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Home My WebLink AboutPA2022-067_20220323_Plans_42x30DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: SHEET LISTCODE INFORMATIONSITE INFORMATIONPROJECT STATISTICSDEFERRED SUBMITTALSPROJECT DESCRIPTION VICINITY MAPSPECIAL INSPECTIONSSHORING & EXCAVATIONAGENCIES & SERVICES PROJECT DIRECTORY 13 24 57 68 911 10BRANDON ARCHITECT STRUCTURAL ENGINEER INTERIOR DESIGNER ENERGY CONSULTANT BRANDON ARCHITECTS, INC. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 P: 714.454.4040 WWW.BRANDONARCHITECTS.COM OWNER CIVIL ENGINEER LANDSCAPE DESIGNER MEP CONSULTANT GENERAL CONTRACTOR GEOTECHNICAL ENGINEER SURVEYORARCHITECTS, INC.BRANDON ARCHITECTS 03-22-2022 TITLE SHEETOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 T-1.0 OCEAN FRONT POOL HOUSE 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 **0000-2021** ELIZABETH HANNA SMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 ANDREW PATTERSON PATTERSON CUSTOM HOMES 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.723.1800 COAST GEOTECHNICAL 1200 W. COMMONWEALTH FULLERTON, CA 92833 P: 714.448.1620 APEX LAND SURVEYING, INC. PAUL CRAFT, LIC. NO. 8516 17853 SANTIAGO BLVD, STE. 107-285 VILLA PARK, CA 92861 P:949.488.5006 TBDTBD TBD TOAL ENGINEERING 139 AVENIDA NAVARRO SAN CLEMENTE, CA, 92672 P: 714.870.1211 TBD TBD TOTAL BUILDING AREA SCHEDULE NAMEAREA LIVING THIRD FLOOR LIVING246 SF SECOND FLOOR LIVING663 SF FIRST FLOOR LIVING1378 SF LIVING2287 SF GARAGE 2-CAR GARAGE476 SF GARAGE476 SF GRAND TOTAL2763 SF OUTDOOR AREA SCHEDULE NAMEAREA 2ND FLOOR BALCONY158 SF BALCONY84 SF FRONT ENTRY101 SF COVERED LOUNGE DECK223 SF DECK261 SF MECH.54 SF PATIO397 SF PLANTED48 SF PLANTED8 SF POOL AREA1042 SF GRAND TOTAL2376 SF LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-2 TWO-UNIT RESIDENTIAL SITE AREA: 3,075 S.F. BUILDABLE AREA: 2,241 S.F. TOTAL ALLOWABLE AREA: 2 X 2,241 S.F. = 4,482 S.F. REQ'D. OPEN VOLUME = 2,241 S.F. X .15 = 336 S.F. (7'-6" HT. MIN.) TOTAL ALLOWABLE THIRD FLOOR AREA = 336 S.F. EXISTING BUILDING INFORMATION: VACANT LOT ZONING INFORMATION: FRONT SETBACK: 9 FT. REAR SETBACK: 0 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. APN: 047-202-23 LOT 8, BLOCK 16, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA CODES:NBMC (NEWPORT BEACH MUNICIPAL CODE) 2019 CRC, 2019 CFC, 2019 CEC, AND 2019 CMC CALGREEN AND 2019 CAL. ENERGY CODE OCCUPANT LOAD 1 UNIT OCCUPANCY CLASSIFICATION R-3/ U OCCUPANCY SEPARATION (GARAGE)1-HR. FLOOR & FLOOR-CEILING N/A. TYPE OF CONSTRUCTION VB - SPRINKLERED FIRE SPRINKLER YES HEIGHT 3 - LEVELS FLOOR AREA REF. 7/T-1.0 ALLOWABLE BLDG. ARE (PER CBC TBL. 503)N/A. DIG ALERT:1.800.227.2600 SOUTHERN CALIFORNIA EDISON:1.714.895.0246 SOUTHERN CALIFORNIA GAS:1.800.427.2000 CITY WATER & SEWER:1.949.644.3011 PACIFIC BELL TELEPHONE:1.800.750.2355 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.:1.949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL 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 1.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. 2. CONTRACTOR SHALL USE THE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30-DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: HTTP://WWW.NEWPORTBEACHCA.GOV/HOME/SHOWDOCUMENT?ID=17395 1.REF. STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS BY ENGINEER OF RECORD 2. HERS VERIFICATION REQUIRED, REF. ENERGY CALCULATIONS 1. 2. 3. 4. 5. 6. 7. 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 REVIEWS AND PERMITS (FOR H.O.A. PURPOSES). FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 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. 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. A NOTICE OF INTENT TO DEMOLISH SHALL BE SENT VIA CERTIFIED MAIL TO ADJACENT PROPERTY OWNER(S). SIGNED RETURNED RECEIPT MUST BE PROVIDED TO THE BUILDING DIVISION AT THE TIME OF PERMIT ISSUANCE. DEMOLITION MAY COMMENCE 30 DAYS AFTER THE DATE OF NOTIFICATION PER NEWPORT BEACH MUNICIPAL CODE SECTION 15.02.120. PV SOLAR SYSTEM (MIN. 4.3KW DC) + 5 KWH BATTERY SYSTEM PER T-24 ELEVATOR NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. C.N.B. NOTE: BRANDON ARCHITECTS, INC. IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 12.02.010) THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA IN THE AREA KNOWN AS THE BALBOA PENINSULA WITH BEACH FRONTAGE ON WEST OCEAN FRONT. THE LOT IS APPROXIMATELY 30' WIDE BY 100' DEEP, IT IS ZONED R-2 (TWO-UNIT RESIDENTIAL) AND IS APPROXIMATELY 3,075 S.F. THE CLIENT PROPOSES TO BUILD A NEW 3-STORY SINGLE FAMILY RESIDENCE OF APPROX. 