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HomeMy WebLinkAbout20200213_Plans_ApprovedName 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 12/19/2019 2018-30TITLE SHEETBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH 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. CHRISTOPHER BRANDON 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 SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA ON BALBOA ISLAND ON SOUTH BAY FRONT, NORTH OF THE FERRY TERMINAL. THE EXISTING LOT IS APPROX. 61' WIDE BY APPROX. 86' DEEP AND ZONED R-BI (BALBOA ISLAND) AND APPROX. 5,184.24 S.F. THE CLIENT PROPOSES TO BUILD A NEW 3 STORY SINGLE FAMILY RESIDENCE APPROX. 5,689 S.F. LIVING AND 715 S.F. GARAGE. THE FIRST FLOOR PROGRAM INCLUDES BUT NOT LIMITED TO: EAT-IN KITCHEN W/. ISLAND & PANTRY, GREAT ROOM W/. FIREPLACE, DINING AREA (ALL OPEN), LOUNGE, POWDER ROOM, AND 3 CAR GARAGE. SECOND FLOOR PROGRAM INCLUDES: MASTER SUITE, MASTER BATH AND WALK IN CLOSET, 4 SECONDARY BEDROOMS WITH ATTACHED BATHS & CLOSETS, FAMILY ROOM, GAME ROON, AND LAUNDRY ROOM. THIRD FLOOR WILL CONSIST OF A BONUS ROOM A WITH SECONDARY POWDER AND EXTERIOR CABANA AND DECK. THE DESIGN WITH BE OF TRADITIONAL CAPE COD THEMED FOCUSING ON EXTERIOR VIEWS OF THE BAYFRONT. EXTERIOR MATERIALS TO BE OF HIGH QUALITY AND DURABILITY INCLUDING NATURAL WOOD SHINGLES, EXTERIOR COMPOSITE WOOD SIDING, NATURAL SHINGLE ROOFING, AND METAL ROOFING 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: BAY FRONT TRADITIONAL BRANDON ARCHITECTS, INC.SOUTH BAYFRONT WATERPOINTE, LLC MR. GARRETT CALACCI, PRESIDENT 610 NEWPORT CENTER DR. SUITE 890 NEWPORT BEACH, CA 92660 P: 949.644.8900 WATERPOINTE PROPERTIES, LLC MR. GARRETT CALACCI, PRESIDENT 610 NEWPORT CENTER DR. SUITE 890 NEWPORT BEACH, CA 92660 P: 949.644.8900 TBD BUILDING AREA SCHEDULE 3D AREA COMMENTS FIRST FLOOR 2470 SF SECOND FLOOR 2824 SF THIRD FLOOR 395 SF 5689 SF 3-CAR GARAGE 715 SF 715 SF GRAND TOTAL 6404 SF OUTDOOR AREA SCHEDULE NAME AREA COMMENTS ENTRY 301 SF PARTIALLY COVERED PATIO 556 SF PARTIALLY COVERED 857 SF M. BALCONY 132 SF UNCOVERED BALCONY 151 SF PARTIALLY COVERED 283 SF VIEW DECK 416 SF UNCOVERED CABANA 133 SF COVERED 550 SF GRAND TOTAL 1690 SF APEX LAND SURVEYING, INC. PAUL CRAFT, LIC. NO. 8516 HUNTINGTON BEACH, CA 92646 P: 714.488.5006 F: 714.333.4440 FARHAD MANSHADI, LIC. NO. C36840 ESI/FME, INC. 1800 E. 16TH ST., STE. B SANTA ANA, CA 92701 P: 714.835.2800 F: 714.835.2819 EGA CONSULTANTS, LLC. 375-C MONTE VISTA AVE. COSTA MESA, CA 92627 P.949.642.9303 PROJECT NO. WP126.1 DATED: JULY 5TH, 2018 FORKETT ENGINEERING TOM RUIZ P: 714 963 6793 22311 BROOKHURST ST. HUNTINGTON BEACH, CA 92646 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-0.1 BUILDING AREA PLANS C2 PRECISE GRADING PLAN C4 EROSION CONTROL PLAN A-1.0 3-DIMENSIONAL VIEWS A-2.0 FIRST FLOOR PLAN A-2.1 SECOND FLOOR PLAN A-2.2 THIRD FLOOR PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE A-4.1 EXTERIOR ELEVATIONS A-5.0 BUILDING SECTIONS S1 FOUNDATION PLAN FD1 FOUNDATION DETAILS INTERIOR DESIGNER: TBD 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 INFORMATION: 1.949.644.3200 ZONING INFORMATION:1.949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL:1.949.644.3275 PERMITS:1.949.644.3288 INSPECTIONS:1.949.644.3255 NEWPORT BEACH FIRE DEPARTMENT:1.949.644.3106 ORANGE COUNTY HEALTH SERVICES:1.714.834.3882 LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-BI SITE AREA:5,184.24 S.F. BUILDABLE AREA: 4,229.23 S.F. TOTAL ALLOWABLE AREA: 1.5 x 4229.23 S.F. = 6343.85 S.F. +200 S.F. = 6543.85 S.F. REQ'D OPEN VOLUME = 4229.23 S.F. X .15 = 634.38 S.F. (7'-6" HT MIN.) OPEN VOLUME PROVIDED = 1,140 S.F. > 634.38 S.F. EXISTING BUILDING INFORMATION: EXISTING MULTI FAMILY W/ GARAGE TO BE DEMOLISHED EXISTING S.F. = 3,246.63 S.F. (FOOTPRINT) ZONING INFORMATION: FRONT SETBACK: 0 FT. REAR SETBACK: 5 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. APN: 050-043-13 LOT 1&2 BLOCK 7 OF SECTION 1, BALBOA ISLAND, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA,AS PER MAP RECORDED IN BOOK 6, PAGE 30 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. 400 S. BAY FRONT, NEWPORT BEACH, CA 92662 TITLE 24 CONSULTANT: HERITAGE ENGERGY GROUP LLC RUDY SAINS 470 WALD, IRVINE, CA 92618 P:949.789.7221 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 SEPARATE SUBMITTAL (FOR H.O.A. PURPOSES). 2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50dBA (55dBA WITH TIMER, 65dBA WITH TIMER AND NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 4. 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, CONTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 6. GLASS GUARD/HANDRAILS 1. REF. STRUCT. SHTS. FOR SPECIAL INSPECTION BY ENGINEER OF RECORD 2. HERS VERIFICATION REQUIRED, REF. T-24 ENERGY CALCULATIONS 3. A LICENSED SURVEYOR SHALL COMPLETE A FEMA ELEVATION CERTIFICATE (EC) AND SUBMIT IT TO BUILDING DEPARTMENT INSPECTOR DURING FINAL INSPECTION. 4. THE EC MUST BE APPROVED BY THE CITY’S COMMUNITY RATING SYSTEM (CRS) COORDINATOR PRIOR TO REQUESTING FINAL INSPECTION. 5. ALL MECHANICAL, GAS AND ELECTRICAL EQUIPMENT SERVICING THE BUILDING, INCLUDING DUCTS MUST BE AT OR ABOVE 9.0 FT NAVD88. TOTAL LIVING TOTAL GARAGE NO. REVISION DATE TOTAL OPEN SPACE TOTAL FIRST FLOOR BAY FRONT S. PARK AVE.MARINE AVE.FERRRY TERMINAL TOTAL SECOND FLOOR TOTAL THIRD FLOOR TOTAL LANDSCAPE AREA: 196.47 S.F. PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) 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 12/19/2019 2018-30GENERAL ARCHITECTURAL NOTESBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH 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: SOUTH BAYFRONT WATERPOINTE, LLC 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 WITH ALL PROVISIONS OF THE APPLICABLE BUILDING CODES AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, SUB-CONTRACTORS, AND ANYONE SUPPLYING LABOR AND/OR MATERIAL TO BRING TO THE ATTENTION OF THE ARCHITECT (VERBALLY AND IN WRITING) ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODES AND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE AS LISTED IN "CODE REVIEW" BOX. (T-1) ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: THE BUILDING CODES, 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 PLAN CHECK FEE AND REQUIRED REFUNDABLE DEPOSITS WHICH WILL BE PAID BY THE OWNER. CONTRACTOR SHALL ARRANGE FOR ALL METER INSTALLATIONS AND PAY ALL FEES FOR SAID METERS. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE. 3. CONTRACTOR'S SURVEY: CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH THOSE SHOWN ON THE DRAWINGS AND SHALL VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS. 4. COORDINATION OF CONSTRUCTION: CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURACY OF DETAILS; FOR CONFIRMING AND COORDINATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY AND PERFORMANCE OF ALL WORK IN A SAFE AND SATISFACTORY MANNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK INCLUDING THAT OF THE SUB-CONTRACTORS. CONTRACTOR SHALL PROVIDE SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR AGREES TO BIND EVERY SUB-CONTRACTOR BY THE TERMS OF THE CONTRACT AS FAR AS SUCH TERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK. 5. CLEAN-UP: ALL 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 APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD. THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. SCHEMATIC PLANS ARE INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS (e.g. SCHEMATIC ELECTRICAL PLANS). 