTHEAST DW T DW T UP NEW WALL -2 x 6 STUDS @ 16" O.C. NEW WALL -2 x 4 STUDS @ 16" O.C. WALL W/. STONE VENEER -2 x 6 STUDS @ 16" O.C. CONCRETE RETAINING WALL -REF. STRUCTURAL CONCRETE MASONRY WALL -6" CMU U.N.O. DOUBLE WALL CONSTRUCTION -2 x 4 MIN. STAGGERED STUD @ 16" O.C. WINDOW -REFERENCE SCHEDULE DOOR -REFERENCE SCHEDULE CABINET -BUILT IN CASEWORK COLUMN -REF. STRUCTURAL DWGS. FURNITURE -FOR PRESENTATION PURPOSES ONLY FIREPLACE -PREFAB GAS-ONLY APPLIANCE PLUMBING FIXTURE -SINK (AS SELECTED) PLUMBING FIXTURE -TOILET (AS SELECTED) PLAN LEGEND LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS FIRE RATED CEILING ASS'Y. REF. DTL. 7/AD-1 INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 101 1i ?KEYNOTE TAG -REFERENCE KEYNOTE LEGEND THIS SHT. WINDOW TAG -REFERENCE SHEET A-7.0 DOOR TAG -REFERENCE SHEET A-7.0 1.PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE-BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE-BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2.PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF WHOLE-BUILDING VENTILATION REQUIREMENT). MECHANICAL VENTILATION NOTE: CALCULATIONS: UNIT: 3,164 S.F. (0.03)3,164 S.F.+ [7.5 CFM x OCC. (BED. +1)] = 94.92 CFM + (7.5 x 4) = 124.92 CFM REQ'D. 2 A-5.4 2 A-5.4 1 A-5.4 1 A-5.4 1 A-5.3 1 A-5.3 1 A-5.1 1 A-5.1 2 A-5.3 2 A-5.3 2 A-5.1 2 A-5.1 2 A-5.0 2 A-5.0 2 A-5.2 2 A-5.2 1 A-5.5 1 A-5.5 1 A-5.0 1 A-5.0 GARAGE 1 GARAGE 2 POWDER MUD ROOM FOYER BUTLER'S KITCHEN KITCHEN DINING ROOM GREAT ROOM GAME ROOM 1 A-5.2 1 A-5.2 ELEVATOR POOL BATH LOGGIA PATIO (COVERED) (COVERED) YARD W/C. STAIRS POOL SPA (BY SEP. PERMIT) (BY SEP. PERMIT)CLR.21' - 3 3/4"CLR. 21' - 8 3/8"CLR.21' - 0"CLR. 21' - 6 3/8"R.Y.S.B.7' - 6"R.Y.S.B.7' - 6"OCEAN F.Y.S.B. 10' - 0" F.Y.S.B. 4' - 0"7' - 8 7/8"76' - 9 1/2"9' - 0 1/2"22' - 5"32' - 2 1/2"22' - 2"1' - 11"18' - 4"1' - 11"2' - 8"17' - 1"2' - 8"2' - 3 3/8"64' - 9 3/8"12' - 5 1/2" 52' - 3 1/8"12' - 6 1/4" 19' - 3 1/4"3' - 2 1/8"5' - 2 3/8"19' - 1 1/2"3' - 8"1' - 9 7/8"9' - 10 1/4"2' - 8"7' - 8 7/8"75' - 8"10' - 2"2' - 6"7' - 8"21' - 10 1/2"31' - 11"21' - 10 1/2"9' - 6 3/8"12' - 10 1/4"9' - 6 3/8"1' - 3"8' - 3 3/8"1' - 3"6"1' - 3"3' - 5 1/8"3' - 5 1/8"1' - 3"6"1' - 3"8' - 3 3/8"1' - 3"ENTRY DATUM ENTRY DATUM 1 1 2' - 2 1/2"18' - 0"2' - 2 1/2"5' - 8"4' - 5 7/8"10' - 6 1/4"4' - 5 7/8"5' - 8"2' - 2 1/2"18' - 0"2' - 2 1/2"22' - 5"30' - 10"22' - 5"11 1/8"8' - 8"11 1/8"4' - 4"4' - 4"DN 1' - 3"3' - 5 5/8" 1' - 3"3' - 6 5/8" 1' - 3"6"1' - 3"5' - 10" 1' - 3"6"1' - 3"5' - 10" 12' - 9 1/8"67' - 2 3/8"10' - 0 1/2" 21' - 4 7/8"40' - 3 1/2"3' - 7"1' - 11" 1' - 8"2' - 1"4' - 10 3/4"14' - 7 1/4"5' - 0 3/4"3' - 5 5/8"3' - 2 5/8"1' - 0 3/4"3' - 3"11 3/4"22' - 5"30' - 10"1' - 4 1/2"1' - 11"16' - 9 3/4"2' - 2 1/2"2' - 7 1/4"7' - 8 1/4"9' - 2"6' - 11 5/8"8' - 5 3/4"6' - 11 5/8"1' - 5"28' - 0"1' - 5"1' - 4"9' - 10 1/4"2' - 8" 1' - 4" 1' - 7 1/2" 11' - 4 3/4"1' - 11" 4' - 1 3/4"5' - 3 1/2"3' - 7"1' - 11" 2 3 4 5 4 6 4 748 9 CLR.3' - 4 1/2"10114 12 13 12 13 3 7 8 4 5 CLR.3' - 8 1/2"11 7 4 9 14 14 14 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 12 3 54 7 8 10 9 11 12 13 14 15 16 17 1819 20 ABV. ABV. ABV. ABV.ABV.ABV. ABV. ABV. ABV. ABV. 6 ABV. JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-2.0 05/17/2019 201837MAIN LEVEL FLOOR PLANSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 KEYNOTE LEGEND 1 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 2 BBQ AS SELECTED. - PROVIDE GAS S.O. & POWER AS REQ'D. BY MFGR. - VERIFY W/. OWNER 3 BAR SINK - AS SELECTED 4 COUNTERTOP - AS SELECTED 5 FURNISHINGS - AS SELECTED 6 KITCHEN SINK - AS SELECTED 7 BASE CABINET - BUILT-IN, FINISH AS SEL. 8 UPPER CABINET - BUILT-IN, FINISH AS SEL. 9 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, 1.6 GALLONS/FLUSH 10 BASE CABINET - SINK UNIT, BUILT-IN, FINISH AS SEL. 11 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 12 FIREPLACE - PREFABRICATED, GAS ONLY, 'ASTRIA' GEORGIAN FIREPLACE - SIZE PER PLAN (ANSI Z21.60), 36" SINGLE SIDED CONFIGURATIONS [DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH 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.) 13 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CBC 2111.13.1) SIDE VENT IN WALL NOT PERMITTED WITHIN 3' OF PROPERTY LINE. TERMINATION AT TOP OF CHIMNEY. 14 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 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. PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 FIRST FLOOR PLAN *HERS VERIFICATION REQUIRED-REFERENCE T-24.1 A 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 NO. REVISION DATE WD D UP DN 2 A-5.4 2 A-5.4 1 A-5.4 1 A-5.4 1 A-5.3 1 A-5.3 1 A-5.1 1 A-5.1 2 A-5.3 2 A-5.3 2 A-5.1 2 A-5.1 2 A-5.0 2 A-5.0 2 A-5.2 2 A-5.2 1 A-5.5 1 A-5.5 1 A-5.0 1 A-5.0 MASTER SUITE GYM / OFFICEBEDROOM #2 W.I.C. BATH #2 BATH #4 W.I.C. LAUNDRY ELEVATOR BEDROOM #3 W.I.C. BATH #3 MASTER W.I.C. 1 A-5.2 1 A-5.2 W/C. STAIRS W/C. SHOWER SHOWER SHOWER SEATSEAT OCEAN F.Y.S.B. 10' - 0"S.Y.S.B.7' - 6"S.Y.S.B.7' - 6"F.Y.S.B. 4' - 0" 2' - 3 3/8"52' - 3 1/8"24' - 11 3/4" 2' - 2 3/8"52' - 3 1/8"12' - 6 1/4"12' - 5 1/2" 3' - 9 3/8"9' - 6"2' - 9 5/8"4' - 6 3/4"2' - 8 1/8"3' - 8 3/4"4' - 6 3/4"4' - 6 3/4"2' - 9 5/8"9' - 6"3' - 9 3/8" 2' - 1 7/8"8' - 10 1/8"10' - 2"75' - 8"7' - 8 7/8"22' - 5"30' - 10"22' - 5"5' - 9"10' - 11"5' - 9"5' - 9"10' - 11"5' - 9"8:128:126:12 6:12 3' - 2 1/2"2' - 5 1/2"2' - 5 1/2"4' - 10"2' - 5 1/2"2' - 5 1/2"4' - 10"2' - 5 1/2"2' - 5 1/2"3' - 2 1/2"2' - 1 7/8"8' - 10 1/8" 12' - 9 1/8"60' - 5 3/8"16' - 9 1/2" 3' - 11 7/8"2' - 0 1/8"12' - 4 5/8"6' - 0 3/4"2' - 0 7/8"2' - 0 3/8"2' - 3 3/4"5' - 7"2' - 7 1/4"4' - 10 1/2"11' - 11" 