3250 S.F. WITH AN ATTACHED 2-CAR GARAGE AT 476 S.F. WITH ACCESS OFF THE ALLEY. THE PROGRAM INCLUDES BUT NOT LIMITED TO THE FOLLOWING: (FIRST FLOOR) LARGE KITCHEN W/. THE EAT-IN ISLAND, GREAT ROOM, LOUNGE, DINING AREA, TWO FULL BATHS, LAUNDRY AND A SAND ROOM. (SECOND FLOOR) INCLUDES A MASTER SUITE, MASTER BATH, A SECONDARY BEDROOM WITH AN ENSUITE. (THIRD FLOOR) INCLUDES A BONUS ROOM, AND A POWDER BATH. AMPLE OUTDOOR SPACES PROVIDED IN THE FORM OF THE FIRST FLOOR PATIO (OCEANFRONT), BALCONIES AND TWO VIEW DECKS ON THE THIRD FLOOR. THE PROJECT IS OF TRANSITIONAL DESIGN FEATURING AMPLE INDOOR-OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN 'OPEN' LIVING PLAN WITH LOTS OF GLAZING TO MAXIMIZE OCEAN VIEWS AND THE EXTERIOR MATERIALS WILL BE OF RICH QUALITY AND HIGH DURABILITY WHICH CONSIST OF PRIMARILY SMOOTH STUCCO WITH WOOD AND STEEL ACCENTS. T-1.0 TITLE SHEET TP-1 TOPOGRAPHIC SURVEY C1 PRECISE GRADING PLAN L-1 LANDSCAPE PLANTING PLAN A-0.0 ARCHITECTURAL SITE PLAN A-0.1 SLAB EDGE PLAN AND AREA PLANS A-1.0 3D VIEWS A-2.0 FIRST AND SECOND LEVEL FLOOR PLAN A-2.1 THIRD LEVEL FLOOR PLAN A-2.2 FIRST AND SECOND LEVEL DIMENSION PLAN A-2.3 THIRD LEVEL DIMENSION PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS A-4.1 EXTERIOR ELEVATIONS A-5.0 BUILDING SECTIONS NO. REVISION DATE NEWPORT BEACH W. BALBOA BLVD. SITE NEWPORT BAY 14TH ST.TOTALTOTAL TOTALTOTAL UNCOVEREDUNCOVERED COMMENTSCOMMENTS UNCOVEREDUNCOVERED COVEREDCOVERED COVEREDCOVERED UNCOVEREDUNCOVERED UNCOVEREDUNCOVERED PARTIALLY COVEREDPARTIALLY COVERED UNCOVEREDUNCOVERED UNCOVEREDUNCOVERED UNCOVEREDUNCOVERED PA2022-067 PA2022-067 F.F.=12.50F.F.=11.33GARAGE13 9 A v e n i d a N a v a r r oSan Clemente, CA 926729 4 9 . 4 9 2 . 8 5 8 6www.toalengineering.comCIVIL ENGINEERINGL A N D S U R V E Y I N GSTORMWATER QUALITYPRELIMINARY PLANNOT FOR CONSTRUCTIONUTILITY NOTESDETAILBOTTOMLESS TRENCH DRAINDETAILTYPICAL DRAIN INLETDETAILTYPICAL SIDE YARD SWALEDETAILDOWNSPOUT CONNECTIONBENCHMARK NOTE:OCSBM 1E-124-14ELEV=7.660NAVD88 DATUM, 2015 ADJ.EASEMENT NOTE:ALL EASEMENTS SHOWN ON THIS TOPOGRAPHIC AND BOUNDARYSURVEY ARE PER A PRELIMINARY TITLE REPORT PREPARED BY CHICAGOTITLE COMPANY, ORDER NO. 58601908503-JFA DATED SEPTEMBER 26,2019 UNLESS NOTED OTHERWISE.5 ITEM 5 OF THE PRELIMINARY TITLE REPORT, AN EASEMENTFORUNDERGROUND LINES, CONDUITS, FIXTURES AND INCIDENTALPURPOSES RECORDED IN BOOK 10615, PAGE 826 O.R.BASIS OF BEARINGS NOTE:THE BASIS OF BEARINGS FOR THIS TOPOGRAPHIC AND BOUNDARYSURVEY IS THE CENTERLINE OF THE ALLEY, N 79°19'33" W AS SHOWN ONRSB 262/23-33.BOUNDARY NOTE:THE PLAT SHOWN HEREON IS PER CR 2020-3279 PREPARED BY MICHAELTORTOMASI, RCE 28328, AND FILED ON 11/24/2020. THIS OFFICE FOUND ALLCORNERS SET THEREFROM.LEGENDPA2022-067 LLLLLLLLLLLLLLLLLLLLLLLLLLLLL L L L LLLLL LAVANDULA SPP. LAVENDER (LOW WATER USE) PLANT LEGEND L DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 03-22-2022 LANDSCAPE PLANTING PLANOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 L-1 **0000-2021** ELIZABETH HANNA NO. REVISION DATE PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1PLANTING PLAN LANDSCAPE NOTES: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 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. PA2022-067 UP UP UP UPUP DN UP UP ROOM TAGROOM NAME ? 1 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG PROPERTY LINE TAG90 00' 00"20.00'N E FIREPIT - AS SELECTED TO BE LISTED AND APPROVED, VERIFY W/. OWNER – PROVIDE POWER AND GAS AS REQUIRED – INSTALL AND MAINTAIN CLEARANCES PER MFGR. AND SECTION 308 OF CFC RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW - MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2 ” DIA. PIPE & TYP. 3” DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE UP EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVIL AND LANDSCAPE DWGS DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. GENERAL NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). C.N.B. NOTES: 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. 4. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING OR ADDITIONS TO AN EXISTING BUILDING EXCEEDING 50% OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. (NBMC 12.32.015) 5. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 6. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. LANDSCAPE NOTES: 1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLANS, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS AND MATERIALS. POOL: 1. PROVIDE AN ALARM FOR DOORS AND WINDOWS WITH SILL HEIGHTS LESS THAN 60-INCHES ABV.F.F. OF THE DWELLING THAT FORMS A PART OF THE POOL ENCLOSURE. THE ALARM SHALL BE LISTED AS A WATER HAZARD ENTRANCE ALARM IN ACCORDANCE WITH UL 2017. THE DEACTIVATION SWITCH SHALL BE AT LEAST 60" ABOVE THE FLOOR IF THE RESIDENCE IS NOT REQUIRED TO BE ACCESSIBLE. (CBC 3109 & ISPSC 305.4) 2. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED WITH SUCTION ANTIENTRAPMENT GRATE IN ACCORDANCE WITH ANSI/APSP-16 PER CBC 3109 SECTION (B) OF 115928. SUCTION ENTRAPMENT AVOIDANCE FOR POOL AND SPA SHALL BE PROVIDED IN ACCORDANCE WITH APSP-7 PER ISPSC SECTION 310. 3. PROVIDE POWER SAFETY COVER IN COMPLIANCE WITH ASTM F1346-91 FOR POOL & SPA (CBC 3109 SECTION (3) OF 115922 & ISPSC 305). 4. POOL ENCLOSURE FENCE SHALL BE 60-INCHES MIN. ABV. FS/NG MEASURED ON THE SIDE THAT FACES AWAY FROM SWIMMING POOL W/. MAX VERTICAL CLEARANCE OF 2-INCHES BETWEEN FS/NG AND BOTTOM OF THE FENCE/BARRIER MEASURED ON THE SIDE OF FENCE THAT FACES AWAY FROM SWIMMING POOL. OPENING, GAP, AND VOID IN ENCLOSURE FENCE OR GATE SHALL NOT ALLOW THE PASSAGE OF 4-INCHES DIAMETER SPHERE OR LARGER. OUTSIDE SURFACE (FACING AWAY FROM SWIMMING POOL) OF THE POOL ENCLOSURE INCLUDING THE GATE TO BE FREE OF PROTRUSIONS, CAVITIES, OR OTHER PHYSICAL CHARACTERISTICS THAT WOULD SERVE AS HANDHOLDS OR FOOTHOLDS WHICH COULD ENABLE A CHILD FIVE YEARS OLD OR YOUNGER TO CLIMB OVER. (CBC 3109 & ISPSC 305) ENTRY ELEV. 2-CAR GARAGE 12.50' F.F. 11.33' F.F.12.50' F.F. 11 PATIO 11 1 11.33' F.F.F.O.F.3' - 0"3' - 2"F.O.F.4' - 6 1/8"4' - 8 1/8"F.O.F.3' - 1"3' - 2"F.O.F.4' - 6 1/2"4' - 8 1/2"F.O.F. 1' - 0" 1' - 2"F.O.F.3' - 7"F.O.F.3' - 8"3' - 9"F.O.F.8' - 9"8' - 10"F.O.F.3' - 0"3' - 2"F.O.F. 14' - 8" 14' - 10" 2 2 22 3 3 3 STORAGE GATEGATE GATEGATEGATEALLEYLOT 9 EXIISTING RESIDENCE (NOT A PART) LOT 7 EXIISTING RESIDENCE (NOT A PART)OCEAN FRONT AVENUE(BEACH ACCESS)PLANTED AREA APN: 047-202-23 LOT 8 PROPOSED 3-STORY SINGLE FAMILY RESIDENCE WITH ATTACHED 2-CAR GARAGE PLANTED AREA SLOPE PER CIVIL TRASH AREA 4 4 5 5 5 6 7 7 7 7 8 9 9 CLR.20' - 5"CLR. 19' - 0" FIREPIT OUTDOOR DINING BENCH SEATING P.L. TO STREET C.L. 10' - 0"S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 9' - 0"79° 19' 51"29.98'SE10° 40' 09"102.44'SW79° 19' 51"29.98'NW10° 40' 09"102.44'NE DOUBLE SHOWER CLR.3' - 3 1/4"1' - 0"1' - 0"CLR.3' - 4 1/4"CLR. 36" MIN.TYP. 10 1/2" 1' - 0"CLR.3' - 0"10 11 16.00' T.O.W. 1213 14 12 15 16 14 5 17 17 17 17 CLR.2' - 10"REF. CIVIL FOR T.O.S REF. CIVIL FOR T.O.SREF. CIVIL FOR T.O.S 18 F.O.F.7' - 1 3/8"F.O.F.7' - 0 1/8"F.O.F.9' - 0 1/4"16.00' T.O.W. 19 1919 20 21 21 F.O.F.4' - 10 1/2"F.O.F.2' - 9 7/8"F.O.F.2' - 9 5/8"5 BALCONY OVERHANG 3' - 0" 86' - 5 1/4" PT#2: 14.83' F.S. PT#1: 10.09' F.S. PT#4: 10.08' F.S. PT#3: 12.82' F.S. DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: SITE PLAN NOTESA ANNOTATION LEGENDB KEYNOTESC BRANDON ARCHITECTS 03-22-2022 ARCHITECTURAL SITE PLANOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-0.0 **0000-2021** ELIZABETH HANNA 1 (E.) PROPERTY LINE WALL - PROTECT IN PLACE 2 PLANTED AREA - COORDINATE WITH LANDSCAPE DESIGNER 3 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 4 LINE OF SECOND FLOOR ABOVE 5 OUTLINE OF REMOVED STRUCTURE 6 CENTERLINE/FLOWLINE OF ALLEY 7 PROPERTY LINE 8 FRONT YARD SETBACK 9 SIDE YARD SETBACK 10 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TOANY OBSTRUCTION) 11 WATER HEATER - TANK-LESS (ON DEMAND) WALL-MOUNT +48" MIN., 'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/. MFG. (PROVIDE ADEQUATE N.G. CONN.) 12 (E.) CABLE TV JUNCTION BOX 13 (E.) TELEPHONE BOX LOCATION - (REF. SURVEY & CIVIL DWGS.) 14 (E.) WATER METER LOCATION - (REF. SURVEY & CIVIL DWGS.) 15 (E.) SEWER C.O. LOCATION - (REF. SURVEY & CIVIL DWGS.) 16 (E.) ELECTRIC BOX LOCATION - (REF. SURVEY & CIVIL DWGS.) 17 (N.) CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. 18 TRASH LOCATION - SCREEN FROM STREET AS NEEDED 19 (N.) WOOD GATE - AS SELECTED. PAINT TO MATCH WOOD PANEL SIDING SCREEN. REF. MATERIAL SCHEDULE SHT A-4.0 20 FIREPIT - PROVIDE GAS STUB-OUT, REF. LAND. DWGS., VERIFY W/. OWNER 21 STRUCT. STEEL COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. NO. REVISION DATE PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ARCHITECTURAL SITE PLAN 3/16" = 1'-0"2 GRADE PLANE PLANE GRADE EXHIBIT PT. #1 10.09' F.S. PT. #2 14.83' F.S. PT. #3 12.82' F.S. PT. #4 10.08' F.S. TOTAL: 47.82' / 4 = 11.95' AVERAGE SLOPE PT. #1(10.08' F.S.) - PT. #2 (14.83' F.S.) / 86.44' TOTAL: 5.5% SLOPE PA2022-067 DN DN DN ROOM TAGROOM NAME ? 