15. DIMENSIONS ON DRAWINGS: FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE, AND DETAIL DRAWINGS IN PREFERENCE TO SMALL SCALE DRAWINGS. SUB-CONTRACTOR AND CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD PRIOR TO ANY WORK BEING CONSTRUCTED OR MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTEN NOTES AND SCHEDULES ON DRAWINGS SHALL BE FOLLOWED IN PREFERENCE TO INFORMATION FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILED DRAWINGS FURNISHED DURING CONSTRUCTION OR APPROVED BY CONTRACTOR OR ARCHITECT ARE TO BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAWINGS AND SPECIFICATIONS. NOTES, FIGURES AND DETAILS ON SAID DRAWINGS SHALL BE FOLLOWED AND EXECUTED AS IF PART OF THESE DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED UNLESS PERMITTED BY THE ARCHITECT. DIMENSIONS SHALL GOVERN. ALL EXTERIOR DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, UNLESS OTHERWISE NOTED ON DRAWINGS. INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED ON DRAWINGS. WHERE DIMENSION IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH TO FACE OF FINISH OF EACH MATERIAL. PLUS OR MINUS (+/-) DIMENSIONS SHALL NOT VARY BY MORE THAN 2" WITHOUT APPROVAL BY ARCHITECT. WALL ANGLES ARE EITHER 90° OR 45° UNLESS NOTED OTHERWISE. 16. SUBMITTALS, MEETING NOTES, BULLETINS, AND MEMOS: SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201-1997; AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. ARCHITECT, FROM TIME TO TIME, WILL ISSUE CONSTRUCTION NOTES OR MEMOS REGARDING CONSTRUCTION ISSUES THAT HAVE ARISEN SINCE THE DRAWINGS AND SPECIFICATIONS WERE COMPLETED. CONTRACTOR SHALL REVIEW THESE WRITTEN DOCUMENTS AND INCORPORATE THEM INTO THE PROJECT. ANY QUESTIONS OR OBJECTIONS AS TO THE INTENT OF THE WRITTEN DOCUMENT ITEMS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DISCUSSION AND OR CLARIFICATION. ANY ITEM THAT RESULTS IN A CHANGE TO THE COST OR TIMING OF THE PROJECT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO EXECUTING. CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND/OR FABRICATION. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CUTS FOR ALL FIXTURES AND EQUIPMENT CALLED FOR ON THE CONSTRUCTION DOCUMENTS TO ARCHITECT INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, HARDWARE, PLUMBING FIXTURES, KITCHEN EQUIPMENT, ETC. BY SUBMITTING SHOP DRAWINGS AND PRODUCT DATA, THE CONTRACTOR REPRESENTS THAT HE/SHE HAS VERIFIED FIELD CONDITIONS, DIMENSIONS AND RELATED CONSTRUCTION AND HAS COORDINATED THE SUBMISSION CONSTRUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFICATION OF ADHERENCE TO THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL MEANS AND METHODS AND ERRORS AND OMISSIONS ON THEIR DRAWINGS. CONTRACTOR TO SUBMIT A COMPLETE SHOP DRAWINGS AND OR SUBMITTAL FOR APPROVAL BEFORE COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. SUBMIT SAMPLES FOR INITIAL SELECTION PURPOSES OF ACTUAL VENEERS SHOWING A FULL RANGE OR GRAIN VARIATION, FINISH AND PATTERNS PROPOSED. SUBMIT SAMPLES AS REQUIRED UNTIL APPROVED BY ARCHITECT. SAMPLES SHALL BE 12" X 12" MIN., ONE UNIT OF EACH TYPE AND FINISH. 17. ERRORS AND OMISSIONS: ERRORS OR OMISSIONS WHICH APPEAR ON THE DRAWINGS, IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR AND TO THE CONTRACTOR BY THE SUB-CONTRACTOR IN WRITING. IN EVENT OF FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME. HOWEVER, DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOT THE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN BOTH. 18. BARRICADES: CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY PROTECTIVE BARRICADES, FENCES AND OTHER SAFEGUARDS FOR THE PROTECTION OF THE WORKERS AND THE PUBLIC. THESE BARRICADES SHALL BE CONSTRUCTED AND BE LOCATED AS SHALL BE DETERMINED BY LOCAL AUTHORITIES AND CODES. 19. TEMPORARY BRACING: AT ALL TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION OF PROJECT OR ITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE STRUCTURAL FRAME OR REPLACEMENT AND PERMANENT CONNECTION OF COMPONENT MEMBERS TO THE STRUCTURAL FRAME, SUB-CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN PROPERLY DESIGNED AND CONSTRUCTED TEMPORARY BRACING OF ADEQUATE STRENGTH TO PREVENT DISLOCATION, DISTORTION, CRACKING, FALLING OFF, OR ANY OTHER DAMAGE TO WORK OR ANY OF ITS COMPONENT PARTS DUE TO FORESEEABLE NORMAL AS WELL AS NOT FORESEEABLE EXCESSIVE WIND AND EARTHQUAKE FORCES WITHOUT ADDITIONAL COST TO OWNER. CONTRACTOR AND HIS 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 FOLLOWING HAZARDOUS LOCATIONS: CBC 2406.3 A. SWINGING AND SLIDING DOORS B. WHEN LOCATED WITHIN 60- INCHES OF THE FLOOR SURFACE IN TUBS, SHOWERS, SAUNAS, 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 SURFACE. 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 WALL BOARD IN ALL BATHROOMS AND KITCHENS 39. EXTERIOR LATH AND PLASTER: PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. CBC 2510.6 40. THE WATER HEATER BURNER TO BE AT LEAST 18-INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. CPC 508.14 41. PROVIDE A 3-INCH DIAMETER BY 3-FOOT TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION OF WATER HEATERS IN GARAGE. CPC 508.14 42. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1-1/2" X 16 GAUGE STRAP WITH 3/8" DIA. X 3" LAG BOLT EACH IND. CPC 508.2 43. DRYER: THE CLOTHES DRYERS VENT SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH. CMC 504.3.2 DRYER VENT TERMINATION MUST BE 3 FT. CLEAR FROM OPENINGS INTO THE BUILDING ( DOORS AND OPERABLE WINDOWS) . CMC 504.5 PROVIDE A MIN. 100 SQ.IN. OPENING IN THE DRYER DOOR. CMC. 504.3.2 44. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3): A. IN EACH SLEEPING ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS C. ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. 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 BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES." GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CALGREEN CODE REQUIREMENTS." 53. ALL DOORS FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED ALARM OR AN APPROVED ALTERNATE DROWNING PREVENTION SAFETY FEATURE. CBC 3109.4.4.2 54. GENERAL CONTRACTOR, CONTRACTORS, SUB-CONTRACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH WORK. IF DISCREPANCIES ARE APPARENTLY OBSERVED OR INFORMATION APPARENTLY IS THOUGHT TO BE MISSING, NOTIFY ARCHITECT WITHIN 24 HOURS WITH SKETCH, DRAWING, PDF, PHOTOCOPIES WITH LEGIBLE 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 "AGREEMENT TO BUILD A FENCE OR WALL CENTERED OVER THE PROPERTY WALL." 58. ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DIFFERENT MATERIALS OR FINISHES SHALL RECEIVE A BEAD OF CAULKING OR SEALANT TO FORM A REVEAL TO MATCH COLOR OF ADJACENT SURFACE. COORDINATE COLORS WITH ARCHITECT. 59. CONTRACTOR SHALL NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. BID SHALL BE BASED ON THE MOST STRINGENT REQUIREMENT. 60. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS. 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 PROVIDE TEMPORARY WEATHER PROTECTION FOR PORTIONS OF THE WORK THAT BECOME EXPOSED TO WEATHER AND SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY INSUFFICIENT PROTECTION. 66. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. 67. CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL AN AUTHORIZATION TO PROCEED, SIGNED BY THE ARCHITECT & OWNER'S REPRESENTATIVE IS RETURNED TO THE GENERAL CONTRACTOR. 68. CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE-RATED SEPARATION WITHIN THE BUILDING'S CONSTRUCTION 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 SUPPORT THE IMPOSED LOAD. 70. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS. 71. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNER/VENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES. 72. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE MANUFACTURERS. 73. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS-BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, MECHANICAL, PLUMBING ELECTRICAL AND FIRE PROTECTION DRAWINGS ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES AND REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. 74. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL CARPETED 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 3 NO. REVISION DATE PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) 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 12/19/2019 2018-30SUPPLEMENTAL NOTES &DOCUMENTSBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH CAL GREEN -RESIDENTIAL MANDATORY MEASURES RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS 2 1 NO. REVISION DATE PARCEL MAP 3 3ALT. MATERIAL OR METHOD OF CONSTRUCTION PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) LOTS 1 & 2SECTION 1BALBOA ISLANDBLOCK 7M.M. 3/42SOUT H BAY F R O N T CL PEARLAVENUECLLOT 3N35°58'27"E 86.30'N43°49'20"W 61.02' N43°50' 0 0 " W 6 1 . 0 5 'N35°59'48"E 86.31'GRAPHIC SCALE1 1TOPOGRAPHIC SURVEY 400 S BAY FRONT #5 NEWPORT BEACH, CA 92662 (APN: 050-043-13)BASIS OF BEARINGS TITLE REPORT/EASEMENT NOTESPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/20STATEOFCALI FORN IA P AUL DOMINICKCRAFTExp. 12/31/20No. 8516P ROFE S S IONALLANDSURVEYORHUNTINGTON BEACH, CALIFORNIA 92646 PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COM LEGENDCONCRETE SURFACEBRICK SURFACELCEXISTING ELEVATIONBLOCK WALL( )ACASPHALT PAVEMENTSEARCHED, FOUND NOTHING; SET NOTHINGFSFLFINISHED SURFACEFLOWLINEFFGFINISHED FLOOR GARAGET.B.M.TEMPORARY BENCHMARK SET ON SEWERMANHOLE (SMH); ELEVATION = 5.68 FEETFFFINISHED FLOORGAS METERGMCENTERLINETOP OF CURBTCEGEDGE OF GUTTERNATURAL GROUNDNGWOOD FENCE (WDF)WATER METERWMFOUND MONUMENTSURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTES400 SOUTH BAY FRONT #5NEWPORT BEACH, CA 92662(APN: 050-043-13)NO TITLE REPORT PROVIDEDTHE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SOUTH BAYFRONT, BEING N43°50'00"W PER P.M.B. 183, PAGES 17/18, RECORDS ON FILE IN THEOFFICE OF THE ORANGE COUNTY SURVEYOR.WOOD FENCEWDFSEWER CLEAN OUTSCOLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE,STATE OF CALIFORNIA DESCRIBED AS FOLLOWS:LOTS 1 & 2 IN BLOCK 7 OF SECTION 1, BALBOA ISLAND, IN THE CITY OF NEWPORTBEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED INBOOK 6, PAGE 30 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY,CALIFORNIA.BENCHMARK INFORMATIONBENCHMARK NO: NB3-15-70DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED"NB3-15-70", SET IN THE EASTERLY END OF A CONCRETE SEAWALL. MONUMENT ISLOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OFPARK AVENUE AND SOUTH BAY FRONT, 15 FT. SOUTHERLY OF THE CENTERLINE OF PARKAVENUE AND 6 FT. WESTERLY OF PEDESTRIAN WALKWAY. MONUMENT IS SET LEVELWITH THE TOP OF THE SEAWALL.ELEVATION: 7.986 FEET (NAVD88), YEAR LEVELED 1992PALM TREE CLUSTERPCTOP OF STEPTSGUARD POSTGPTRASH BINTBFCFINISHED CONCRETESTORM DRAINSDVICINITY MAPTOP OF BULKHEADTBH3/11/2019PA2019-265ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) UP EXISTING BUILDING EXISTING BUILDING GP GP & SIGN WDF PLANTER PLANTERPLANTER PROPERTY PROPERTY LINE PROPERTY LINE PROPERTY LINEBULKHEAD SAND SAND PLANTERPLANTERSTAIRS WV 6' TALL WDF MONUMENT LOTS 1 & 2 SECTION 1 BALBOA ISLAND BLOCK 7 M.M. 3/42 SOUTHBAY FRONTCL(5.98) FS (5.93) FS (6.15) FS (6.30) SCO (6.09) FL (6.24) FL (6.76) FS (6.92) FS (7.06)FS (7.08) FS (7.42)FS(7.41) FS (7.44)FF (7.43) FF (7.38) FS (7.40) FS (7.43) FF (7.25) FS (7.42)FF (7.24) NG (7.06) NG (6.99) NG (5.99) FS (6.87) NG (6.45) FS (6.49) GM (6.34) AC (6.41) AC (7.42)FF (6.78)NG (7.20)TW (6.17)FS (7.27)TW (6.13)FS (6.16)FS (6.03) FS (6.06)FS (7.25)TS (6.31)AC(6.48) AC (6.10)FS (7.22) FS (7.31) FS (7.38) FS (5.71) AD (7.41)FS (6.36) FFG (6.34) FS (6.29) GP FS (6.23) FS (5.89) FL (5.68) FL(6.06) GM (6.54) AC (7.43)TS (6.94) FS (8.94) TBH (8.96) TBH (8.96) TBH (8.97) TBH (7.02)FC (5.90)FS (7.02)FC (5.77)FS (7.04)FC (5.80)FS (7.07)FC (5.76)FS (6.50) (6.23) FS (6.15)FS (5.81)FS(7.10) TS (32.83) CHIMNEY TOP (6.76)FS N35°58'27"E 86.30'N43°49'20"W 61.02'N43°50'00"W 61.05'N35°59'48"E 86.31' UP UP UP PEARL AVENUE S. BAY FRONT ALLEYN35°58'27"E 86.3' N35°59'48"E 86.3N43°49'20"W 61.02'N43°50'00"W 61.05'GREAT ROOM 3- CAR GARAGE SLOPE PER CIVIL PLANTED (E.) 6.17 FS (E.) 6.15 FS NOTE; ENCROACHMENT PERMIT AGREEMENT IS REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. ALL NON-STANDARD IMPROVEMENTS SHALL COMPY WITH CIY COUNCIL POLICY L-6. NOTE; ENCROACHMENT PERMIT AGREEMENT IS REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. ALL NON-STANDARD IMPROVEMENTS SHALL COMPY WITH CIY COUNCIL POLICY L-6. (E.) 6.87 FS NEWPORT BAYSLOPE PER CIVIL TRASH AREA PLANTED AREA, REF. C-2 (SHALL COMPLY WITH CITY COUNCIL POLICY L-6) PLANTED AREA, REF. C-2 (SHALL COMPLY WITH CITY COUNCIL POLICY L-6) 2' - 11 1/8"F.O.F.3' - 9 7/8"F.O.F.2' - 11 3/8"F.O.F.2' - 8 1/8"F.O.F.5' - 6 1/8"F.O.F.2' - 6"F.O.F.2' - 7 3/4"12' - 4 1/2" 12' - 5 3/8"11' - 11"8' - 1"11' - 11 1/8"8' - 0 7/8"C.L. TO P.L. 7' - 6" R.Y.S.B. 5' - 0"S.Y.S.B.4' - 0"S.Y.S.B.4' - 0"F.O.F.4' - 5 1/4"4' - 5 3/4"F.O.F. 6' - 11 1/8" 6' - 11 3/4"F.O.F.4' - 0 1/8"4' - 2 1/8"F.O.F.4' - 1 1/4"4' - 1 3/4"F.O.F. 4' - 11" 4' - 11 5/8"F.O.F.4' - 2 1/8"4' - 2 5/8"F.O.F.17' - 4 3/8"17' - 4 7/8"4' - 6 3/4"10' - 11 1/4"F.O.F.19' - 1 3/8"19' - 1 7/8"F.O.F.10' - 10 3/4"F.O.F.4' - 6 1/4"5' - 7 1/2" 5' - 8 1/8" SLOPE PER CIVIL POWDER LOUNGE BUTLER'S KITCHEN PANTRY ELEV. DINING KITCHEN STAIRS MECH.CLR.31' - 1 1/8"CLR. 22' - 3 3/4"CLR.20' - 0 3/4"CLR. 20' - 9" 9.00' T.O.S. 9.00' T.O.S. 9.00' T.O.S. 9.00' T.O.S. 1 1 1 1 2 3 3 4 4 4 3 4 4 5 6 7 8 9 7 7 10 11 12 9 13 13 14 15 16 16 17 18 19 20 21 22 21 18 23 CLR.36" MIN.24 25 26 27 FOYER ENTRY 28 6 6 C.L. TO P.L.20' - 0"UP 29 30 28 3132 33 34 PATIO 34 CLR. 3' - 0" PLANTED 35 35 36 36 35 37 37 (N.) 12.25' T.W.(N.) 12.25' T.W. (E.) 6.76 F.S. 27 38 38 (E.) 6.76 F.S. (E.) 6.76 F.S. (E.) 6.76 F.S. 39 1 1 2 2 W.I.C. BATH #5 GUEST SUITE A A 10' - 9 3/4"75' - 5 7/8"60' - 0 5/8"3/8"75' - 5 7/8"10' - 9 5/8" ALIGN GRID '1' TO P.L. CORNER ALIGN GRID 'A' TO P.L. CORNER ALIGN GRID '2' TO P.L. CORNERF.O.F.5' - 3 1/4"5' - 3 3/4"F.O.F.4' - 6 1/4"4' - 6 3/4"F.O.F. 10' - 9 1/8" 10' - 9 5/8" F.O.F. 8' - 2 3/4" 8' - 3 1/4" F.O.F. 2' - 10 1/2" 5' - 5 3/4" F.O.F. 5' - 5 3/8"F.O.F.5' - 4 1/4"5' - 4 3/4"F.O.F. 5' - 10 1/2" 6' - 0 3/4" F.O.F. 5' - 6 7/8" SLOPE PER CIVIL UP UPL L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L 40 40 41 (N.) 9.21' T.W. (N.) 9.21' T.W. (N.) 9.21' T.W. (N.) 8.88' P.L. (E.) 6.87 FS P.L. TO STREET C.L.20' - 0"(N.) 8.33' T.R. (E.) 6.87 FS (N.) 8.88' P.L.(N.) 8.88' P.L.(N.) 8.88' P.L.