12' - 9 1/8"21' - 4 7/8"39' - 0 1/2" 10' - 7 3/8"2' - 1 7/8"3' - 9 3/8"9' - 6"2' - 9 5/8"3' - 7 7/8"1' - 8"2' - 6"7' - 8"W/C. MASTER BATH W/C.7' - 8 7/8"78' - 2"7' - 8"22' - 5"34' - 1"18' - 5"3' - 3"1' - 4"3' - 7 1/4"9' - 5 1/2" 1' - 4"3' - 7 1/4"3' - 3"1' - 5"28' - 0"1' - 5"3' - 6"7' - 8 1/2"7' - 8 1/2"3' - 6"3' - 3 1/4"5' - 7 3/4" 6' - 10 1/2"5' - 7 3/4"9:128:128:12 8:121 1 2 R @ 0' -7 3/4"16 3 4 5 1 6CLR.3' - 0"7 CLR.3' - 0"7 7 CLR. 2' - 6" 834 1 9 10 CLR.3' - 9 3/4"7 11 1 8123CLR.4' - 5 7/8"7 6 SEATSHOWER 6 13 1414 15 4 3 16 16 17 17 1718 1 5/8" 19 20 20 197:1219 19 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 26 21 22 23 24 25 ABV. 272829303132 33 34 35 1 2 3 4 5 6 7 8 9 10 11 12 NEW WALL -2 x 6 STUDS @ 16" O.C. NEW WALL -2 x 4 STUDS @ 16" O.C. WALL W/. STONE VENEER -2 x 6 STUDS @ 16" O.C. CONCRETE RETAINING WALL -REF. STRUCTURAL CONCRETE MASONRY WALL -6" CMU U.N.O. DOUBLE WALL CONSTRUCTION -2 x 4 MIN. STAGGERED STUD @ 16" O.C. WINDOW -REFERENCE SCHEDULE DOOR -REFERENCE SCHEDULE CABINET -BUILT IN CASEWORK COLUMN -REF. STRUCTURAL DWGS. FURNITURE -FOR PRESENTATION PURPOSES ONLY FIREPLACE -PREFAB GAS-ONLY APPLIANCE PLUMBING FIXTURE -SINK (AS SELECTED) PLUMBING FIXTURE -TOILET (AS SELECTED) PLAN LEGEND LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS FIRE RATED CEILING ASS'Y. REF. DTL. 7/AD-1 INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 101 1i ?KEYNOTE TAG -REFERENCE KEYNOTE LEGEND THIS SHT. WINDOW TAG -REFERENCE SHEET A-7.0 DOOR TAG -REFERENCE SHEET A-7.0 1.PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE-BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE-BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2.PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF WHOLE-BUILDING VENTILATION REQUIREMENT). MECHANICAL VENTILATION NOTE: CALCULATIONS: UNIT: 3,164 S.F. (0.03)3,164 S.F.+ [7.5 CFM x OCC. (BED. +1)] = 94.92 CFM + (7.5 x 4) = 124.92 CFM REQ'D. JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-2.1 05/17/2019 201837SECOND LEVEL FLOOR PLANSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 SECOND FLOOR PLAN STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 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. *HERS VERIFICATION REQUIRED-REFERENCE T-24.1 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 A KEYNOTE LEGEND 1 FURNISHINGS - AS SELECTED 2 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 3 COUNTERTOP - AS SELECTED 4 BASE CABINET - BUILT-IN, FINISH AS SEL. 5 UPPER CABINET - BUILT-IN, FINISH AS SEL. 6 SHELF AND POLE - BUILT IN, FINISH AS SEL. 7 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, 1.6 GALLONS/FLUSH 8 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 9 FIREPLACE - PREFABRICATED, GAS ONLY, 'ASTRIA' GEORGIAN FIREPLACE - SIZE PER PLAN (ANSI Z21.60), 36" SINGLE SIDED CONFIGURATIONS [DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH 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.) 10 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CBC 2111.13.1) SIDE VENT IN WALL NOT PERMITTED WITHIN 3' OF PROPERTY LINE. TERMINATION AT TOP OF CHIMNEY. 11 BATHTUB - FREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 12 BASE CABINET - SINK UNIT, BUILT-IN, FINISH AS SEL. 13 WASHER AND/OR DRYER - PROVIDE HOOK-UPS, POWER, INSTALL PAN & DRAIN UNDER WASHER (TYP.) - G.C. TO VERIFY LOC'N. & SIZE & DRYER VENT 14' MAX. LENGTH (CMC 504.3.2) PROVIDE GAS STUB-OUT 14 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) 15 OPENINGS SHALL REMAIN OPEN 16 COLLECTOR TO MATCH DOWNSPOUT AND GUTTER MAT., REF. AMT. SCHED. A/A-4.0 - ARCH. TOP APPV. 17 DOWNSPOUT - COPPER/ALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 18 GUTTER - PER MAT. SCHED. A/A-4.0, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 19 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 20 PROPERTY LINE DN DN DN 2 A-5.4 2 A-5.4 1 A-5.4 1 A-5.4 1 A-5.3 1 A-5.3 1 A-5.1 1 A-5.1 2 A-5.3 2 A-5.3 2 A-5.1 2 A-5.1 2 A-5.0 2 A-5.0 2 A-5.2 2 A-5.2 1 A-5.5 1 A-5.5 1 A-5.0 1 A-5.0 FAMILY ROOM 1 A-5.2 1 A-5.2 BATH #5 W.I.C. BEDROOM #5 STAIRS ELEVATOR BATH #6 OCEAN F.Y.S.B. 10' - 0"S.Y.S.B.7' - 6"S.Y.S.B.7' - 6"F.Y.S.B. 4' - 0" 18' - 8 3/4"19' - 9 1/4"41' - 0 1/4" 16' - 5 3/8"1' - 9 5/8"8' - 1"8' - 1"1' - 9 5/8"16' - 0 1/2"24' - 11 3/4" 34' - 2"21' - 11 3/4"33' - 10 1/4" 12' - 9 1/8"21' - 4 7/8"2' - 6 5/8"9' - 9 1/2"2' - 6 1/8"3' - 3 7/8"3' - 9 5/8"14' - 5 1/2"2' - 7 1/4"16' - 9 1/2"9' - 1 3/8"75' - 2"9' - 3 1/2"15' - 5 1/4"6' - 9"3' - 6 3/4"5' - 4 7/8"20' - 9 1/8"7' - 2 1/2"8' - 3 7/8"7' - 8 5/8"F.O.S. OF WALL BELOW THE ROOF 9' - 1 3/8"19' - 5 3/4"33' - 10 1/4"21' - 10"9' - 3 1/2"15' - 5 3/4"4' - 0"30' - 11"2' - 11 1/4"5' - 9 1/2"16' - 0 1/2"1 2 3 3 3 1/4" 8' - 0" 3 1/2" 7' - 7 1/2"1/2"6' - 0 1/2"27' - 9 1/4" 2 1/8" 8' - 0"10 1/8"13' - 3"27' - 9 1/4"3' - 8"7' - 8"43 5 R @ 0' -6"3 6 7 R @ 0' -6"3 5 R @ 0' -7 3/4"16 5 8 9 10 11 3 7 CLR. 2' - 9"SEATSHOWER 5' - 8 3/4"10' - 0"1' - 6"7' - 6"1' - 6"10' - 0"4' - 0"3' - 4 1/2"10:1210:1210:1210:121.5:121.5:12 4:124:12 4:1212:12 12:12 12:12 12:1210:128:128:128:128:128:128:1210:129:129:121.5:12 10:12 9:129:1210:12 12 8 10 3 13 13 13 13 13 13 13 13 13 13 13 14 14 14 14 14 15 15 16 16 16 16 37 38 40 41 42 43 44 45 36 37 38 39 40 412' - 1"3' - 8 1/2"2' - 11 1/4"44 45 46 474849 4243 13 14 15 NEW WALL -2 x 6 STUDS @ 16" O.C. NEW WALL -2 x 4 STUDS @ 16" O.C. WALL W/. STONE VENEER -2 x 6 STUDS @ 16" O.C. CONCRETE RETAINING WALL -REF. STRUCTURAL CONCRETE MASONRY WALL -6" CMU U.N.O. DOUBLE WALL CONSTRUCTION -2 x 4 MIN. STAGGERED STUD @ 16" O.C. WINDOW -REFERENCE SCHEDULE DOOR -REFERENCE SCHEDULE CABINET -BUILT IN CASEWORK COLUMN -REF. STRUCTURAL DWGS. FURNITURE -FOR PRESENTATION PURPOSES ONLY FIREPLACE -PREFAB GAS-ONLY APPLIANCE PLUMBING FIXTURE -SINK (AS SELECTED) PLUMBING FIXTURE -TOILET (AS SELECTED) PLAN LEGEND LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS FIRE RATED CEILING ASS'Y. REF. DTL. 7/AD-1 INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 101 1i ?KEYNOTE TAG -REFERENCE KEYNOTE LEGEND THIS SHT. WINDOW TAG -REFERENCE SHEET A-7.0 DOOR TAG -REFERENCE SHEET A-7.0 1.PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE-BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE-BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2.PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF WHOLE-BUILDING VENTILATION REQUIREMENT). MECHANICAL VENTILATION NOTE: CALCULATIONS: UNIT: 3,164 S.F. (0.03)3,164 S.F.