1 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUCT. DWGS. - PAINT AND SEAL AS REQUIRED - ARCH. TO APPV. PAINT COLOR FOR EXPOSED STEEL COLUMNS WALL FRAMING - REF. A-2.0 DIMENSION PLANS FOR SIZING AND DIMENSIONS CONCRETE WALL - 12" REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRUCT. DWGS. - FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPROOFING AND DRAINAGE AS REQUIRED PER SECTION R406.1 & R406.2. REF/ SOILS REPORT, WATERPROOFING & DAMPROOFING NOTES ON SHEET T-1.1 - EXPOSED SURFACES TO HAVE TROWELED SMOOTH FINISH WITH A LIGHT GRAY COLOR, PROVIDE SAMPLE FOR ARCH. APPROVAL STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUCT. DWGS. - PAINT, STAIN AND SEAL AS REQUIRED - ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH. APPROVAL SLAB/FRAMING DEPRESSION - SEE STRUCT. DWGS. FOR THE RECESSION DETAILS - FOR RECESSION SPECIFIC TO EQUIPMENT OR ASSEMBLY VERIFY THE REQUIRED RECESSION W/. MFGR. OR FABRICATOR - SHOWER RECESSION TO BE VERIFIED W/. I.D. VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW - MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2 ” DIA. PIPE & TYP. 3” DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE NOTE: GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR TO REVIEW AND APPROVE ALL FINAL SHOP DRAWINGS PRIOR TO FABRICATION & POURING. ARCHITECT & STRUCTURAL ENGINEER TO REVIEW SHOP DWGS. FOR DESIGN CONFORMITY TO THE CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION & POURING. DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. WATERPROOFING AND DAMPPROOFING NOTES: R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE-EIGHTH-INCH (3.2 MM) COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY.CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. TWO-PLY HOT-MOPPED FELTS. 2. FIFTY-FIVE-POUND (25 KG) ROLL ROOFING. 3. SIX-MIL (0.15 MM) POLYVINYL CHLORIDE. 4. SIX-MIL (0.15 MM) POLYETHYLENE. 5. FORTY-MIL (1 MM) POLYMER-MODIFIED ASPHALT. 6. SIXTY-MIL (1.5 MM) FLEXIBLE POLYMER CEMENT. 7. ONE-EIGHTH-INCH (3 MM) CEMENT-BASED, FIBER-REINFORCED, WATERPROOF COATING. 8. SIXTY-MIL (1.5 MM) SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. EXCEPTION: ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD-SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F (93°C). SLAB ON GRADE NOTE: PROVIDE BASE PER R506.2.2 AND VAPOR RETARDER PER R506.2.3 W/. CAPILLARY BREAK 12.50' F.F. 11.33' F.F. 11.33' F.F. SLOPE PER CIVIL REF. CIVIL FOR T.O.S REF. CIVIL FOR T.O.S LOUNGEKITCHEN DINING GREAT ROOMFOYER GIRL'S POOL BATH 2-CAR GARAGE SAND ROOM BOY'S POOL BATH ELEV. STAIRS ENTRY1' - 0 7/8"21' - 6"1' - 0 7/8"35' - 11"17' - 6 1/2"7' - 0 3/4"6' - 2 1/2"19' - 8 1/2" REF. CIVIL FOR T.O.S 14' - 10"86' - 5 1/4"1' - 2"3' - 9"21' - 6 1/4"4' - 8 1/2"1' - 5 5/8"F.O.18' - 6"1' - 6 5/8"35' - 11"13' - 0 3/4"37' - 5 1/2" 14' - 10"86' - 5 1/4"1' - 2" SLAB DEPRESSION FOR FIREPLACE VERIFY W/. G.C., MFGR., AND STRUCT. DWGS. SLAB DEPRESSION FOR FIREPLACE VERIFY W/. G.C., MFGR., AND STRUCT. DWGS. SLAB DEPRESSION FOR SHOWER VERIFY W/. G.C. AND STRUCT. DWGS. SLAB DEPRESSION FOR SHOWER VERIFY W/. G.C. AND STRUCT. DWGS. SLAB DEPRESSION FOR SLIDER DOOR VERIFY W/. G.C. AND STRUCT. DWGS.3' - 2"23' - 7 3/4"3' - 2"F.V.2' - 8 5/8" 6"F.V.4' - 1 1/2"2' - 1 1/2"8' - 2 7/8"5' - 0 3/4"F.V.5' - 7 1/2"6"F.V. 8"6' - 1 3/8" F.V. 5' - 7 1/8"23' - 6 1/2"12' - 4"8 3/4"6" F.V. 4' - 7 1/4"12' - 7 1/4"19' - 0 5/8"8 3/8" V.F. 3' - 6 1/8"5' - 8"6' - 6 3/4"V.F.7' - 9 3/8"3' - 7 5/8"1 1' - 10 1/8" F.O. 8' - 0"9' - 10 1/2" FD FD FD 2 1378 SF FIRST FLOOR LIVING 476 SF 2-CAR GARAGE 397 SF PARTIALLY COVERED PATIO 101 SF COVERED FRONT ENTRY48 SF PLANTED 8 SF PLANTED 663 SF SECOND FLOOR LIVING 84 SF COVERED BALCONY 158 SF 2ND FLOOR BALCONY 223 SF COVERED LOUNGE DECK 261 SF DECK 54 SF MECH. 1042 SF POOL AREA 246 SF THIRD FLOOR LIVING DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS ANNOTATION LEGENDB SLAB EDGE NOTESA KEYNOTE LEGENDC 03-22-2022 SLAB EDGE PLAN AND AREA PLANSOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-0.1 **0000-2021** ELIZABETH HANNA 1 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 2 PROVIDE FLOOR DRAIN IN LAUNDRY ROOM NO. REVISION DATE 1/4" = 1'-0"1SLAB EDGE PLAN 1/8" = 1'-0"2FIRST