(N.) 8.33' T.R. (E.) 6.15 FS (N.) 8.88' P.L. (E.) 6.13 FS (N.) 8.33' T.R. (E.) 6.17 FS(E.) 6.17 FS 42 43 44 6.87' NG 6.15' FS 6.45' FS6.92' FS LAVANDULA SPP. LAVENDER (LOW WATER USE) PLANT LEGEND L 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 12/19/2019 2018-30ARCHITECTURAL SITE PLANBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH 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 12/19/2019 2018-30ARCHITECTURAL SITE PLANBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH KEYNOTE LEGEND 1 PROPERTY LINE 2 REAR YARD SETBACK 3 SIDE YARD SETBACK 4 OUTLINE OF EXISTING BUILDING - TO BE DEMOLISHED 5 CURB 6 (E.) BULKHEAD 7 EXISTING LANDSCAPE WALL - TO BE DEMOLISHED 8 (E.) PLANTER - TO BE REMOVED 9 (E.) STEPS - TO BE REMOVED 10 CENTERLINE OF STREET 11 CENTERLINE OF ALLEY 12 CURB - TO BE REMOVE 13 TRASH BIN 14 (E.) STREET LIGHT PULL BOX, PROTECT IN PLACE 15 (E.) STORM DRAIN VAULT - (REF. CIVIL DWGS.) 16 (E.) STREET TREE TO REMAIN - PROTECT IN PLACE 17 (E.) WATER VALVE (REF. SURVEY & CIVIL DWGS.) 18 (E.) GAS METER(S) - REF. CIVIL DWGS. 19 (E.) SEWER M.H. (REF. SURVEY & CIVIL DWGS.) 20 (E.) GUARD POST & STOP SIGN 21 (E.) GUARD POST 22 (E.) SEWER C.O. LOCATION (REF. SURVEY & CIVIL DWGS.) 23 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY LOC'N. W/. SO. CA. EDISON 24 TRASH LOCATION - SCREEN FROM STREET AS NEEDED 25 LINE OF TRELLIS ABV. 26 (E.) ON-SITE TREE TO BE REMOVED - REF. LANDSCAPE 27 (N.) LANDSCAPE WALL (MAX. 42 ABV. N.G.) - FINISH TO MATCH AS SEL. 28 CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. 29 DRAIN LINE - IN WALL/FROM ABV., TO BE METAL VERIFY W/. G.C. (REF. CIVIL DWGS. & DTLS.) 30 OVERFLOW DRAIN LINE - IN WALL/ FROM ABV., TO BE METAL VERIFY W/. G.C. (REF. CIVIL DWGS. & DTLS.) 31 FIREPLACE - PREFABRICATED, GAS ONLY - MASON-LITE FIREPLACE, MODEL 'BURNTECH GBVS49' ICC# ESR-2401 [DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 32 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) SHALL VENT UPWARDS 33 INTERIOR STAIRS/STEPS - REF. PLANS 34 HARDSCAPE - STONE PAVERS (AS SELECTED) PER. LAND. DESIGNER 35 (E.) SIDEWALK - NOT A PART 36 HARDSCAPE - COLORED & SCORED CONCRETE (AS SELECTED) PER. LAND. DESIGNER 37 (N.) DRIVEWAY APPROACH & CURB CUT, STANDARD CONC. PER CSJC STANDARDS - REF. CIVIL DWGS. 38 (N.) PROPERTY LINE WALL (5' - 6" MAX. ABV. N.G.) - STUCCO FINISH TO MATCH"` 39 (N.) GATE - PER LANDSCAPE DESIGNER (MAX. 5' - 6" HT. ABOVE NATURAL GRADE) 40 LINE OF SECOND FLOOR ABOVE 41 LINE OF ROOF ABOVE 42 DECORATIVE EXTERIOR LIGHT FIXTURE 43 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 44 TILE/STONE PAVERS ON CONCRETE SETTING BED OVER 'WESTCOAT ALX' W.P. MEMBRANE CLASS 'A' ASSEMBLY (ESR-2201) REF. DTL. 10/AD-1 TRUE NORTH 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. 1/4" = 1'-0"1 ARCHITECTURAL SITE PLAN PROJECT NORTH 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 NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). C.N.B. NOTES: 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. 1" = 10'-0"2 GRADE PLANE EXHIBIT NOTES: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM ARE SHALL CEASE UNITIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 6. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT/OWNER, OR HIS OR HER AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. 7. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. 8. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. 10. CONTRACTOR SHALL INSTALL THIS PROJECT UTILIZING THE LANDSCAPE INDUSTRIES'S B.M.P. BEST MANAGEMENT PRACTICES. GENERAL MATERIAL SPECIFICATION: 1. GROUT CELLS WITH REINFORCED CEMENT PER ASTM C150. 1 PART PORTLAND CEMENT, 2 TO 3 PARTS LOOSE SAND, 2 PARTS COARSE AGGREGATE. 2. REINFORCING: FS = 20,000 PSI ASTM A615 GRADE 40. 3. MASONRY: FC = 1,500 PSI GRADE 'A' PER ASTM C150. 4. CONCRETE: FC = 3,500 PSI AT 28 DAYS CEMENT PER ASTM C150. 5. POUR ALL WALL FOOTINGS AGAINST NATURAL UNDISTURBED EARTH. 6. TELEPHONE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE NOT AS SHOWN. PROJECT HARDSCAPE MATERIALS: STONE SHOULD MATCH THE STONE USED ON THE HOUSE. PAVING STONE SHALL BE SHADOW GRAY SANDSTONE/QUARTZITE. ALL GROUT JOINTS SHALL BE PIGMENTED PER ARCH./G.C. APPROVAL. ALL HARDSCAPE MATERIAL SHALL RECEIVE 6 MIL. VISQUEEN ON UNDER SIDE FOR WATERPROOF PROTECTION. TOTAL LANDSCAPING AREA: 196.47 SQFT **ALL PLANTS TO BE DROUGHT-TOLERANT NON-INVASIVE PLANT SPECIES. PLANT HEIGHT 42" MAX. A 6.87' 6.92' 6.15' 6.45' 26.39 / 4 = 6.60' GP SLOPE -6.92-6.15/96 = 0.8% NO. REVISION DATENO. REVISION DATE PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) 35 SF N 403 SF O 2 SF Q 31 SF P 187 SF S 38 SF T 27 SF R 252 SF A 384 SF C 181 SF E 233 SF F 530 SF G 45 SF H 113 SF I 77 SF J 202 SF K 77 SF L 9' - 0"1' - 8 5/8"1' - 3 3/8"18' - 0"1' - 5 3/8"5' - 4"1' - 6 3/8"15 SF M 14' - 4 7/8"5' - 4 1/2"5' - 5 5/8"8' - 6 3/8"5' - 8 1/8"14' - 0"13' - 6 7/8"13' - 3 3/8"30' - 0 7/8"8' - 2 5/8"23' - 0 3/4" 22' - 4 3/8" 14' - 6 3/8"2' - 9 5/8" 21' - 6"1' - 6 3/4" 20' - 9 5/8" 12' - 6 1/2"62' - 2 1/2" 53 SF B 289 SF D 12' - 6 1/4"6' - 8 1/4"14' - 4 7/8"13' - 2 1/4"2' - 3 5/8"17' - 0"19' - 1 1/4" 23' - 1 1/8" 22' - 7 1/8"17' - 7 3/8" 23' - 1 1/8" 301 SF ENTRY 556 SF PATIO 252 SF A 40 SF B 421 SF C 440 SF D 164 SF F 87 SF E 165 SF L 181 SF N 77 SF O 202 SF P 93 SF M 55 SF K 138 SF J 107 SF I 232 SF G 171 SF H 19' - 1 1/4"14' - 0"5' - 8 1/8"14' - 0"15' - 9 7/8"10' - 8 5/8"5' - 1 1/4"5' - 4 1/2"14' - 4 7/8"16' - 10 7/8"19' - 7 3/4"1' - 11 1/2"13' - 2 1/4"26' - 0 1/4"11' - 9 1/4"14' - 11 1/4"10' - 9 3/8" 21' - 5 3/8"17' - 8 5/8"8' - 11 7/8"12' - 10 3/4" 20' - 3 1/2" 14' - 11"17' - 4"13' - 6 7/8"12' - 11 1/8"4' - 11 1/4"11' - 0 3/8"11' - 10 7/8"15' - 6 3/4"13' - 10 7/8"132 SF M. BALCONY 151 SF BALCONY 170 SF A 99 SF B 126 SF C 10' - 5 3/4"11' - 9 3/8"10' - 5 3/4"5' - 5 1/4"18' - 2 5/8"10' - 8 1/4" 416 SF ROOF DECK 133 SF CABANA 16' - 2 1/8" 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-0.1 12/19/2019 2018-30BUILDING AREA PLANSBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH NO. REVISION DATE FIRST FLOOR AREA Name Area Comments A 252 SF C 384 SF E 181 SF F 233 SF G 530 SF H 45 SF I 113 SF J 77 SF K 202 SF L 77 SF M 15 SF B 53 SF D 289 SF 1 2451 SF N 35 SF O 403 SF Q 2 SF P 31 SF S 187 SF T 38 SF R 27 SF 2 723 SF Building Common Area 3174 SF ENTRY 301 SF PARTIALLY COVERED PATIO 556 SF PARTIALLY COVERED 3 857 SF Exterior Area 857 SF FIRST FLOOR LIVING TOTAL GARAGE TOTAL OPEN SPACE TOTAL FIRST FLOOR TOTAL OPEN SPACE TOTAL SECOND FLOOR AREA Name Area Comments A 252 SF B 40 SF C 421 SF D 440 SF F 164 SF E 87 SF L 165 SF N 181 SF O 77 SF P 202 SF M 93 SF K 55 SF J 138 SF I 107 SF G 232 SF H 171 SF Building Common Area 2824 SF M. BALCONY 132 SF UNCOVERED BALCONY 151 SF PARTIALLY COVERED Exterior Area 283 SFOPEN SPACE TOTAL SECOND FLOOR TOTAL THIRD FLOOR AREA Name Area Comments A 170 SF B 99 SF C 126 SF Building Common Area 395 SF ROOF DECK 416 SF UNCOVERED CABANA 133 SF COVERED Exterior Area 550 SF THIRD FLOOR TOTAL OPEN SPACE TOTAL 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 BUILDING AREA SCHEDULE 3D AREA COMMENTS FIRST FLOOR 2470 SF SECOND FLOOR 2824 SF THIRD FLOOR 395 SF 5689 SF 3-CAR GARAGE 715 SF 715 SF GRAND TOTAL 6404 SF OUTDOOR AREA SCHEDULE NAME AREA COMMENTS ENTRY 301 SF PARTIALLY COVERED PATIO 556 SF PARTIALLY COVERED 857 SF M. BALCONY 132 SF UNCOVERED BALCONY 151 SF PARTIALLY COVERED 283 SF VIEW DECK 416 SF UNCOVERED CABANA 133 SF COVERED 550 SF GRAND TOTAL 1690 SF ZONED: R-BI SITE AREA:5,184.24 S.F. BUILDABLE AREA: 4,229.23 S.F. TOTAL ALLOWABLE AREA: 1.5 x 4229.23 S.F. = 6343.85 S.F. +200 S.F. = 6543.85 S.F. REQ'D OPEN VOLUME = 4229.23 S.F. X .15 = 634.38 S.F. (7'-6" HT MIN.) OPEN VOLUME PROVIDED = 1,140 S.F. > 634.38 S.F. TOTAL LIVING TOTAL GARAGE TOTAL OPEN SPACE TOTAL FIRST FLOOR TOTAL SECOND FLOOR TOTAL THIRD FLOOR LOT INFORMATION: PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) PA2019-265ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) PA2019-265ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) 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 12/19/2019 2018-303-DIMENSIONAL VIEWSBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH 2 EAST AXON 4 SOUTH AXON 3 WEST AXON 1 NORTH AXON NO. REVISION DATE PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) 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 WINDOW WALL TAG -REFERENCE SHEET A-7.01i 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: 2,724 S.F. (0.03)2,743 S.F.