+ [7.5 CFM x OCC. (BED. +1)] = 94.92 CFM + (7.5 x 4) = 124.92 CFM REQ'D. JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-2.2 05/17/2019 201837THIRD LEVEL FLOOR PLANSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 THIRD FLOOR PLAN STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 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. *HERS VERIFICATION REQUIRED-REFERENCE T-24.1 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 A KEYNOTE LEGEND 1 FIREPLACE - PREFABRICATED, GAS ONLY, 'ASTRIA' GEORGIAN FIREPLACE - SIZE PER PLAN (ANSI Z21.60), 36" SINGLE SIDED CONFIGURATIONS [DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH 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.) 2 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CBC 2111.13.1) SIDE VENT IN WALL NOT PERMITTED WITHIN 3' OF PROPERTY LINE. TERMINATION AT TOP OF CHIMNEY. 3 FURNISHINGS - AS SELECTED 4 PALOFORM, ROBATA 72" CONCRETE FIRE PIT - INSTALL PER MFRG. SPECS & GUIDELINE (PROVIDE GAS & ELEC AS REQ'D.) 5 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 6 BATHTUB - FREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 7 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, 1.6 GALLONS/FLUSH 8 BASE CABINET - BUILT-IN, FINISH AS SEL. 9 BAR SINK - AS SELECTED 10 COUNTERTOP - AS SELECTED 11 UPPER CABINET - BUILT-IN, FINISH AS SEL. 12 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 13 SLATE ROOFING. - REF. MATERIAL SCHEDULE SHT. A-4.0 14 ROOF - STANDING SEAM METAL W/. KYNAR FINISH - COLOR AS SELECTED 15 PROPERTY LINE 16 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED UP UP ROOF VENTILATION NOTES: (CRC R806) 1.ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE AT LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED W/. CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQ'TS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 IF ONE OR MORE OF THE FOLLOWING ARE MET; 1. IN CLIMATE ZONES 14 & 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. 2. AT LEAST 40% AND MORE THAN 50% OF THE REQUIRED VENTILATING ARE IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF TEH REQUIRED VANTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED. 3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHT'G. AND AT THE LOCATION OF THE VENT. 4. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G.'S INSTALLATION INSTRUCTIONS. INSTALLATION OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R903. INSTALLATION OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R703.1. 5. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) AND UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN CEILINGS THAT ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBER/RAFTERS AND THE STRUCTURAL ROOF SHT'G. AT THE TOP OF THE ROOF FRAMING MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASEEMBLY. 3. WHERE WOOD SHINGLES OF SHAKES ARE USED, A MIN. 1/4" VENTED AIR SPACE SEPARATES THE SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHT'G. 4. IN CALIFORNIA CLIMATE ZONES 14 & 16, ANY AIR- IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT W/. THE UNDERSIDE OF THE INSULATION (SEE TITLE 24, PART 6, FIG. 100.1-A) 5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHT'G. (NO INSULATION SHALL BE REQ'D. WHEN ROOF TILES, WOOD SHINGLES OR WOOD SHAKES, OR ANY OTHER ROOFING SYSTEM USING BATTENS AND NO CONT. UNDERLAYMENT IS INSTALLED. A CONT. LAYER SHALL BE CONSIDERED TO EXIST IF SHT'G., ROOFING PAPER OR ANY CONT. LAYER WHICH HAS A PERM RATE OF NO MORE THAN ONE PERM UNDER THE DRY CUP METHOD.); 5.1. AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHT'G. 5.2. AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE AIR-PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE STRUCTURAL SHT'G., RIDGE BOARD OR SHEET INSULATION W/. AN R-VALUE OR R-4 SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION CONTROL. 5.3. AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR-PERMEABLE INSULATION. 5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE AIR IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER. 2x ROOF RAFTER (PER STRUCT.) INTERIOR FINISH (PER PLANS, WHERE OCCURS)* AIR-PERMEABLE INSULATION (PER PLANS & T24), TO BE IN DIRECT CONTACT WITH THE UNDER SIDE OF THE STRUCTURAL ROOF SHEATHING FOR UNVENTED ASSEMBLY IN CLIMATE ZONE 6-15 HEADLAP MIN. 2 LAYERS 15# ROOF FELTS (FOR SLOPES <3:12 PROVIDE AN APPROVED SEALED UNDERLAYMENT - ARCH. & OWNER TO APPV.) 1/2" CDX PLYWD. SHT'G. MIN. (REF. STRUCT) SLATE TILES AT THE EAVES OR CORNICE LINE SHALL BE DOUBLED FOR UNDER-EAVES AT FIRST EXPOSED COURSE. UNDER-EAVE SLATE SHALL BE APPX. 3" LONGER THAN EXPOSURE OF FIRST COURSE. SLATE TILES SHALL PROJECT 2" AT THE EAVES AND 1" AT GABLE ENDS. NAILS IN SLATES OVERLAPPING SHEET METALWORK SHALL NOT PUNCTURE THE SHEET METAL. EXPOSED NAILS ARE PERMISSIBLE ONLY IN TOP COURSES WHERE UNAVOIDABLE. EXPOSED NAIL HEADS SHALL BE COVERED WITH ELASTIC CEMENT. HIP SLATES AND RIDGE SLATES SHALL BE LAID IN ELASTIC CEMENT, SPREAD THICKLY OVER UNEXPOSED SURFACE OF UNDER COURSES OF SLATE, NAILED SECURELY IN PLACE AND POINTED WITH ELASTIC CEMENT. MINIMUM (2) COPPER NAILS OF SUFFICIENT LENGTH TO PENETRATE THE ROOF DECKING AT LEAST 3/4" OR THROUGH THE DECKING THICKNESS, WHICHEVER IS LESS MIN. HEADLAP : 4:12 < SLOPE < 8:12 = 4" 8:12 < SLOPE < 20:12 = 3" SLOPE > 20:12 = 2" 12 PER PLAN SLOPE GENERAL NOTES: 4. 