LEVEL AREA PLAN 1/8" = 1'-0"3SECOND LEVEL AREA PLAN 1/8" = 1'-0"4THIRD LEVEL AREA PLAN TOTAL BUILDING AREA SCHEDULE NAMEAREA LIVING THIRD FLOOR LIVING246 SF SECOND FLOOR LIVING663 SF FIRST FLOOR LIVING1378 SF LIVING2287 SF GARAGE 2-CAR GARAGE476 SF GARAGE476 SF GRAND TOTAL2763 SF TOTALTOTAL TOTALTOTAL FIRST FLOOR AREA SCHEDULE NAME AREA Area 0 SF 0 SF GARAGE 2-CAR GARAGE 476 SF 476 SF LIVING FIRST FLOOR LIVING 1378 SF 1378 SF OUTDOOR FRONT ENTRY 101 SF PATIO 397 SF PLANTED 56 SF 554 SF GRAND TOTAL 2408 SF SECOND FLOOR AREA SCHEDULE NAME AREA LIVING SECOND FLOOR LIVING 663 SF 663 SF OUTDOOR 2ND FLOOR BALCONY 158 SF BALCONY 84 SF 242 SF GRAND TOTAL 906 SF TOTAL OUTDOOR TOTAL LIVING TOTAL GARAGE TOTAL OUTDOOR TOTAL LIVING THIRD FLOOR AREA SCHEDULE NAME AREA LIVING THIRD FLOOR LIVING 246 SF 246 SF OUTDOOR COVERED LOUNGE DECK 223 SF DECK 261 SF MECH.54 SF POOL AREA 1042 SF 1579 SF GRAND TOTAL 1826 SF TOTAL OUTDOOR TOTAL LIVING PA2022-067 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 03-22-2022 3D VIEWSOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-1.0 **0000-2021** ELIZABETH HANNA NO. REVISION DATE 1AXONOMETRIC - NW2 AXONOMETRIC - NE 3AXONOMETRIC - SW4 AXONOMETRIC - SE PA2022-067 UP DNUP UP UP UP UP DN A-4.1 A-4.0 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 MASTER SUITE BATH #2 MASTER BATH ELEV. STAIRS BEDROOM #2 W/C. LINEN SHOWER SEAT TV ABV. POOL STRUCTURE BALCONY EXT. MECH. SHOWER SEAT(OPEN TO BELOW)BUILT-IN CL.BUILT-IN CL.S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 9' - 0"TYP.11"TYP. 10 1/2"CLR.15" MIN.2' - 9" TYP. 11"CLR.3' - 0 3/4"R @ 0' - 7 1/2"16 R @0' - 7"8 R @0' - 7 1/2"20 R @ 0' - 7 3/8"16CLR.5' - 0 1/4"CLR. 4' - 6" 2% MIN.CL R . 3 0 " M I N . CLR. 30" MIN. 1 1 2 3 3 EAVE OVERHANG 2' - 11" 4 4 4 4 4 44 44 9 9 8 10 1011 11 1616CLR.3' - 5"18 18 18 CLR. 3' - 6" DNDN 19 20 1919 21 16 3 18 13 13 15 18 1617 15 12 14 19 20 17 14 17.1 14.1 4 4 21.09' F.F. 23.76' F.F. EXTERIOR HALLWAY CLR.2' - 10"13 13 13 TYP. 11"CLR.3' - 0 1/4"18 BALCONY ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 A-4.0 1 1 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR / WINDOW / WINDOW WALL TAG FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION - REF. DTLS. 7/AD-1.0 STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC KITCHEN RANGE W/. EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30 ” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. REFRIGERATOR (REF) / FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED BUILT-IN APPLIANCE / DISHWASHER (DW) / TRASH COMPACTOR (TR) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQ'D. (CRC 321.1) A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 UP 20R@7 1/2" STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) A-4.11 A-4.01 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 A-4.0 2 A-4.1 2 LOUNGE KITCHEN DINING GREAT ROOM FOYER GIRL'S POOL BATH 2-CAR GARAGE SAND ROOMBOY'S POOL BATH ELEV. STAIRS ENTRY CLR.5' - 6 1/4"CLR. 4' - 6" LOCKERS LOCKERS SHOWER SEAT BENCH BUILT-INS R. S.DW.TRASH PANTRY EAT-IN ISLAND FP.TV ABV. STORAGE SHOWER SEATWET BARSTORAGE DRIPGATELINE OF FLOOR ABV.GOLF CART PARKINGSTORAGEDOUBLE SHOWER (OPEN TO ABV.)CLR.20' - 5"CLR. 19' - 0" CLR. 3' - 6" 11.33' F.F.12.50' F.F.S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 9' - 0"TYP.11"CLR. 3' - 6"CLR.4' - 6"1' - 0" 1' - 0"4' - 4 3/4"LINE OF FLOOR ABV. LINE OF FLOOR ABV. NOTE: PROVIDE MIN. (1) LAYER 5/8" MOLD TOUGH VHI FIRECODE 'X' BD. TO INSIDE FACE OF ALL GARAGE WALLS. FD FLOOR DRAIN SLOPE PER CIVIL CLR. 30" MIN. CLR. 30" MIN. GATE 1 1 2 3 34 4 5 6 7 8 9 9 10 1011 1111 12 13 14 15 15 R @0' - 7 1/2"20 TYP. 10 1/2" 1718 181920 21 6 5 4 10 11 121 111012 5 3 2 3 89 97 8 4 6 7 9.1 8.1 BALCONY OVERHANG 3' - 0" DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: KEYNOTESB ANNOTATION LEGENDA BRANDON ARCHITECTS 03-22-2022 FIRST AND SECOND LEVEL FLOOR PLANOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-2.0 **0000-2021** ELIZABETH HANNA 1/4" = 1'-0"2SECOND LEVEL FLOOR PLAN 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 STRUCT. STEEL COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. 5 WATER HEATER - TANK-LESS (ON DEMAND) WALL-MOUNT +48" MIN., 'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/. MFG. (PROVIDE ADEQUATE N.G. CONN.) 6 DEPRESSED SLAB/STRUCTURE FOR FIREPLACE - COORD. WITH MFG'R. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 7 DEPRESSED SLAB FOR ELEVATOR - 12". COORD. WITH ELEVATOR MFG. & G.C., REF. STRUCT. DRAWINGS 8 DEPRESSED SLAB FOR SLIDING/POCKET DOORS - COORD. WITH DOOR MFG. & GENERAL CONTRACTOR. 9 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION - COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 10 SHOWER - PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) 11 CUSTOM SHOWER SEAT PER I.D. 12 FIREPLACE - PREFABRICATED, GAS ONLY, 'ISOKERN,' ICC# ESR-2316 [REF. 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.)" 13 WOOD PANEL SIDING SCREEN - EXT. GRADE MDX, PAINT AS SEL., REF. MATERIAL SCHEDULE SHT. A-4.0 14 GARAGE DOOR - RATED, 1-3/8" SOLID CORE, SELF-CLOSING AND SELF-LATCHING. REF. DOOR SCHEDULE. 7 3/4" STEP AT IN SWING DOORS (R311.3.1.) 15 1-1/2" MAX. STEP AT OUT SWING DOORS (R311.3.1) 16 WINDOW TO MEET EGRESS REQUIREMENTS - REF. DOOR AND WINDOW NOTES #6, SHT. A-7.0 17 ENCLOSED USEABLE SPACE UNDER STAIRWAY USE 5/8" TYPE 'X' GYP. BD. FINISH TYP. (1/2" MIN.) (CRC R302.7) 18 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 19 EXTERIOR WALL MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. XX/AD-1 20 INTERIOR GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 21 RESIDENTIAL ELEVATOR - 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56" X 60" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION NO. REVISION DATE 1/4" = 1'-0"1FIRST LEVEL FLOOR PLAN PA2022-067 UP DNDN DN DN A-4.1 A-4.0 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 BONUS ROOM ELEV. PWDR.STAIRS TV ABV. POOL WATER TROUGHINFINITY EDGEEXT. SHOWERREAR DECK FIREPIT BBQ OUTDOOR DINING MECH LOUNGE DECKSPA BAJA 6:12S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 9' - 0" R @ 0' - 7 1/2"16 R @0' - 7 3/4"6 R @0' - 7"8R @0' - 5 3/8"3 R @0' - 5 3/8"3 CLR.1' - 3"TYP.11"CLR.5' - 0 1/4"CLR. 4' - 6" 2% MIN. 2% MIN.2% MIN. 1 1 2 3 3 4 4 5 5 OPEN TO BELOW 6 TYP. 11"CLR.3' - 0 1/4"TYP. 11" TYP. 11"CLR.3' - 0 3/4"7 8 9 10 10 7 7 8 8 11 11 12 13 14 14 34.60' T.O.W. 33.28' T.O.W. 31.10' T.O.W. 33.28' T.O.W. 31.94' T.O.R. 35.78' T.O.R. 35.78' T.O.R. 15 15 16 16 OPEN TO BLW. 19 21 20 22 23 24 21 68 31.10' F.F.CLR.3' - 0 1/4"CLR. 3' - 4 3/4"CLR.3' - 5"SECOND FLOOR BALCONY BELOW ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 A-4.0 1 1 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR / WINDOW / WINDOW WALL TAG FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION - REF. DTLS. 7/AD-1.0 STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC KITCHEN RANGE W/. EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30 ” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. REFRIGERATOR (REF) / FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED BUILT-IN APPLIANCE / DISHWASHER (DW) / TRASH COMPACTOR (TR) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQ'D. (CRC 321.1) A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 UP 20R@7 1/2" STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: KEYNOTESB ANNOTATION LEGENDA BRANDON ARCHITECTS 03-22-2022 THIRD LEVEL FLOOR PLANOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-2.1 **0000-2021** ELIZABETH HANNA 1/4" = 1'-0"1THIRD LEVEL FLOOR PLAN 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 STRUCT. STEEL COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. 5 DEPRESSED SLAB FOR SLIDING/POCKET DOORS - COORD. WITH DOOR MFG. & GENERAL CONTRACTOR. 6 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATTENUATION REQ'D. PER SECTION 10.26.045 N.B.M.C. UNDER SEPARATE PERMIT & PLAN CHECK) 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 EXTERIOR WALL MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. XX/AD-1 9 INTERIOR GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10 PRECAST CONCRETE EXTERIOR 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. X/AD-1 11 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 12 RESIDENTIAL ELEVATOR - 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56" X 60" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 13 WOOD PANEL SIDING SCREEN - EXT. GRADE MDX, PAINT AS SEL., REF. MATERIAL SCHEDULE SHT. A-4.0 14 EXPOSED STRUCTURAL STEEL COLUMN TO SUPPORT STEEL WIRE TRELLIS, SIZE PER STRUCT.; PAINT & SEAL AS SEL. (ARCH. TO APPV.) 15 DECK CHANNEL DRAIN - SLOPE 2% MIN. - REF. DTL. XX/AD-1 16 DECK DRAIN - SLOPE 2% MIN. - REF. DTL. 11/AD-1 NO. REVISION DATE PA2022-067 UP UP UP UP UP DNUP UPUP DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP. RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ROOM