+ [7.5 CFM x OCC. (BED. +1)] = 81.72 CFM + (7.5 x 4) = 111.72 CFM REQ'D. A-4.11 A-4.1 A-4.0 A-4.0 2 1 2 GREAT ROOM LOUNGE 3- CAR GARAGE CLR.31' - 1 1/8"CLR. 21' - 11 3/4"18' - 9 3/8"POWDER BUTLER'S KITCHEN PANTRY ELEV. 2 A-5.0 2 A-5.0 1 A-5.0 1 A-5.0 CLR.4' - 11 1/4"CLR. 20' - 5" CLR. 5' - 4 5/8" KITCHEN DINING FOYER STAIRS MECH.TYP.11"CLR. 4' - 0" STOR. 9.00' T.O.S. 1 1 2 2 W.I.C. BATH #5 CLR.13' - 3 5/8"12' - 10 3/4" GUEST SUITE 1' - 9 5/8"2' - 11 3/4"2' - 11 3/4"1' - 3 1/2"3' - 5 7/8"1' - 1 1/2"21' - 5 1/2"8' - 1"3' - 7 5/8"5' - 11 3/8"3' - 1 7/8"18' - 9 5/8"1' - 8 5/8"CLR.9' - 0"2"1' - 3 3/8"CLR.18' - 0"1' - 5 7/8"2' - 11 1/2"2' - 4 7/8"2' - 5 5/8"9' - 5 5/8"2' - 5 5/8"2' - 6 1/8" 1' - 2"6' - 2 1/2"1' - 2"2' - 6 5/8"13' - 4 7/8"5 1/2"22' - 1 1/2"1' - 3"2' - 0 5/8"5' - 1 7/8"5' - 1 7/8"2' - 0 5/8"1' - 3"1' - 1 1/8"1' - 2"17' - 1"1' - 2"1' - 1 1/8"13' - 2 1/4"10' - 10 5/8"20' - 9 1/4"5' - 4 1/2"14' - 4 7/8"9' - 0 5/8"65' - 8 3/8" TV. ABV. UP TV. ABV. UP SHOWER SEATSTOR. (OPEN TO ABV.) (OPEN TO ABV.)2' - 3 5/8"CLR.17' - 0"2' - 3 5/8"7 5/8"CLR.12' - 0"6 5/8"1' - 3"14' - 4 7/8"1' - 3"21' - 7 1/8"13' - 2 1/4"4' - 1 3/4"51' - 8 1/4"4' - 2 5/8"A A 6' - 6 1/2"74' - 9"5' - 0 1/8" 1' - 2"5' - 4 5/8"2' - 6 3/8" 6' - 6 5/8" 1' - 9 5/8"2' - 11 3/4"2' - 11 3/4"1' - 3 1/2" 9' - 0 5/8"3' - 5 7/8" 1' - 2"5' - 4 5/8" 6' - 6 5/8" 13' - 7 1/4"14' - 0" 2' - 4 1/8"1' - 5 1/4" CLR. 6' - 0"1' - 5 1/4"2' - 4 5/8"1' - 9"6 5/8"CLR.12' - 0"7 5/8"13' - 2 1/4"1' - 9"2' - 1 3/4"1' - 2"3' - 1 7/8"1' - 2"5' - 2 1/2"6' - 5 5/8"3' - 6 5/8"12' - 0"3' - 6 5/8"13' - 8 1/4"1' - 2"11' - 7 1/8"1' - 2"2' - 9 7/8"2' - 10 1/8"2' - 9"8' - 6"2' - 9" 4' - 8"1' - 8 1/4"2' - 11 3/4"4' - 8" 1' - 1 7/8"5' - 2 1/2"1' - 2"6' - 4 1/2"9"10"19' - 1 1/4"13' - 8 1/4"12' - 9 1/8"6' - 10"14' - 0" 10' - 9 5/8"64' - 8 1/4"1' - 8 3/8"9' - 1 1/4"3/8"4' - 1 3/4"51' - 5 1/8"4' - 5 3/4"1' - 6 3/4" 2' - 9 5/8" 2' - 4 1/8" 1 2 1 2 3 456 7 89 10311 12 ABV. 13 14 ABV. 15 16 ABV. 17 18 ABV. 19 20 ABV. 2122 ABV. 2324 ABV. 25262728 ABV.ABV. 29 30ABV. 31 32 33 34 ABV. ABV. 35 36ABV. 4 373839 40 5 41 42 43 44 45 6 13 14 15 16 17 18 19 20 22 23 1 2 3 4 5 6 1 1 7 89 1 1 10 11 12 2 2 13 22 7 14S.Y.S.B.4' - 0"R.Y.S.B. 5' - 0"S.Y.S.B.4' - 0"15 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 12/19/2019 2018-30FIRST FLOOR PLANBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH 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 FURNISHINGS - AS SELECTED 2 BASE CABINET - BUILT-IN, FINISH AS SEL. 3 SHELF AND POLE - BUILT IN, FINISH AS SEL. 4 RESIDENTIAL ELEVATOR - 'GARAVENTA LIFT, UPGRADE DOOR PACKAGE STYLE 5,' SHAFT SIZE = 62" X 63 1/2" CLEAR, SLAB DEPRESSION REQ'D PER MFGR. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 5 RANGE - VERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFGR.) 6 KITCHEN SINK - AS SELECTED 7 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 8 FIREPLACE - PREFABRICATED, GAS ONLY - MASON-LITE FIREPLACE, MODEL 'BURNTECH GBVS49' ICC# ESR-2401 [DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 9 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) SHALL VENT UPWARDS 10 CUSTOM BUILT KITCHEN ISLAND PER OWNER & ARCH. 11 REFRIGERATOR - VERIFY APPLIANCE W/. OWNER 12 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 13 COUNTERTOP - AS SELECTED 14 LINE OF TRELLIS ABV. 15 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY LOC'N. W/. SO. CA. EDISON 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. 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 TRUE NORTH PROJECT NORTH PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) A-4.11 A-4.1 A-4.0 A-4.0 2 1 2 FAMILY ROOM 2 A-5.0 2 A-5.0 1 A-5.0 1 A-5.0 MASTER SUITE MASTER W.I.C.BEDROOM #2 BATH #3 GAME ROOM/ OFFICE 19.58' T.O.S. BATH #2LAUNDRY BEDROOM #3 BATH #4 BEDROOM #4 W.I.C. MA. BATH STAIRS 1 1 2 2 ELEV.13' - 4 7/8"13' - 0"13' - 0"13' - 4 7/8"12' - 6 5/8"12' - 7 3/8"14' - 7 1/4"W.C. 19' - 11 3/8"15' - 10 7/8"1 1/2" 1' - 0"5' - 6 1/8" A A 10' - 9 5/8"64' - 8 1/4"1' - 8 3/8"9' - 1 1/4" 19' - 1 1/4"13' - 7 1/4"14' - 0"5' - 8 1/8"14' - 0" 1' - 3 3/4"6 5/8" CLR. 18' - 0"6 5/8"1' - 3 3/4" 2' - 7"4' - 2 1/4"4' - 2 1/2"2' - 7 1/2" 2' - 5 1/8"8' - 8 1/2"2' - 5 5/8"3' - 4 1/4"12' - 11 1/8"1' - 3 3/4"6 5/8"12' - 0"7 5/8"13' - 2 1/4"2' - 9"8' - 6"2' - 9"2' - 10 1/8"2' - 10 1/8"2' - 9"8' - 6"2' - 9" 6' - 6 1/8"2' - 6 3/8" 9' - 0 1/2"2' - 3 5/8"CLR.17' - 0"2' - 3 5/8"7 5/8"CLR.12' - 0"6 5/8"1' - 3 3/4"1' - 2 5/8"1' - 0"17' - 2"1' - 0"1' - 2 5/8"2' - 5 1/2"12' - 0"2' - 5 1/2"16' - 10 7/8"21' - 7 1/8"13' - 2 1/4"4' - 1 3/4"51' - 8 1/4"4' - 2 5/8"1' - 3"14' - 4 7/8"1' - 3"1' - 1 1/8"19' - 5"1' - 1 1/8"10' - 9 3/4"4' - 9 3/8"63' - 6 1/8"7' - 2 3/8" 9' - 0 5/8"1' - 1 1/2"6' - 5"11' - 0 3/4"2' - 5 5/8"14' - 7 1/2"2' - 0 1/8"1' - 6 5/8"10' - 8 1/4"13' - 6 7/8"4' - 7 1/4"3/8"4' - 1 3/4"51' - 5 1/8"4' - 5 3/4"14' - 4 7/8"5' - 4 1/2"5' - 1 1/4"10' - 8 5/8"15' - 9 7/8"2' - 5 5/8"9' - 5 5/8"2' - 5 5/8"2' - 4 7/8"2' - 11 1/2"1' - 0 1/2"2' - 0 5/8"2' - 0 1/8"5' - 4 3/8"5' - 4 3/8"2' - 9 1/4"8' - 6"4' - 6 5/8"2' - 1 3/8" 2' - 1 3/8" 6' - 6 5/8" 2' - 4 1/8" SHOWER SEAT SEATSHOWER UP DN. SHOWERSEATSHOWERSEAT (OPEN) (OPEN TO BELOW)WINDOW SEAT19.58' T.O.S. 19.58' T.O.S. 19.58' T.O.S.22:1222:1222:12 22:12 5:12 5:12 46 47 48 49 50 ABV. 51 52 53 54 555657 58 596061 62 63 64 65 66 676869707172 73 74 75 76 7 8 77 78 9 ABV. 79 80 81 82 33 24 25 26 27 29 30 31 34 36 37 38 40 41 1 2 1 3 4 5 CLR.4' - 11 1/4"CLR. 5' - 4 5/8" W.I.C. 6 3 4 1 1 7 7 89 10 11 12 13 13 14 5 S.Y.S.B.4' - 0"R.Y.S.B. 5' - 0"S.Y.S.B.4' - 0"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 WINDOW WALL TAG -REFERENCE SHEET A-7.01i 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: 2,724 S.F. (0.03)2,743 S.F.+ [7.5 CFM x OCC. (BED. +1)] = 81.72 CFM + (7.5 x 4) = 111.72 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 12/19/2019 2018-30SECOND FLOOR PLANBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH NO. REVISION DATE 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 KEYNOTE LEGEND 1 FURNISHINGS - AS SELECTED 2 BATHTUB - AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 3 FIREPLACE - PREFABRICATED, GAS ONLY - MASON-LITE FIREPLACE, MODEL 'BURNTECH GBVS49' ICC# ESR-2401 [DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 4 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) SHALL VENT UPWARDS 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 INTERIOR GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 4 & 9/AD-1 7 CLOSET - BUILT-IN, FINISH AS SEL. (VERIFY SIZE & DEPTH W/. OWNER) 8 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 9 BASE CABINET - BUILT-IN, FINISH AS SEL. 10 METAL GUTTER - KYNAR FINISH OR EQUIV., SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO FAB. 11 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 12 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 3/A-3.0 13 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - REF. DTL. 15, 16/AD-1 14 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 15, 16/AD-1 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 