3. 2. 1. REF. CBC 1507.7 FLASHING & COUNTERFLASHING. SHALL BE SHT. MTL. MIN. UNCOATED 0.0179" THK. ZINC COATED G90. VALLEY FLSH'G. MIN. 15" WIDE 5. SLATE SHINGLES SHALL COMPLY WITH ASTM C4066. *UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATIIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. CONT. BUILT-UP FASCIA & SHDW. BD. -ARCH TO APPV. SIZE PRIOR TO CUTTING ROOF RAFTERS COPPER GUTTER AS SEL. ROOFING PER PLAN & MAT. SCHED. O/. ROOFING FELT (MIN. 2 LAYERS 15#) 2x ROOF RAFTERS PER STRUCT. ROOF SHT'G PER STRUCT. EXTERIOR FINISH PER PLANS & MAT. SCHED. COPPER DRIP EDGE (TYP.) 2X SOLID BLK'G. 1x6 T&G SOFFIT PANELS -PAINT & SEAL (COLOR AS SEL.) PROVIDE VENTS FOR ATTIC VENTILATION PER CRC R806 AS NEEDED9 1/4"1 1/2"3/4"5 1/2"3 3/4"OVERHANG PER PLANS 1/4"9 1/4"9 1/4"9 1/4"2X SOFFIT FRM'G TYP. REVEAL -COORD. W/. EAVES RATED MIN. 24" TO PL. FILLED REGION INDICATES ATTIC SPACE-REF. ATTIC VENTILATION CALCS. ROOF PLAN LEGEND 1x T&G SOFFIT O/. TYVEK (OR EQUIV.) PAINT (ARCH. TO APPV.) INTERIOR FINISH, PER PLAN (WHERE OCCURS) 'TYVEK' OR EQ. BLDG. WRAP CDX PLYWD. SHT'G. (PER STRUCT'L.) THERMAL BATT INSUL'N. CAULK & SEAL ROOFING MATERIAL (REF. PLANS) O/. 30# ROOF FELT & CDX PLYWD. ROOF SHT'G. (PER STRUCT'L.) CONT. BUILT-UP FASCIA & SHDW. BD. -ARCH. TO APPV. SIZE PRIOR TO CUTTING ROOF RAFTERS CAULK & SEAL BASE FLASHING EAVE FLASHING W/. DRIP (BY ROOFING MFGR.) TO MATCH ROOF EXTERIOR FINISH -REF. PLANS & MAT. SCHED. 2x BLK'G.1"OVERHANG PER PLANS 2x SOFFIT FRM'G. MIN. 24" TO PL. 2x ROOF RAFTER (PER STRUCT.) *INTERIOR FINISH (PER PLANS, AS OCCURS) AIR-PERMEABLE INSULATION (PER PLANS & T24), TO BE IN DIRECT CONTACT WITH THE UNDER SIDE OF THE STRUCTURAL ROOF SHEATHING FOR UNVENTED ASSEMBLY MIN. 30# ROOF FELT-(2) LAYERS GAF VERSASHIELD UNDERLAYMENT 15/32" CDX PLYWD. SHT'G. MIN. (REF. STRUCT) FASTENERS PER MFGR. INSTRUCTIONS 12 SLOPE PER PLAN STANDING SEAM METAL (ZINC OR EQUIV.) -REF. MAT. SCHED. A/A-5, CLASS 'A' ASSY. TYP.6" - 10"6" MIN. DOUBLE FOLD 3/4" LOCK, ALT. METHOD CLEATS @ 18" O.C. MAX. CONT. LOCK STRIP, SOLDERED ARCH. TO APPV. 12"-16"1-1/2" HIGHVALLEY DETAIL PRODUCT LISTING: ICC # ESR-2048, CB-150 *UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. 1/4" DENSGLASS OR EQUIV. A-4.11 A-4.1 A-4.0 A-4.0 2 1 2 2 A-5.4 2 A-5.4 1 A-5.4 1 A-5.4 1 A-5.3 1 A-5.3 1 A-5.1 1 A-5.1 2 A-5.3 2 A-5.3 2 A-5.1 2 A-5.1 2 A-5.0 2 A-5.0 2 A-5.2 2 A-5.2 1 A-5.5 1 A-5.5 1 A-5.0 1 A-5.0 1 A-5.2 1 A-5.210:1210:123:123:129:129:129:129:128:128:128:128:128:128:1212:12 12:12 12:12 12:12 3:12 3:12 3:12 3:12 3:12 3:12 3:12 3:12 10:1210:124:124:124:1210:1210:121.5:12 1.5:12 10:12 10:12 10:12 1 2 1 1 1 1 1 1 2 1 3 3 3 4 4 4 4 4 HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 42.98' HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 43.08'3:123:123:12HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 42.98' 37.17' 37.17' 37.17' 38.66' 43.12' T.O.CHIMNEY 44.62' T.O.CHIMNEY 8:128:126:12 6:12 7:1238.07' T.O. POST 37.83' TR 37.96' TW 37.96' TW JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-3.0 05/17/2019 201837ROOF PLANSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON KEYNOTE LEGEND 1 SLATE ROOFING. - REF. MATERIAL SCHEDULE SHT. A-4.0 2 ROOF - STANDING SEAM METAL W/. KYNAR FINISH - COLOR AS SELECTED 3 GUTTER - PER MAT. SCHED. A/A-4.0, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 4 RECESSED GUTTER - PER MAT. SCHED. A/A-4.0, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 1 1/2" = 1'-0"B SLATE TILE ROOFING 1 1/2" = 1'-0"D EAVE DETAIL 1 1/2" = 1'-0"F RAKE DETAIL 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 A 1 1/2" = 1'-0"C METAL ROOFING DETAIL NO. REVISION DATE PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ROOF PLAN 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 STEEL WINDOWS AND DOORS MANUFACTURER: RIVIERA BRONZE -ARCHITECTURAL STEEL WINDOWS AND DOORS ADDRESS: 1895 NORTH VENTURA AVENUE, VENTURA, CA 93001 CONTACT: DEAN BENTLEY PHONE: 805.653.1943 FAX: 805.653.1942 EMAIL: DEAN@RIVIERABRONZE.COM WEB: WWW.RIVIERABRONZE.COM GUTTERS: GARAGE DOORS: SUPPLIER:RANCH HOUSE DOORS WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: FLASHING & WEATHERSTRIPPING: MATERIAL: METAL -COPPER/ALUM.PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) TUFFLEX POLYMERS 10880 POPLAR AVE. FONTANA, CA P: 909.349.2016 WWW.TUFFLEXPOLYMERS.COM CODE: ICC # ESR-2505 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. EXTERIOR STONE/MASONRY VENEER SUPPLIER: STONE TYPE:TBD COLOR: TBD APPLICATION: TBD THICKNESS: 1" -1.5" NOMINAL WEIGHT: <10 PSF. SLATE ROOFING: PRODUCT: SLATE, NATURAL STONE SUPPLIER: TBD COLOR:DARK GRAY, TO BE APPROVED BY ARCH. & OWNER APPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS 'A' ASSEMBLY WEIGHT:APPX. 12 PSF. METAL ROOFING: ( CLASS 'A' ) MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P: 909.664.1500 PRODUCT: STANDING SEAM ZINC ROOFING, CB-150 COLOR: ANTHRA ZINC NOTES:USE CONTINUOUS 16" OR 18" PANS -VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS. (NO TRANSVERSE SEAMS) REF. DTL. 1/A-3 WEIGHT:APPX. 2 PSF. CODE: ICC # ESR-2048, CB-150 