TAGROOM NAME 1 1 1 1 10.00'SPOT ELEVATION REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL KITCHEN RANGE W/. EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30 ” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 2X4 STUD WALL 2X6 STUD WALL 2X8 STUD WALL 2X10 STUD WALL EXT. POCKET DOOR WALL - TYP. 2X6 EXT. FRMG. AND 2X4 INTERIOR FRAMING W/. DOUBLE TOP PLATE AND SINGLE SILL PLATE U.N.O., MIN. AIR SPACE/DOOR POCKET TO BE VERIFIED W/. DOOR MFGR. - STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING – SEE EXT. WALL DETAILS AND STRUCT. DWGS CONCRETE WALL - 12” REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRCUTC. DWGS. – FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPPROOFING AND DRAINAGE AS REQUIRED PER SECTION R406.1 & R406.2, REF. SOILS REPORT,WATERPROOFING & DAMPROOFING NOTES ON SHEET T-1.1 – EXPOSED SURFACES TO HAVE TROWELED SMOOTH FINISH WITH A LIGHT GRAY COLOR, PROVIDE SAMPLE FOR ARCH. APPROVAL SLAB/FRAMING DEPRESSION - SEE STRUCT. DWGS. FOR THE RECESSION DETAILS - FOR RECESSION SPECIFIC TO EQUIPMENT OR ASSEMBLY VERIFY THE REQUIRED RECESSION W/. MFGR. OR FABRICATOR – SHOWER RECESSION TO BE VERIFIED W/. I.D. SEE SHEET AD-2.0 FOR THE TYPICAL DEPRESSION OF DOORS AND WINDOWS, VERIFY ALL DEPRESSIONS W/. MFGR. STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING – SEE EXT. WALL DETAILS AND STRUCT. DWGS VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW - MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2 ” DIA. PIPE & TYP. 3” DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE A-4.1 A-4.0 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 LOUNGEKITCHEN DINING GREAT ROOMFOYER GIRL'S POOL BATH 2-CAR GARAGE SAND ROOM BOY'S POOL BATH ELEV. STAIRS ENTRY R @ 0' - 7 1/2"2 R @0' - 7 1/2"20 R @0' - 7"2 R @ 0' - 7 3/8"16 S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 9' - 0"CLR.4' - 6"CLR. 4' - 6" SHOWER STORAGE SHOWER GATELINE OF FLOOR ABV.GOLF CART PARKING DOUBLE SHOWER CLR.20' - 6 1/4"CLR. 19' - 1 1/4"TYP.11"CLR. 3' - 6" LINE OF FLOOR ABV. LINE OF FLOOR ABV. SLAB DEPRESSION FOR FIREPLACE VERIFY W/. G.C.& MFGR. GATE 14' - 10"86' - 5 1/4"1' - 2"3' - 9"23' - 0 3/4"3' - 2"3' - 2"23' - 7 3/4"3' - 2"1' - 0 7/8"21' - 6"1' - 0 7/8"5 1/8"5 1/8"SLAB DEPRESSION FOR FIREPLACE VERIFY W/. G.C.& MFGR. SLAB DEPRESSION FOR SHOWER VERIFY W/. G.C. SLAB DEPRESSION FOR SHOWER VERIFY W/. G.C. SLAB DEPRESSION FOR SLIDER DOOR VERIFY W/. G.C. 14' - 10"86' - 5 1/4"1' - 2" 5' - 1 1/2"35' - 11"17' - 6 1/2"7' - 0 3/4"6' - 2 1/2"19' - 8 1/2" 9' - 6 7/8"10' - 7 1/4"8' - 6"7' - 2 7/8"9' - 3 3/8"8' - 3 1/8"3' - 9 5/8"3' - 3 1/8"1' - 10 1/8"8' - 0"4' - 7 1/4"5' - 3 1/4"1' - 6 1/2"1' - 6 5/8"18' - 6"1' - 5 5/8"5' - 1 1/2"35' - 11"13' - 0 3/4"37' - 5 1/2" 6' - 3 3/8"6' - 7 1/8"23' - 0 1/2"13' - 0 3/4"5' - 6 3/4"12' - 1 3/4"19' - 9" 1' - 9 5/8"13' - 6 5/8"11' - 3 3/8"5' - 3 1/4"3' - 5 7/8"2' - 9 1/2"6' - 7 1/8"2' - 9 1/2"8' - 11 3/8"11' - 3 5/8"2' - 3 3/8"8' - 6"2' - 3 3/8" 8 3/4" 1' - 6 5/8" 2' - 0"4' - 6"2' - 0" 1' - 6 5/8" 8 3/4"1' - 6 1/2"7' - 4"2' - 6"4' - 4 3/4"7' - 3 5/8"5' - 8"1' - 6"4' - 7 1/4"8' - 2 7/8"3' - 7 5/8"1' - 0" 1' - 0"20' - 5 1/8"3' - 2 5/8"6 5 4 10 11 121 111012 5 3 2 3 89 978 4 6 7 9.1 8.1 BALCONY OVERHANG 3' - 0" A-4.1 A-4.0 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 9' - 0" MASTER SUITE BATH #2 MASTER BATH ELEV. STAIRS BEDROOM #2 W/C. BALCONY 6' - 1"95' - 4 1/4"1' - 0"3' - 7"23' - 2 3/4"3' - 2"6' - 1"95' - 4 1/4"1' - 0"3' - 2"23' - 8 1/4"3' - 1 1/2"POOL STRUCTURE 2% MIN. SLAB DEPRESSION FOR SHOWER VERIFY W/. G.C. SLAB DEPRESSION FOR SHOWER VERIFY W/. G.C. SLAB DEPRESSION FOR SLIDER DOOR VERIFY W/. G.C. 3' - 0 1/2"52' - 0"34' - 11 3/4"1' - 3" 4' - 1" 5' - 7 3/8"11' - 11 1/8"6' - 4 3/4"8' - 4 1/4" 1' - 9"8' - 1"2' - 1 1/8" 4' - 6 1/8" 1' - 10 5/8"3"13' - 5 1/4"12' - 10 1/4"14' - 10 1/4"13' - 3 3/8"2 3/8" 3' - 0 1/2"54' - 4 1/4"33' - 10 1/2"4' - 1" 5 1/4" 5 1/4"52' - 0"2' - 4 1/4"11' - 6 3/4"5' - 6 3/4"16' - 9" 2' - 0 5/8"7' - 6"2' - 0 1/8" 3' - 3" 2' - 3 3/4" 3' - 9 5/8"9' - 9 1/2"3' - 1 7/8"3"13' - 5 1/4"13' - 10 1/4"13' - 10 1/4"10' - 7 1/8"1' - 4 1/2"16' - 0 1/2"5' - 7 3/4" 2"1' - 4"12' - 0"1' - 4 1/2"5' - 7 3/4"1' - 4"14' - 8 1/2"2' - 10 7/8"2' - 8 7/8"4 7/8"4 1/4"16 3 18 13 13 15 18 16 17 15 12 14 19 20 17 14 17.1 14.1 BALCONY OVERHANG 3' - 0" EXT. MECH. EXTERIOR HALLWAY BALCONY DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS ANNOTATION LEGEND GENERAL NOTESA B 03-22-2022 