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 TRUE NORTH PROJECT NORTH PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) UP A-4.11 A-4.1 A-4.0 A-4.0 2 1 2 2 A-5.0 2 A-5.0 1 A-5.0 1 A-5.0 BATH #6 BONUS ROOM STAIRS ELEV. 1 1 2 2 A A 5:12 5:12 5:120.24:121.75:125:12 5:12 5:12 5:125:125:12 5:12 5:12 5:12 6:126:126:126:125:12 5:12 5:125:125:12 0.24:12 6:126:120.24:12 13' - 10 3/4"12' - 11"3' - 7 3/8"12' - 7 1/4"16' - 2 1/8"4' - 6 1/4"11' - 9 1/8"10' - 9 5/8" 1' - 0"10' - 6 1/4"1' - 1" 6' - 9 1/8"17' - 4 7/8"22' - 3 1/8"20' - 4 5/8"3/8"6' - 4 1/8"13' - 7 3/8"2' - 3 5/8"12' - 1 5/8"15' - 4 7/8"5' - 3 3/8"10' - 9 3/4"13' - 10 3/4"16' - 4 7/8"28' - 10 7/8"16' - 3 3/8" 12' - 9 1/4"5' - 5 3/8"6' - 9 1/2"3' - 10 3/4"2' - 10"10' - 2 1/8"1' - 0"9' - 4 3/4"14' - 7 3/8"1' - 4 1/2" CLR. 10' - 0"1' - 4 3/8"6 3/8"CLR.8' - 0"10 3/8"1' - 0"1"10' - 5 3/4"12' - 8 3/4"5' - 3"29' - 11 3/8"17' - 5 7/8"25' - 0 1/8"17' - 6 5/8"28.67' T.O.S. 10 11 12 SEAT SHOWER DN. (OPEN TO BLW) 42 43 1 1 1 CABANA 2 3 2 4 5 4 5 6 7 7 8 4 5 6 4 5 6S.Y.S.B.4' - 0"R.Y.S.B. 5' - 0"S.Y.S.B.4' - 0"CLR.4' - 11 1/4"CLR. 5' - 4 5/8" 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 WINDOW WALL TAG -REFERENCE SHEET A-7.01i 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: 2,724 S.F. (0.03)2,743 S.F.+ [7.5 CFM x OCC. (BED. +1)] = 81.72 CFM + (7.5 x 4) = 111.72 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 12/19/2019 2018-30THIRD FLOOR PLANBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH NO. REVISION DATE 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 KEYNOTE LEGEND 1 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. BY C.N.B.) - "UNIT B" EQUIPMENT ONLY, SEP. PERMIT REQ'D 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 RESIDENTIAL ELEVATOR - 'GARAVENTA LIFT, UPGRADE DOOR PACKAGE STYLE 5,' SHAFT SIZE = 62" X 63 1/2" CLEAR, SLAB DEPRESSION REQ'D PER MFGR. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 4 METAL GUTTER - KYNAR FINISH OR EQUIV., SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO FAB. 5 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 6 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE A-4.0 AND DTL 2/A-3.0. 7 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 15, 16/AD-1 8 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - REF. DTL. 15, 16/AD-1 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 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 TRUE NORTH PROJECT NORTH PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) 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. FILLED REGION INDICATES ATTIC SPACE-REF. ATTIC VENTILATION CALCS. ROOF PLAN LEGEND A-4.11 A-4.1 A-4.0 A-4.0 2 1 2 2 A-5.0 2 A-5.0 1 A-5.0 1 A-5.01 1 2 2 A A 5:12 5:12 5:12 5:125:12 2%6:126:126:126:126:126:125:12 5:12 5:125:125:12 3:123:123:123:123:123:12 3:123:123:123:12 3:12 3:123:123:123:1214.6%5:12 5:12 5:12 5:12 5:125:12 5:12 2%32.27' 32.17'32.18'32.83' 34.44' 34.44' 37.81'37.94' 37.94' 37.77'37.81'37.81' 33.15' 32.27' 32.27' 33.25' 33.25' 1 2 3 3 3 4 4 4 4 5 ROOF DECK (BELOW, REF. A-2.2.) 6 6 4 4 4 7 4 7 8 7 8 7 8 7 8 32.83' 8 3/4"6' - 5 5/8"5 3/4"3' - 8"4' - 3 5/8"5 3/4" 7' - 9 1/2"5 3/4"5 3/4"10' - 1 5/8"8"3' - 6 5/8"8"8"17' - 2 1/8"2 3/4"5 3/4"4' - 0"5 3/4"4' - 10"5 3/4"5 3/4"4' - 0"5 3/4"1' - 8 3/8"5 3/4"8' - 7 1/2" 5 3/4" 2"5 3/4"8 3/4"6' - 5 5/8"8 3/4"5 3/4"4' - 7 1/4"8 3/4"2 3/4"16' - 0 5/8"3 3/8"20' - 1 3/8"2 3/8"2 3/4"17' - 3 7/8"30' - 0 7/8"2 3/4" 2% 6 6 2% 9 9 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 12/19/2019 2018-30ROOF PLANBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH KEYNOTE LEGEND 1 TRELLIS MEMBER 6X8 SHAPED TAIL, ARCH. TO APPV. 2 TRELLIS MEMBER 4X12 SHAPED TAIL, ARCH TO APPV. 3 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 3/A-3.0 4 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE A-4.0 AND DTL 2/A-3.0. 5 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 15, 16/AD-1 6 CRICKET - SLOPE 2% MIN., REF. ROOF PLAN A-3.0 7 METAL GUTTER - KYNAR FINISH OR EQUIV., SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO FAB. 8 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 9 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. BY C.N.B.) - "UNIT B" EQUIPMENT ONLY, SEP. PERMIT REQ'D 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 NO. REVISION DATE 1/4" = 1'-0"1 ROOF PLAN TRUE NORTH PROJECT NORTH PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE: 541-885-7412 OR 800-535-3936 FAX: 541-884-3331 WEB: WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM GUTTERS: GARAGE DOORS: SUPPLIER:RANCH HOUSE DOORS WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: FLASHING & WEATHERSTRIPPING: ROOFING (METAL): MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P: 909.664.1500 PRODUCT: STANDING SEAM ZINC ROOFING, CB-150 COLOR: NATURAL 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 MATERIAL: METAL -ALUM. PAINTED KYNAR SHAPE: HALF ROUND (5") (VERIFY W/. ARCH.) WESTCOAT 770 GATEWAY CENTER DRIVE SAN DEIGO, CA 92102 800.250.4519 WWW.WESTCOAT.COM CODE: ICC ESR-2201 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. ROOFING (WOOD): PRODUCT:WOOD SHINGLE -FIRE TREATED MFGR:FSR TREATMENT, INC. WWW.FIRESMARTROOFING.COM COLOR:NATURAL APPLICATION: CLOSED VALLEY W/. MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING (REF. DTL. 2/A-3) CODE:CLASS A ASSEMBLY (ICC# ESR-1410) WEIGHT:N/A WOOD SHINGLE SIDING: MANUFACTURER: (TBD) SPECIES: #1 WESTERN RED CEDAR SIZE: 18" RE-BUTTED & RE-JOINED PERFECTION SHINGLES (100% EDGE GRAIN, 100% CLEAR) 5 1/2" EXPOSURE TREATMENT: PRE-STAINED W/. CABOT BLEACHING OIL (VERIFY W/. OWNER) APPLICATION: PER DETAIL 5/AD-1, NO EDGE BOARDS, MITERED 'SAWTOOTH' CORNERS 16" SHINGLES W/. 5.5" EXPOSED BOARD & BATTEN PRODUCT: WOOD MDX MANUFACTURER: TBD COLOR: COLOR AS SEL. (ARCH. TO APPV.) APPLICATION: PER DETAIL 16/AD-1 CODE: NA WOOD FASCIA & TRIM: MFGR: WINDSORONE COLOR" PAINTED WHITE (VERIFY W/. OWNER) APPLICATION: ARCH TO APPV. PROFILES EXTERIOR STONE VENEER SUPPLIER: SEPULVEDA BUILDING MATERIAL 28092 FORBES ROAD LAGUNA NIGUEL, CA. 92677 P: 949.347.2100 STONE TYPE:TBD COLOR: LT. BEIGE & WHITE, COLOR GROUT TO MATCH APPLICATION: 24" X 48" TILE, TIGHT GROUT THICKNESS: 1" -1.5" NOMINAL WEIGHT: LESS THAN 15 LBS./S.F. FIRST FLOOR (T.O.S.) 9.00' FIRST FLOOR (T.O.S.) 9.00' MAX. RIDGE HEIGHT 38.00' MAX. RIDGE HEIGHT 38.00' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. T.O.S. (TYP.) 19.58' SECOND FLR. T.O.S. (TYP.) 19.58' ROOF PLATE (TYP.) 35.92' ROOF PLATE (TYP.) 35.92' NAVD 88 9.00' NAVD 88 9.00' MAX FLAT 33.00' MAX FLAT 33.00' THIRD FLOOR PLATE 27.58' THIRD FLOOR PLATE 27.58' THIRD FLOOR T.O.S. 28.67' THIRD FLOOR T.O.S. 28.67' DECK FLOOR PLATE 28.45' DECK T.O.S.(TYP.) 29.33' GAME ROOF PLATE (TYP.) 28.58' GAME ROOF PLATE (TYP.) 28.58' GARAGE 6.83' 1 A-5.0 1 1 2 2 2' - 2"9' - 6"1' - 1"8' - 0"1' - 1"7' - 3"10' - 7"9' - 1"9' - 0"24' - 0"29' - 0"9' - 6"1' - 1"8' - 0"1' - 1"7' - 3"10' - 7"9' - 1"8' - 10 3/8"10 5/8"4 5 6 7 8 9 616059 58 575655 10 3 11 12 62 12 67 68 69 70 71 72 22 24 21 23 25 27 2826 5 :1 2 5:12 5 :1 2 5:12 3 :1 2 3:12 5 :1 2 5:12 5:12 22:1222:12ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.32.27'33.15'32.83' 32.17' 32.27'33.00' 34.44' 37.81'37.94' 7 7 74 6 1 2 2 2 13 2 14 13 2 3 5 2 8 5 4 1110 3 8 3 3 6 1 9 5 SILL HT.6' - 0"HD. HT.8' - 0"SILL HT.4' - 6"HD. HT.8' - 0"SILL HT.2' - 6"SILL HT.2' - 6"HD. HT.8' - 0"SILL HT.4' - 6"SILL HT.2' - 6"HD. HT.7' - 6"SILL HT.2' - 0"SILL HT.2' - 0"HD. HT.8' - 0"HD. HT.8' - 6"SILL HT.6"HD. HT.9' - 3"9 1 15 6 3/4"393837 FIRST FLOOR (T.O.S.) 9.00' FIRST FLOOR (T.O.S.) 9.00' MAX. RIDGE HEIGHT 38.00' MAX. RIDGE HEIGHT 38.00' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. T.O.S. (TYP.) 19.58' SECOND FLR. T.O.S. (TYP.) 19.58' ROOF PLATE (TYP.) 35.92' ROOF PLATE (TYP.) 35.92' NAVD 88 9.00' NAVD 88 9.00' MAX FLAT 33.00' MAX FLAT 33.00' DECK FLOOR PLATE 28.45' DECK FLOOR PLATE 28.45' DECK T.O.S.