HORIZONTAL WOOD SIDING: MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 P: 909.356.6366 PRODUCT: HARDIEPLANK® LAP SIDING, SMOOTH COLOR: ARCTIC WHITE, ARCH. TO APPV. APPLICATION: SHIPLAP 4" PLANK CODE: ICC# ESR-2290 EXTERIOR METAL PANELING: KYNAR PAINTED ALUM. MANUFACTURER: OCM, OLD COUNTRY MILLWORK INC. COLOR: DARK BRONZE FINISH: ACM PANEL -ARCH. TO APPROVE SIZING/ REVEAL SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' GARAGE T.O.C. 10.50' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.1 2 A-5.1 2 A-5.0 1 A-5.0 1 A-5.2 33' - 0"28' - 0"10' - 9 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 0 3/4"10' - 3 1/8"11' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 6 3/4"10' - 3 1/8"7 5 1 3 11 5 10 3 7 3 2 6 5 11 12 3 10 4 7 1 8 :1 2 R 5' - 3 1/4"6:12 HT. CERT. REQ'D. 42.98' HT. CERT. REQ'D. 42.98' HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 43.08' 38.66' 43.12' T.O.CHIMNEY 27.68' 38.66' HT. CERT. REQ'D. 44.62' 4 NEW DOCK'S ACCESS BY OTHER NOT A PART 3 1012 8 91113 4 21 322 232425 4 40 39 38 ENTRY FLOOR (T.O.S.) 11.00' ENTRY FLOOR (T.O.S.) 11.00' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' GARAGE T.O.C. 10.50' GARAGE T.O.C. 10.50' 2 A-5.4 1 A-5.4 1 A-5.3 2 A-5.3 2 A-5.2 1 A-5.5 6"10' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"11' - 6 3/4"10' - 3 1/8"33' - 0"28' - 0"6"10' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"11' - 6 3/4"10' - 3 1/8"1 2 33 2 3 4 5 66 1 7 8 1 4 9 7 5 4 5 3 :1 2 10:121 0:1 2 8 :1 2 8:12 8 :1 2 8:12 8 :1 2 8:12 10:121 0:1 2 3:12 10 4 10 11 9 8 7:12 12 10 9 8 :1 2 8:12 T Y P .R 5' - 3 1/4"9 :1 2 HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 43.08' 37.17'37.17'37.17' 27.68' 43.12' T.O.CHIMNEY 44.62' T.O.CHIMNEY 11 20 12 7 15 4 23 6 11 36 333435 2 37 JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-4.0 05/17/2019 201837EXTERIOR ELEVATIONS &MATERIAL SCHEDULESTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON KEYNOTE LEGEND 1 MASONRY STONE VENEER AS SELECTED - REF. MAT. SCHED. A/A-4.0 2 KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS- TINTED OBSIDIAN/ BLACK)-ARCH TO APPV. SIZE & REVEAL. INSTALL PER MANUF. SPECIFICATIONS REF. 9/AD-1 3 ROOF - STANDING SEAM METAL W/. KYNAR FINISH - COLOR AS SELECTED 4 WOOD SIDING - REF. MATERIAL SCHEDULE A/A-4.0 5 MDX WOOD PANELING, PAINTED WHITE - ARCH. TO APPV. 6 DECO. WD. CORBEL - VERIFY SIZE & LOC'N. W/. ARCH. 7 SLATE ROOFING. - REF. MATERIAL SCHEDULE SHT. A-4.0 8 COLLECTOR TO MATCH DOWNSPOUT AND GUTTER MAT., REF. AMT. SCHED. A/A-4.0 - ARCH. TOP APPV. 9 CROWN MOULDING, SEAL AND PAINT AS SEL. - ARCH. TO APPV. PROFILE 10 DOWNSPOUT - COPPER/ALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 11 GUTTER - PER MAT. SCHED. A/A-4.0, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 12 FURNISHINGS - AS SELECTED MATERIAL SCHEDULEA 1/4" = 1'-0"2 LEFT ELEVATION - NORTH 1/4" = 1'-0"1 FRONT ELEVATION -WEST NOTE: REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. NO. REVISION DATE SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' ROOF DECK PLATE 33.25' ROOF DECK PLATE 33.25' ROOF DECK T.O.S. 34.33' ROOF DECK T.O.S. 34.33' 2 A-5.4 FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.4 1 A-5.3 2 A-5.3 2 A-5.2 1 A-5.5 33' - 0"28' - 0"11' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 5 1/4"10' - 8 1/4"1' - 1"10' - 3 1/8"1' - 6 1/8"11' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 6 3/4"10' - 8 1/4"1' - 1"10' - 3 1/8"1' - 6 1/8"1 2 3 4 3 :1 2 10:121 0:1 2 7 :1 2 8 :1 2 8:12 9 :1 2 9:1 2 9 :1 2 9:1 2 3:123:1 2 5 2 6 7 1 5 1 58 8 6 7 4 :1 2 4:12 5 5 5 9 9 10 3:12 HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 42.98' HT. CERT. REQ'D. 43.08' 38.66' 34.73' 43.12' T.O.CHIMNEY 44.62' T.O.CHIMNEY 37.96' TW 37.83' TR NEW DOCK'S ACCESS BY OTHER NOT A PART PROPOSED ACCESS POINT FOR THE NEW DOCK'S ACCESS -PROVIDE 42" HIGH GUARD ABV. FS/FG UNTIL AFTER THE NEW DOCK'S ACCESS CONSTRUCTED ABV.F.F.42" MIN.ABV.F.F.42" MIN.99 26 5 567 9 8 14151617 171819 8 46 131415 SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' ROOF DECK PLATE 33.25' ROOF DECK PLATE 33.25' ROOF DECK T.O.S. 34.33' ROOF DECK T.O.S. 34.33' GARAGE T.O.C. 10.50' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.1 2 A-5.1 2 A-5.0 1 A-5.0 1 A-5.2 33' - 0"28' - 0"7' - 6"1' - 3 1/8"9' - 0"1' - 3 1/8"11' - 3 5/8"1' - 1"10' - 8 1/4"12' - 6 3/4"1' - 6 1/8"10' - 3 1/8"7' - 6"1' - 3 1/8"9' - 0"1' - 3 1/8"10' - 9 5/8"1' - 1"10' - 8 1/4"12' - 0 3/4"1' - 6 1/8"10' - 3 1/8"11 2 7 8 R 5 ' - 3 1 / 4 " 7 8 7 1 7 6 6 :1 2 5 9 6 12 13 14 1 2 7 5 8:12 4:12 44.62' T.O.CHIMNEY HT. CERT. REQ'D. 43.08' HT. CERT. REQ'D. 43.08'43.12' T.O.CHIMNEY 38.66' 27.68' 692728 1819 2930 313210 10 49 48 47 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 STEEL WINDOWS AND DOORS MANUFACTURER: RIVIERA BRONZE -ARCHITECTURAL STEEL WINDOWS AND DOORS ADDRESS: 1895 NORTH VENTURA AVENUE, VENTURA, CA 93001 CONTACT: DEAN BENTLEY PHONE: 805.653.1943 FAX: 805.653.1942 EMAIL: DEAN@RIVIERABRONZE.COM WEB: WWW.RIVIERABRONZE.COM GUTTERS: GARAGE DOORS: SUPPLIER:RANCH HOUSE DOORS WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: FLASHING & WEATHERSTRIPPING: MATERIAL: METAL -COPPER/ALUM.PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) TUFFLEX POLYMERS 10880 POPLAR AVE. FONTANA, CA P: 909.349.2016 WWW.TUFFLEXPOLYMERS.COM CODE: ICC # ESR-2505 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. EXTERIOR STONE/MASONRY VENEER SUPPLIER: STONE TYPE:TBD COLOR: TBD APPLICATION: TBD THICKNESS: 1" -1.5" NOMINAL WEIGHT: <10 PSF. SLATE ROOFING: PRODUCT: SLATE, NATURAL STONE SUPPLIER: TBD COLOR:DARK GRAY, TO BE APPROVED BY ARCH. & OWNER APPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS 'A' ASSEMBLY WEIGHT:APPX. 12 PSF. METAL ROOFING: ( CLASS 'A' ) MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P: 909.664.1500 PRODUCT: STANDING SEAM ZINC ROOFING, CB-150 COLOR: ANTHRA ZINC NOTES:USE CONTINUOUS 16" OR 18" PANS -VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS. (NO TRANSVERSE SEAMS) REF. DTL. 1/A-3 WEIGHT:APPX. 2 PSF. CODE: ICC # ESR-2048, CB-150 HORIZONTAL WOOD SIDING: MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 P: 909.356.6366 PRODUCT: HARDIEPLANK® LAP SIDING, SMOOTH COLOR: ARCTIC WHITE, ARCH. TO APPV. APPLICATION: SHIPLAP 4" PLANK CODE: ICC# ESR-2290 EXTERIOR METAL PANELING: KYNAR PAINTED ALUM. MANUFACTURER: OCM, OLD COUNTRY MILLWORK INC. COLOR: DARK BRONZE FINISH: ACM PANEL -ARCH. TO APPROVE SIZING/ REVEAL JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-4.1 05/17/2019 201837EXTERIOR ELEVATIONSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE 1/4" = 1'-0"1 OCEAN FRONT ELEVATION - EAST 1/4" = 1'-0"2 RIGHT ELEVATION - SOUTH KEYNOTE LEGEND 1 WOOD SIDING - REF. MATERIAL SCHEDULE A/A-4.0 2 DOWNSPOUT - COPPER/ALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 3 GUTTER - PER MAT. SCHED. A/A-4.0, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 4 CROWN MOULDING, SEAL AND PAINT AS SEL. - ARCH. TO APPV. PROFILE 5 MASONRY STONE VENEER AS SELECTED - REF. MAT. SCHED. A/A-4.0 6 MDX WOOD PANELING, PAINTED WHITE - ARCH. TO APPV. 7 ROOF - STANDING SEAM METAL W/. KYNAR FINISH - COLOR AS SELECTED 8 SLATE ROOFING. - REF. MATERIAL SCHEDULE SHT. A-4.0 9 EXTERIOR GLASS GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 9 & 13/AD-1 10 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 9 & 13/AD-1 11 COLLECTOR TO MATCH DOWNSPOUT AND GUTTER MAT., REF. AMT. SCHED. A/A-4.0 - ARCH. TOP APPV. 12 FURNISHINGS - AS SELECTED 13 DECO. WD. CORBEL - VERIFY SIZE & LOC'N. W/. ARCH. 14 KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS- TINTED OBSIDIAN/ BLACK)-ARCH TO APPV. SIZE & REVEAL. INSTALL PER MANUF. SPECIFICATIONS REF. 9/AD-1 MATERIAL SCHEDULEA NOTE: REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE- FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS. DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS. DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. FIRE-BLOCKING & DRAFT-STOP NOTE INSULATION SCHEDULE: EXTERIOR WALL: 2 x 4 CONST. = R-13 MIN. 2 x 6 CONST. OR LARGER =R-19 RAISED FLOOR:R-30 MIN. ROOF:R-30 (REF. T-24 REPORT FOR MORE INFORMATION) NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME NEW WALL -2 x 6 STUDS @ 16" O.C. U.N.O. NEW WALL -2 x 4 STUDS @ 16" O.C. U.N.O. WALL W/. STONE VENEER -2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL -REF. STRUCTURAL SEPARATION LEGEND EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. B ENTRY FLOOR (T.O.S.) 11.00' ENTRY FLOOR (T.O.S.) 11.00' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' GARAGE T.O.C. 10.50' GARAGE T.O.C. 10.50' 2 A-5.4 1 A-5.4 1 A-5.3 2 A-5.3 2 A-5.2 1 A-5.5 BEDROOM #2 GARAGE 2 LAUNDRY MUD ROOMFOYER STAIRS STAIRS BEDROOM #3 GARAGE 1 6"10' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 0 3/4"10' - 3 1/8"6"10' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 0 3/4"10' - 3 1/8"1 2 3 4 5 6 7 8 1110:121 0:1 2 3 :1 2 9 :1 2 10:121 0:1 2 3:12 7:12 24232221 13 29333435 ENTRY FLOOR (T.O.S.) 11.00' ENTRY FLOOR (T.O.S.) 11.00' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' 2 A-5.4 FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.4 1 A-5.3 2 A-5.3 2 A-5.2 1 A-5.5 BEDROOM #5 FAMILY ROOM W.I.C.W.I.C.BATH #3 GAME ROOM GREAT ROOMDINING ROOMKITCHENBUTLER'S KITCHEN11' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"1' - 0"11' - 6 3/4"10' - 3 1/8"11' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"1' - 0"11' - 6 3/4"10' - 3 1/8"9 1 10 3 4 2 11 12 3 :1 2 3:12 3 :1 2 3:12 9:1 210:127 :1 2 353433 3534 4241 20212223 1 51 JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-5.0 05/17/2019 201837BUILDING SECTIONSSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON KEYNOTE LEGEND 1 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 2 CONCRETE SLAB ON GRADE - REF. STRUCT. 3 FLOOR JOISTS - REF. STRUCT. 4 ROOF RAFTERS - REF. STRUCT. 5 UPPER CABINET - BUILT-IN, FINISH AS SEL. 6 COUNTERTOP - AS SELECTED 7 BASE CABINET - BUILT-IN, FINISH AS SEL. 8 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) 9 INTERIOR GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10 HANDRAIL - 34" - 38" ABOVE STAIR NOSING (36" U.N.O.) - MATERIAL AS SELECTED, REF. DTLS. 2, 4/AD-1 11 CONCRETE FOOTING - REF. STRUCT. 12 FURNISHINGS - AS SELECTED NO. REVISION DATE 1/4" = 1'-0"1 LONGITUDINAL SECTION 1/4" = 1'-0"2 LONGITUDINAL SECTION FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE- FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS. DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS. DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. FIRE-BLOCKING & DRAFT-STOP NOTE INSULATION SCHEDULE: EXTERIOR WALL: 2 x 4 CONST. = R-13 MIN. 2 x 6 CONST. OR LARGER =R-19 RAISED FLOOR:R-30 MIN. ROOF:R-30 (REF. T-24 REPORT FOR MORE INFORMATION) NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME NEW WALL -2 x 6 STUDS @ 16" O.C. U.N.O. NEW WALL -2 x 4 STUDS @ 16" O.C. U.N.O. WALL W/. STONE VENEER -2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL -REF. STRUCTURAL SEPARATION LEGEND EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. B SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' ROOF DECK PLATE 33.25' ROOF DECK PLATE 33.25' ROOF DECK T.O.S. 34.33' ROOF DECK T.O.S. 34.33' 2 A-5.4 FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.4 1 A-5.3 2 A-5.3 2 A-5.2 1 A-5.5 FAMILY ROOM BATH #4W.I.C.MASTER SUITEMASTER W.I.C. BEDROOM #5 GAME ROOM GREAT ROOM DINING ROOM KITCHEN BUTLER'S KITCHEN 11' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 6 3/4"10' - 8 1/4"1' - 1"5' - 11 7/8"11' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 6 3/4"10' - 8 1/4"1' - 1"5' - 11 7/8"1 2 3 4 5 6 7 8 3 :1 2 3:12 9 :1 2 3 :1 2 3:12 1 0:1 2 41 44 17 18 28 98 1514 16 17 76 5 ENTRY FLOOR (T.O.S.) 11.00' ENTRY FLOOR (T.O.S.) 11.00' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' ROOF DECK PLATE 33.25' ROOF DECK PLATE 33.25' ROOF DECK T.O.S. 34.33' ROOF DECK T.O.S. 34.33' 2 A-5.4 FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.4 1 A-5.3 2 A-5.3 2 A-5.2 1 A-5.5 BATH #5 W.I.C. MASTER W.I.C. GAME ROOMGREAT ROOMDINING ROOMKITCHENBUTLER'S KITCHEN GYM / OFFICE MASTER SUITE 11' - 3 5/8"1' - 3 1/8"10' - 8 1/4"1' - 1"5' - 11 7/8"1' - 0"11' - 6 3/4"11' - 9 1/4"11' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"1' - 0"11' - 6 3/4"10' - 8 1/4"1' - 1"5' - 11 7/8"1 2 7 6 5 3 :1 2 3:12 10:121 0:1 2 3 :1 2 3:12 9:1 2 7 :1 2 292628 1 51 44 41 JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-5.1 05/17/2019 201837BUILDING SECTIONSSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON KEYNOTE LEGEND 1 ROOF RAFTERS - REF. STRUCT. 2 FLOOR JOISTS - REF. STRUCT. 3 DECK FRAMING - REF. STRUCT. 4 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 9 & 13/AD-1 5 CONCRETE SLAB ON GRADE - REF. STRUCT. 6 CONCRETE FOOTING - REF. STRUCT. 7 FURNISHINGS - AS SELECTED 8 DECORATIVE PENDANT LIGHT FIXTURE TO BE HIGH EFFICACY, REF. NOTE #5 OF ELECTRICAL NOTES NO. REVISION DATE 1/4" = 1'-0"1 LONGITUDINAL SECTION 1/4" = 1'-0"2 LONGITUDINAL SECTION SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' 2 A-5.4 FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.4 1 A-5.3 2 A-5.3 2 A-5.2 1 A-5.5 LOGGIAPATIO GYM / OFFICE MASTER BATH 11' - 3 5/8"1' - 3 1/8"9' - 0"8' - 9 1/8"1 2 3 4 :1 2 4:1210:121 0:1 2 3 :1 2 3:12 7 :1 2 8 :1 2 9 :1 2 9:1 2 9 :1 2 9:1 2 3:123:1 2 1718 7 6 89 17 16 15 14 46 5 FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE- FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS. DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS. DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. FIRE-BLOCKING & DRAFT-STOP NOTE INSULATION SCHEDULE: EXTERIOR WALL: 2 x 4 CONST. = R-13 MIN. 2 x 6 CONST. OR LARGER =R-19 RAISED FLOOR:R-30 MIN. ROOF:R-30 (REF. T-24 REPORT FOR MORE INFORMATION) NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME NEW WALL -2 x 6 STUDS @ 16" O.C. U.N.O. NEW WALL -2 x 4 STUDS @ 16" O.C. U.N.O. WALL W/. STONE VENEER -2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL -REF. STRUCTURAL SEPARATION LEGEND EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. B SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' GARAGE T.O.C. 10.50' FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.1 2 A-5.1 2 A-5.0 1 A-5.0 1 A-5.2 GYM / OFFICEBATH #4BATH #2BEDROOM #2 FAMILY ROOM GARAGE 2 BUTLER'S KITCHEN PATIO SECOND FLOOR FINISH 22.69' SECOND FLOOR FINISH 22.69'7' - 6"1' - 3 1/8"8' - 10 1/2"1' - 4 5/8"11' - 3 5/8"10' - 1 5/8"12' - 8 1/4"7' - 6"1' - 3 1/8"8' - 10 1/2"1' - 4 5/8"10' - 9 5/8"6"10' - 1 5/8"12' - 8 1/4"4 5 3 6 7 2 8 SLOPE PER CIVIL POOL (BY SEP. PERMIT)R 5 ' - 3 1 / 4 " 4:12 6 :1 2 7 40 4544 10 JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-5.2 05/17/2019 201837BUILDING SECTIONSSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE 1/4" = 1'-0"1 LONGITUDINAL SECTION KEYNOTE LEGEND 1 FLOOR JOISTS - REF. STRUCT. 2 FURNISHINGS - AS SELECTED 3 BASE CABINET - BUILT-IN, FINISH AS SEL. 4 CONCRETE FOOTING - REF. STRUCT. 5 CONCRETE SLAB ON GRADE - REF. STRUCT. 6 COUNTERTOP - AS SELECTED 7 UPPER CABINET - BUILT-IN, FINISH AS SEL. 8 ROOF RAFTERS - REF. STRUCT. 1/4" = 1'-0"2 TRANSVERSE SECTION FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE- FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS. DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS. DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. FIRE-BLOCKING & DRAFT-STOP NOTE INSULATION SCHEDULE: EXTERIOR WALL: 2 x 4 CONST. = R-13 MIN. 2 x 6 CONST. OR LARGER =R-19 RAISED FLOOR:R-30 MIN. ROOF:R-30 (REF. T-24 REPORT FOR MORE INFORMATION) NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME NEW WALL -2 x 6 STUDS @ 16" O.C. U.N.O. NEW WALL -2 x 4 STUDS @ 16" O.C. U.N.O. WALL W/. STONE VENEER -2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL -REF. STRUCTURAL SEPARATION LEGEND EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. B SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' GARAGE T.O.C. 10.50' GARAGE T.O.C. 10.50' FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.1 2 A-5.1 2 A-5.0 1 A-5.0 1 A-5.2 FAMILY ROOM GYM / OFFICE BEDROOM #2 GARAGE 2KITCHENPATIO 6"10' - 9 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 6 3/4"10' - 3 1/8"6"10' - 9 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 6 3/4"10' - 3 1/8"1 2 3 4 5 6 6 SLOPE PER CIVIL POOL (BY SEP. PERMIT) 103231 10 1918 27 28 47 48 49 9 ENTRY FLOOR (T.O.S.) 11.00' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' ROOF DECK PLATE 33.25' ROOF DECK T.O.S. 34.33' FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.1 2 A-5.1 2 A-5.0 1 A-5.0 1 A-5.2 MASTER SUITE ELEVATOR ELEVATOR LAUNDRY POWDERFOYERELEVATOR DINING ROOM11' - 3 5/8"1' - 3 1/8"10' - 8 1/4"1' - 1"5' - 11 7/8"1' - 0"10' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 6 3/4"10' - 3 1/8"12' - 6 3/4"11' - 9 1/4"5 6 6 1 7 8 2 4 POOL (BY SEP. PERMIT) 1512 1918 4045 44 48 JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-5.3 05/17/2019 201837BUILDING SECTIONSSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE KEYNOTE LEGEND 1 ROOF RAFTERS - REF. STRUCT. 