(TYP.) 29.33' DECK T.O.S.(TYP.) 29.33' GAME ROOF PLATE (TYP.) 28.58' GAME ROOF PLATE (TYP.) 28.58' PL 2 A-5.0 PL 9' - 6"1' - 1"8' - 10 3/8"10 5/8"10' - 7"9' - 9"9' - 0"29' - 0"9' - 6"1' - 1"8' - 10 3/8"10 5/8"10' - 7"9' - 9"24' - 0"9' - 0"A A 73 74 75 76 29 30 31 33 35 32 34 36 4 7 8 77 9 79 540 41 78 11 37.77'37.94' 34.44' 33.25' 32.51'33.00' 1 2 1 2 2 1 3 3 4 ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.5 5 5 6 7 3 1 8 9 9 9 6 5 :1 2 3 :1 2 3:12 3:12 6 :1 2 6:12 1 10 11 8 12 SILL HT.2' - 0"HD. HT.8' - 0"HD. HT.8' - 6"SILL HT.6"HD. HT.11' - 10"SILL HT.9' - 10"HD. HT.8' - 6"HD. HT.8' - 0"4 2 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 12/19/2019 2018-30EXTERIOR ELEVATIONS &MATERIAL SCHEDULEBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH KEYNOTE LEGEND 1 DECO. WD. PANELING - PAINT GRADE - COLOR AS SEL. 2 WOOD SHINGLE SIDING PER MATERIAL SCHEDULE A-4.0 AND DTL 5/AD-1. 3 STRUCT. COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPRV. PRIOR TO FAB. 4 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 15, 16/AD-1 5 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE A-4.0 AND DTL 2/A-3.0. 6 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 7 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - REF. DTL. 15, 16/AD-1 8 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 3/A-3.0 9 DOWNSPOUT - METAL OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 10 TRELLIS MEMBER 4X12 SHAPED TAIL, ARCH TO APPV. 11 TRELLIS MEMBER 6X8 SHAPED TAIL, ARCH. TO APPV. 12 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 13 WOOD SIDING - REF. DTL. 12/AD-1 & MATERIAL SCHEDULE A-4.0 14 WOOD BOARD AND BATTEN SIDING - REF. DTL. 12/AD-1 & MATERIAL SCHEDULE A-4.0 15 CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. MATERIAL SCHEDULEA 1/4" = 1'-0"2 LEFT SIDE ELEVATION 1/4" = 1'-0"1 FRONT ELEVATION NOTE: REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. NO. REVISION DATE PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) FIRST FLOOR (T.O.S.) 9.00' FIRST FLOOR (T.O.S.) 9.00' MAX. RIDGE HEIGHT 38.00' MAX. RIDGE HEIGHT 38.00' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. T.O.S. (TYP.) 19.58' SECOND FLR. T.O.S. (TYP.) 19.58' ROOF PLATE (TYP.) 35.92' NAVD 88 9.00' NAVD 88 9.00' MAX FLAT 33.00' MAX FLAT 33.00' THIRD FLOOR PLATE 27.58' THIRD FLOOR T.O.S. 28.67' DECK FLOOR PLATE 28.45' DECK T.O.S.(TYP.) 29.33' GAME ROOF PLATE (TYP.) 28.58' GAME ROOF PLATE (TYP.) 28.58' GARAGE 6.83' 1 A-5.0 1 1 2 2 10 5/8"8' - 10 3/8"1' - 1"9' - 6"9' - 9"10' - 7"9' - 0"24' - 0"29' - 0"7' - 3"1' - 1"8' - 0"1' - 1"9' - 6"9' - 1"10' - 7"9' - 0"24' - 0"29' - 0"3 :1 2 3:12 5 :1 2 5:12 5:12 5:12ABV. F.F.42" MIN.2 2 12 5 4 37.94'37.81' 33.25' 34.44' 8 9 1011 2 5 23 2 12 6 45 82 8180 444342 13 33.15' 34.44'HD. HT.7' - 6"SILL HT.4' - 0"HD. HT.8' - 0"SILL HT.2' - 6"HD. HT.8' - 0"SILL HT.4' - 6"14 FIRST FLOOR (T.O.S.) 9.00' FIRST FLOOR (T.O.S.) 9.00' MAX. RIDGE HEIGHT 38.00' MAX. RIDGE HEIGHT 38.00' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. T.O.S. (TYP.) 19.58' SECOND FLR. T.O.S. (TYP.) 19.58' ROOF PLATE (TYP.) 35.92' ROOF PLATE (TYP.) 35.92' NAVD 88 9.00' NAVD 88 9.00' MAX FLAT 33.00' MAX FLAT 33.00' THIRD FLOOR PLATE 27.58' THIRD FLOOR PLATE 27.58' THIRD FLOOR T.O.S. 28.67' THIRD FLOOR T.O.S. 28.67' GAME ROOF PLATE (TYP.) 28.58' GAME ROOF PLATE (TYP.) 28.58' GARAGE 6.83' GARAGE 6.83' PL 2 A-5.0 PL 2' - 2"9' - 6"1' - 1"8' - 0"1' - 1"7' - 3"10' - 7"9' - 1"24' - 0"29' - 0"2' - 2"9' - 6"1' - 1"8' - 0"1' - 1"7' - 3"10' - 7"9' - 1"9' - 0"9' - 0"A A 1 2 1 2 3 5453 52 5149 50 47 4846 5 :1 2 5:12 3 :1 23:1 2 3:12 3 :1 2 3:12 37.81'37.94'37.81' 10 33.25' 34.44' 33.15' 32.27' 9.21' 1 2 2 3 32 1 2 1 4 5 2 5 67 HD. HT.8' - 0"SILL HT.2' - 6"SILL HT.5' - 0"SILL HT.3' - 0"HD. HT.8' - 0"SILL HT.3' - 0"HD. HT.11' - 5"SILL HT.9' - 5"HD. HT.8' - 0"SILL HT.2' - 6"SILL HT.5' - 0"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 12/19/2019 2018-30EXTERIOR ELEVATIONSBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH NO. REVISION DATE 1/4" = 1'-0"2 RIGHT SIDE ELEVATION 1/4" = 1'-0"1 REAR ELEVATION KEYNOTE LEGEND 1 EXT. ADHERED STONE VENEER - REF. MATERIAL SCHEDULE SHT. A-4, DTL. 8/AD-1 2 WOOD SHINGLE SIDING PER MATERIAL SCHEDULE A-4.0 AND DTL 5/AD-1. 3 WOOD SIDING - REF. DTL. 12/AD-1 & MATERIAL SCHEDULE A-4.0 4 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 3/A-3.0 5 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE A-4.0 AND DTL 2/A-3.0. 6 DECO. WOOD TRIM 'BELLYBAND' - PAINT GRADE, SMOOTH FINISH, ARCH. TO APPROVE PROFILE REF 19/AD-1 7 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 8 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - REF. DTL. 15, 16/AD-1 9 STRUCT. COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPRV. PRIOR TO FAB. 10 TRELLIS MEMBER 6X8 SHAPED TAIL, ARCH. TO APPV. 11 TRELLIS MEMBER 4X12 SHAPED TAIL, ARCH TO APPV. 12 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY LOC'N. W/. SO. CA. EDISON 13 DOWNSPOUT - METAL OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 14 DECO. WD. PANELING - PAINT GRADE - COLOR AS SEL. PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) 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-19 MIN. 2 x 6 CONST. OR LARGER =R-19 RAISED FLOOR:R-30 MIN. ROOF:R-22/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 Name Elevation A101 1 SIM 101 1i ? 1 1 A101 SIM R @ 7 1/2"20 1i SECTION INDICATOR CALL-OUT TAG ELEVATION INDICATOR KEYNOTE TAG -REF. KEYNOTE LEGEND THIS SHEET WINDOW TAG -REF. SHEET A-7.0 DOOR TAG -REF. SHEET A-7.0 WALL TAG REVISION FLAG STAIR TAG (NO. OF RISER & HEIGHT) ANNOTATION LEGENDA FIRST FLOOR (T.O.S.) 9.00' FIRST FLOOR (T.O.S.) 9.00' MAX. RIDGE HEIGHT 38.00' MAX. RIDGE HEIGHT 38.00' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. T.O.S. (TYP.) 19.58' SECOND FLR. T.O.S. (TYP.) 19.58' ROOF PLATE (TYP.) 35.92' ROOF PLATE (TYP.) 35.92' NAVD 88 9.00' NAVD 88 9.00' MAX FLAT 33.00' MAX FLAT 33.00' THIRD FLOOR PLATE 27.58'THIRD FLOOR PLATE 27.58' THIRD FLOOR T.O.S. 28.67' THIRD FLOOR T.O.S. 28.67' GAME ROOF PLATE (TYP.) 28.58' GAME ROOF PLATE (TYP.) 28.58' 2 A-5.0 8' - 0"PL PL MA. BATH STAIRS FAMILY ROOM FOYER BUTLER'S KITCHEN BONUS ROOM 9' - 6"1' - 1"8' - 0"1' - 1"7' - 3"10' - 7"9' - 1"9' - 0"24' - 0"29' - 0"9' - 6"1' - 1"8' - 0"1' - 1"7' - 3"10' - 7"9' - 1"9' - 0"A A STAIRS 11 51 19 15 13 41 1TYP.7 1/4"TYP. 11" TYP. 11"TYP.7 1/2"1 2 ABV. F.F.42" MIN.3 45 6 3:12 6 :1 2 6:12 7 8 9 10 8 11 1213 6 8 9 9' - 6"9' - 6"FIRST FLOOR (T.O.S.) 9.00' FIRST FLOOR (T.O.S.) 9.00' MAX. RIDGE HEIGHT 38.00' MAX. RIDGE HEIGHT 38.00' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. PLATE (TYP.) 18.50' SECOND FLR. T.O.S. (TYP.) 19.58' SECOND FLR. T.O.S. (TYP.) 19.58' ROOF PLATE (TYP.) 35.92' ROOF PLATE (TYP.) 35.92' NAVD 88 9.00' NAVD 88 9.00' MAX FLAT 33.00' MAX FLAT 33.00' THIRD FLOOR PLATE 27.58' THIRD FLOOR T.O.S. 28.67' DECK FLOOR PLATE 28.45' DECK T.O.S.