2 FLOOR JOISTS - REF. STRUCT. 3 CONCRETE SLAB ON GRADE - REF. STRUCT. 4 CONCRETE FOOTING - REF. STRUCT. 5 EXTERIOR GLASS GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 9 & 13/AD-1 6 FURNISHINGS - AS SELECTED 7 COUNTERTOP - AS SELECTED 8 DECK FRAMING - REF. STRUCT. 1/4" = 1'-0"1 TRANSVERSE SECTION 1/4" = 1'-0"2 TRANSVERSE SECTION INSULATION SCHEDULE: EXTERIOR WALL: 2 x 4 CONST. = R-13 MIN. 2 x 6 CONST. OR LARGER =R-19 RAISED FLOOR:R-30 MIN. ROOF:R-30 (REF. T-24 REPORT FOR MORE INFORMATION) NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME NEW WALL -2 x 6 STUDS @ 16" O.C. U.N.O. NEW WALL -2 x 4 STUDS @ 16" O.C. U.N.O. WALL W/. STONE VENEER -2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL -REF. STRUCTURAL SEPARATION LEGEND EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. B FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE- FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS. DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS. DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. FIRE-BLOCKING & DRAFT-STOP NOTE ENTRY FLOOR (T.O.S.) 11.00' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' ROOF DECK PLATE 33.25' ROOF DECK T.O.S. 34.33' FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.1 2 A-5.1 2 A-5.0 1 A-5.0 1 A-5.2 MASTER SUITE GREAT ROOM FOYER 11' - 3 5/8"1' - 3 1/8"10' - 8 1/4"1' - 1"5' - 11 7/8"12' - 6 3/4"11' - 9 1/4"1' - 0"10' - 3 5/8"1' - 3 1/8"9' - 0"1' - 3 1/8"7' - 6"12' - 6 3/4"10' - 3 1/8"1 2 3 4 5 6 4 7 8 5 STAIRS POOL (BY SEP. PERMIT) 12 1918 4045 44 48 7 ENTRY FLOOR (T.O.S.) 11.00' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' ROOF DECK PLATE 33.25' ROOF DECK T.O.S. 34.33' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.1 2 A-5.1 2 A-5.0 1 A-5.0 1 A-5.2 STAIRS STAIRS STAIRS MASTER SUITE GREAT ROOMFOYER7' - 6"1' - 3 1/8"9' - 0"1' - 3 1/8"10' - 3 5/8"10' - 3 1/8"11' - 6 3/4"5' - 11 7/8"1' - 1"10' - 8 1/4"1' - 3 1/8"11' - 3 5/8"11' - 9 1/4"12' - 6 3/4"1' - 6 1/8"5 39 4 10 6 11 12 13 POOL (BY SEP. PERMIT) 16 43 6 30 37 4243 JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-5.4 05/17/2019 201837BUILDING SECTIONSSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE KEYNOTE LEGEND 1 EXTERIOR GLASS GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 9 & 13/AD-1 2 DECK FRAMING - REF. STRUCT. 3 FLOOR JOISTS - REF. STRUCT. 4 COUNTERTOP - AS SELECTED 5 ROOF RAFTERS - REF. STRUCT. 6 FURNISHINGS - AS SELECTED 7 CONCRETE SLAB ON GRADE - REF. STRUCT. 8 CONCRETE FOOTING - REF. STRUCT. 9 BASE CABINET - BUILT-IN, FINISH AS SEL. 10 UPPER CABINET - BUILT-IN, FINISH AS SEL. 11 HANDRAIL - 34" - 38" ABOVE STAIR NOSING (36" U.N.O.) - MATERIAL AS SELECTED, REF. DTLS. 2, 4/AD-1 12 INTERIOR GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 13 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 1/4" = 1'-0"1 TRANSVERSE SECTION 1/4" = 1'-0"2 TRANSVERSE SECTION FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE- FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS. DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS. DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. FIRE-BLOCKING & DRAFT-STOP NOTE INSULATION SCHEDULE: EXTERIOR WALL: 2 x 4 CONST. = R-13 MIN. 2 x 6 CONST. OR LARGER =R-19 RAISED FLOOR:R-30 MIN. ROOF:R-30 (REF. T-24 REPORT FOR MORE INFORMATION) NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME NEW WALL -2 x 6 STUDS @ 16" O.C. U.N.O. NEW WALL -2 x 4 STUDS @ 16" O.C. U.N.O. WALL W/. STONE VENEER -2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL -REF. STRUCTURAL SEPARATION LEGEND EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. B SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR PLATE (TYP.) 21.30' SECOND FLOOR T.O.S. (TYP.) 22.56' SECOND FLOOR T.O.S. (TYP.) 22.56' ROOF PLATE (TYP.) 40.32' ROOF PLATE (TYP.) 40.32' GRADE PLANE 10.12' GRADE PLANE 10.12' MAX. FLAT ROOF 38.12' MAX. FLAT ROOF 38.12' MAX. RIDGE 43.12' MAX. RIDGE 43.12' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR PLATE (TYP.) 31.56' THIRD FLOOR T.O.S. (TYP.) 32.82' THIRD FLOOR T.O.S. (TYP.) 32.82' GARAGE T.O.C. 10.50' FIRST FLOOR (T.O.S.) 10.00' FIRST FLOOR (T.O.S.) 10.00' 1 A-5.1 2 A-5.1 2 A-5.0 1 A-5.0 1 A-5.2 BEDROOM #5 BATH #5 MASTER W.I.C. BATH #3BEDROOM #3 GAME ROOM GARAGE 1 LOGGIA 7' - 6"1' - 3 1/8"9' - 0"1' - 3 1/8"11' - 3 5/8"10' - 3 1/8"12' - 6 3/4"7' - 6"1' - 3 1/8"9' - 0"1' - 3 1/8"10' - 9 5/8"6"10' - 3 1/8"12' - 6 3/4"MASTER BATH 1 2 3 456 7 SLOPE PER CIVIL 22213 38 39 40 4 36 10 9 11 13 1283 JOB NO. DATE DOCUMENT VALID UPON ORIGINAL SIGNATURE SHEET NO. REVISIONSOWNER INFORMATION:PROJECT NAME STATUS These documents are the property of BRANDON ARCHITECTS, Christopher Brandon, principal architect, and are not to be duplicated, altered or utilized in any way by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party, whether depicted or implied hereon.PROJECT MANAGER/ARCHITECT A-5.5 05/17/2019 201837BUILDING SECTIONSSTUPIN RESIDENCE STUPIN RESIDENCEAMDREW & JULIE STUPINC/O. COASTLINE REALESTATE INVESTMENTS215TH STREETHUNTINGTON BEACHCA 92648CDP 3324 VIA LIDO, NEWPORT BEACH, CA 92663JUSTIN JONHSTON NO. REVISION DATE KEYNOTE LEGEND 1 SHELF AND POLE - BUILT IN, FINISH AS SEL. 2 FLOOR JOISTS - REF. STRUCT. 3 FURNISHINGS - AS SELECTED 4 BATHTUB - FREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 5 COUNTERTOP - AS SELECTED 6 BASE CABINET - SINK UNIT, BUILT-IN, FINISH AS SEL. 7 ROOF RAFTERS - REF. STRUCT. 1/4" = 1'-0"1 TRANSVERSE SECTION