(TYP.) 29.33'GAME ROOF PLATE (TYP.) 28.58' GARAGE 6.83' 1 A-5.0 ABV. F.F.42" MIN.1 12 BONUS ROOM FAMILY ROOM 3- CAR GARAGE FOYER GREAT ROOM 9' - 6"1' - 1"8' - 10 3/8"10 5/8"10' - 7"9' - 9"24' - 0"29' - 0"2' - 2"9' - 6"1' - 1"8' - 0"1' - 1"7' - 3"10' - 7"9' - 1"9' - 0"24' - 0"29' - 0"FAMILY ROOM BALCONYFAMILY ROOM CABANA 1 2 ABV. F.F.42" MIN.43 42 25 24 37 1718 6 1 TYP.7 1/2"TYP.7 1/2"14 14 8 15 16 6 1718 6 13 1219 ABV. F.F.42" MIN.2% MIN. 2% MIN. 2% MIN. 3 :1 2 3:12 5:12 11 20 26 8' - 0"8' - 8"9' - 6"5 :1 2 5 :1 2 12 37 38 39 SLOPE PER CIVIL 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 12/19/2019 2018-30BUILDING SECTIONSBAY FRONT TRADITIONAL BAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660CDP FIRST CHECK 400 S BAY FRONTNEWPORT BEACH, CA 92662CAITLIN SMITH 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 INTERIOR GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 4 & 9/AD-1 3 KITCHEN SINK - AS SELECTED 4 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 5 COUNTERTOP - AS SELECTED 6 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE A-4.0 AND DTL 2/A-3.0. 7 CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. 8 STRUCT. COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPRV. PRIOR TO FAB. 9 WOOD SHINGLE SIDING PER MATERIAL SCHEDULE A-4.0 AND DTL 5/AD-1. 10 WOOD BOARD AND BATTEN SIDING - REF. DTL. 12/AD-1 & MATERIAL SCHEDULE A-4.0 11 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 12 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - REF. DTL. 15, 16/AD-1 13 WOOD SIDING - REF. DTL. 12/AD-1 & MATERIAL SCHEDULE A-4.0 14 FURNISHINGS - AS SELECTED 15 TRELLIS MEMBER 4X12 SHAPED TAIL, ARCH TO APPV. 16 TRELLIS MEMBER 6X8 SHAPED TAIL, ARCH. TO APPV. 17 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 18 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 3/A-3.0 19 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 15, 16/AD-1 20 LINE OF TRELLIS ABV. NO. REVISION DATE 1/4" = 1'-0"1 TRANSVERSE SECTION 1/4" = 1'-0"2 LONGITUDINAL SECTION PA2019-265 ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) FOUNDATION NOTES:ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. 1. ALL BEARING & SHEAR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER BY 10" LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE WITH A MAXIMUM SPACING OF 48" O.C. U.N.O. THERE SHALL BE A MINIMUM OF TWO ANCHORS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" MAX. & 4-1/2" MIN. OF EA. END OF EA. PIECE. SHEAR WALLS BOLTS SHALL HAVE A PROPERLY SIZED NUT AND A 3"x3"x.229" WASHER. THE WASHER MAY BE SLOT CUT PROVIDED A STANDARD CUT WASHER IS PROVIDE BETWEEN THE NUT AND WASHER. WASHER TO BE INSTALLED WITHIN A 1/2" OF THE SHEATHED SIDE OF THE PLATE. A STANDARD CUT WASHER MAY BE USED AT NON-SHEAR WALL LOCATIONS. 2. FOR ALL INTERIOR NON-SHEAR WALLS USE SIMPSON 0.145" DIAMETERx 3" LONG PDP POWDER ACTUATED ANCHORS @ 24" O.C. (ESR #2138 OR EQUAL)3. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR OR REDWOOD WITH SODIUM BORATE (SBX) OR DISODIUM OCTABORATE TETRAHYDRATE (DOT).NOTE:WHEN REQUIRED BY LOCAL BUILDING DEPARTMENT ALL ANCHOR BOLTS AND HOLDOWN BOLTS TO BE SET IN PLACE PRIOR TO CITY FOUNDATION INSPECTIONSOIL INFORMATION:1. FOUNDATION SIZES, DEPTHS, AND REINFORCEMENT ARE AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. SOILS ENGINEER TO PROVIDE FOUNDATION INSPECTOR AS OUTLINED IN LATEST SOIL REPORT. 2. OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER, DEVELOPER AND SUBCONTRACTOR TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. ESI/FME IS TO BE SUPPLIED WITH ALL UPDATED REPORTS.15" WIDE x 24" DEEP FTG.W/ 2-#5 TOP & BOTTOM CONT.ANCHOR BOLT LEGEND:AB48 : 5/8" DIA. X 12" ANCHOR BOLTS AT 48" O.C. AB40 : 5/8" DIA. X 12" ANCHOR BOLTS AT 40" O.C. AB32 : 5/8" DIA. X 12" ANCHOR BOLTS AT 32" O.C. AB24 : 5/8" DIA. X 12" ANCHOR BOLTS AT 24" O.C. AB16 : 5/8" DIA. X 12" ANCHOR BOLTS AT 16" O.C. AB 8 : 5/8" DIA. X 12" ANCHOR BOLTS AT 8" O.C. 2AB : (2) 5/8" DIA X 12" ANCHOR BOLTS. 3AB : (3) 5/8" DIA. x 12" ANCHOR BOLTS. 2-#4 : PROVIDE A TOTAL OF 2 #4 AT TOP AND 2 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. 3-#4 : PROVIDE A TOTAL OF 3 #4 AT TOP AND 3 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. HTT4 : (1) SIMPSON HTT4 PER POST. HTT5 : (1) SIMPSON HTT5 PER POST. HDU2 : (1) SIMPSON HDU2-SDS2.5 PER POST. HDU5 : (1) SIMPSON HDU5-SDS2.5 PER POST. HDU8 : (1) SIMPSON HDU8-SDS2.5 PER POST. HDQ8 : (1) SIMPSON HDQ8-SDS3 PER POST. HDU11 : (1) SIMPSON HDU11-SDS2.5 PER POST. HDU14 : (1) SIMPSON HDU14-SDS2.5 PER POSTGRADE BEAM PER PLANWIDEN AT HARDY FRAME AS REQUIREDSEE SHEET 'HFX1' FOR SHEAR TIE SPACINGMAT SLAB: 15" THICK MAT SLAB W/#5 BARS @ 12" O/C, E/W @ TOP & BOTTOM, OVER 3" WASTE SLAB, OVER WATER PROOFING MEMBRANE, OVER 3" WASTE SLAB, OVER 3/4" GRAVEL.SLAB: 5" THK. W/#4 BARS @ 12" O/C E/W @ MIDDLE NEW CONSTRUCTION WITH SLAB ON GRADE @ HABITABLE SPACE SHALL INSTALL A CAPILLARY BREAK IN COMPLIANCE WITH CG 4.505.2.1 WITH 2-INCH THICK LAYER OF SAND OVER A 15 MIL VAPOR BARRIER COMPLIANT WITH ASTM E 1745 OVER A 4-INCH THICK BASE OF 1/2-INCH OR LARGER CLEAN AGGREGATE AND A CONCRETE MIX DESIGN WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING. (FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.OR-06)SCALE: 1/4" = 1'-0"FOUNDATION PLANGREAT ROOMLOUNGE3- CAR GARAGEBEDROOM #5POWDERBATH #5BUTLERSPANTRYELEV.W.I.C.KITCHENDININGFOYERSTAIRSMECH.2FD16FD11FD11FD11FD11FD11FD16FD13FD11FD11FD11FD11FD15FD13FD13FD110FD12FD1P1P1P2P2P2P2ABAB4FD14FD1P3P3P3P32FD12FD11FD16FD11FD1HARDY FRAME SCHEDULEHFX #CUSTOMHEIGHTHFX 21x9 1-1/8 H.S.AHFX SIZEBNOTE:-FIELD VERIFY ALL HFX HEIGHTS, SPECIAL ORDER HEIGHT AS REQUIRED. -ALL HFX'S ON SLAB MUST BE INSTALLED ON DRY PACK, (NOT WOOD SILL PLATE)HFX 15x10 1-1/8 STD.NOTESPAD FOOTING SCHEDULEPAD #PAD SIZE AND REINFORCINGP1P2P324" SQ. x 18" DEEP CONCRETE PADW/ (3) #5 EACH WAY, @ BOTTOM30" SQ. x 18" DEEP CONCRETE PADW/ (3) #5 EACH WAY, @ BOTTOM24" x 48" RECT. x 24" DEEP CONCRETE PADW/ (4) #5 EACH WAY, @ BOTTOMNOTES:- CENTER PADS ON POSTS, U.N.O.- BOTTOM OF PAD TO MATCH BOTTOM OF FOOTING.- RUN FOOTING REINFORCING CONTINUOUS THROUGH PADS.FAX: 714-835-2819PHONE: 714-835-2800STRUCTURAL ENGINEERS,INC.ESI/FMESANTA ANA, CA 927011800 E. 16TH ST. STE BJOB NO.DATEDOCUMENT VALID UPONORIGINAL SIGNATURESHEET NO.REVISIONSOWNER INFORMATION:PROJECT NAMESTATUSS1K453FOUNDATION PLANBAY FRONT TRADITIONALBAY FRONTTRADITIONALSOUTH BAYFRONTWATERPOINTE, LLC.610 NEWPORT CENTERDRIVE, SUITE 890,NEWPORT BEACH, CA92660FIRST SUBMITTAL400 S BAY FRONTNEWPORT BEACH, CA 9266212/5/2019JOB #K45311/27/19NO. DESCRIPTION DATEPA2019-265ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES) SOUTH BAYFRONT WATERPOINTE, LLC. 610 NEWPORT CENTER DRIVE, SUITE 890, NEWPORT BEACH, CA 92660JOB NO.DOCUMENT VALID UPONORIGINAL SIGNATURESHEET NO.REVISIONSCLIENT INFORMATION:PROJECT NAMESTATUSNO. REVISION DATE12/05/2019PLOTDATEFIRST SUBMITTALK453BAY FRONT TRADITIONAL400 S BAY FRONT NEWPORT BEACH, CA 92662 ProductMax.Height1210Width1-1/8 HS 14-20(See Nomenclature for Description)18182424132013201-1/8 STD 14-20NA1-1/8 STD 14-20NA1-1/8 HS 20-301-1/8 HS 20-301-1/8 HS 18-271-1/8 HS 13-20(in)(ft)STDHSAnchorageQuantityLengthSTD HS L (in)10 1/21521211leP0P-OUTPER PLANleleCa2Ca2Ca2Ca2Ca2Ca2Ca1Ca1Ca1Ca1Ca1Ca1leleleVARIES WITHPANEL/BRACEFRAME WIDTHHARDY FRAME @ INTERIORHARDY FRAME @ EDGEA- HARDY FRAME ON CURB11-1/8 - STD -14 - 20l = LENGTH OF EMBEDC ,C = END & EDGE DISTANCEea1 a2ROD GRADEROD DIAMETERl eC ,C a1 a2Ca2Ca2Ca1Ca1L13"1 1/2"SPACING4"MIN10-INCH MAXIMUM OR PER PLANS 10-INCH MAXIMUM OR PER PLANS 10-INCH MAXIMUM OR PER PLANS 10-INCH MAXIMUM OR PER PLANS #3 SHEARTIE#3 Shear Tie℄PA2019-265ZONING ADMINISTRATOR 02/13/2020 - APPROVED (18 PAGES)