FIRST AND SECOND LEVEL DIMENSION PLANOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-2.2 **0000-2021** ELIZABETH HANNA NO. REVISION DATE 1/4" = 1'-0"1FIRST LEVEL DIMENSION PLAN 1/4" = 1'-0"2SECOND LEVEL DIMENSION PLAN PA2022-067 UP UP DN UP UP DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP. RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ROOM TAGROOM NAME 1 1 1 1 10.00'SPOT ELEVATION REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL KITCHEN RANGE W/. EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30 ” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 2X4 STUD WALL 2X6 STUD WALL 2X8 STUD WALL 2X10 STUD WALL EXT. POCKET DOOR WALL - TYP. 2X6 EXT. FRMG. AND 2X4 INTERIOR FRAMING W/. DOUBLE TOP PLATE AND SINGLE SILL PLATE U.N.O., MIN. AIR SPACE/DOOR POCKET TO BE VERIFIED W/. DOOR MFGR. - STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING – SEE EXT. WALL DETAILS AND STRUCT. DWGS CONCRETE WALL - 12” REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRCUTC. DWGS. – FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPPROOFING AND DRAINAGE AS REQUIRED PER SECTION R406.1 & R406.2, REF. SOILS REPORT,WATERPROOFING & DAMPROOFING NOTES ON SHEET T-1.1 – EXPOSED SURFACES TO HAVE TROWELED SMOOTH FINISH WITH A LIGHT GRAY COLOR, PROVIDE SAMPLE FOR ARCH. APPROVAL SLAB/FRAMING DEPRESSION - SEE STRUCT. DWGS. FOR THE RECESSION DETAILS - FOR RECESSION SPECIFIC TO EQUIPMENT OR ASSEMBLY VERIFY THE REQUIRED RECESSION W/. MFGR. OR FABRICATOR – SHOWER RECESSION TO BE VERIFIED W/. I.D. SEE SHEET AD-2.0 FOR THE TYPICAL DEPRESSION OF DOORS AND WINDOWS, VERIFY ALL DEPRESSIONS W/. MFGR. STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING – SEE EXT. WALL DETAILS AND STRUCT. DWGS VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW - MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2 ” DIA. PIPE & TYP. 3” DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE A-4.1 A-4.0 A-4.11 A-4.0 2 2 1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 9' - 0" BONUS ROOM ELEV. PWDR.STAIRS R @ 0' - 7 1/2"16 R @0' - 7 3/4"6 R @0' - 7"8 R @0' - 5 3/8"3 R @0' - 5 3/8"3 SLAB DEPRESSION FOR SLIDER DOOR VERIFY W/. G.C. POOL LOUNGE DECKSPA BAJA 6' - 1"95' - 3"1' - 1 1/4"3' - 8"23' - 2 3/4"3' - 1"6' - 1"95' - 3"1' - 1 1/4"3' - 0 3/4"23' - 10 1/4"3' - 0 3/4"3' - 0 1/2"54' - 8 1/4"17' - 7 3/4"5' - 10 3/4"8' - 10"5' - 1 3/4" 5' - 7 3/8"5' - 9 1/2"6' - 2 7/8" 11" 36" MIN.CLR.3' - 0 3/4"OPEN TO BLW.1' - 6 1/2"4 1/2"15' - 7 1/2"4' - 3 1/4" 1' - 5"1' - 5"1' - 9 5/8"2' - 5 5/8"2' - 0 3/8"2 7/8"12' - 1 1/4"1' - 3"6:12CLR.3' - 5 5/8"CLR. 3' - 5 3/8"TYP.11"3' - 0 1/2"62' - 11 7/8"15' - 2 7/8"10' - 1"3' - 10 3/4" 2' - 10 3/8"9' - 6 1/8"2' - 10 3/8" 2' - 9 5/8"2' - 9 1/8" 2' - 8 7/8" 3' - 0 3 / 4 "3' - 0 3/4"3' - 8 1/8"16' - 6"3' - 8 1/8"3/4"3/4"3 3/4"3 3/4"3" 3" CLR. 3' - 10 7/8" 19 21 20 22 23 24 21 68 REAR DECK SECOND FLOOR BALCONY BELOW DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS ANNOTATION LEGEND GENERAL NOTESA B 03-22-2022 THIRD LEVEL DIMENSION PLANOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-2.3 **0000-2021** ELIZABETH HANNA NO. REVISION DATE 1/4" = 1'-0"1THIRD LEVEL DIMENSION PLAN PA2022-067 DIMENSION NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA ENLOSED ATTIC AND ENCLOSED RAFTER SPACES VENTING NOTES: 1. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW UNLESS THEY MEET THE REQUIREMENT OF SECTION R806.5 FOR UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. VENTILATION OPENING SHALL HAVE THE LEAST DIMENSION OF 1/16 ” MIN. AND 1/4” MAX OTHERWISE THE OPENING SHALL HAVE THE CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVE A LEAST DIMENSION OF 1/16 ” MIN. AND 1/4” MAX. OPENING IN ROOF FRAMING MEMBERS SHALL BE PER THE REQUIREMENT OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. (R806.1) 2. THE MINIMUM NET FREE VENTILATING AREA SHOULD BE 1/150 OF THE AREA OF THE VENTED SPACE, EXCEPT FOR THE PROJECT LOCATED IN CLIMATE ZONE 14 OR 16 WITH A CLASS I OR II VAPOR RETARDER AT THE WARM-IN-WINTER SIDE OF THE CEILING AND WHERE MIN. 40% AND MAX 50% OF THE REQUIRED VENTILATION PROVIDED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE PER SECTION R806.2 THEN THE MINIMUM NET FREE VENTILATING AREA CAN BE 1/300 OF THE VENTED SPACE. (R802.2) 3. PROVIDE 1” SPACE BETWEEN THE INSULATION AND THE ROOF SHEATHING WHERE EAVE OR CORNICE VENTS PROVIDE BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. (R806.3) 4. INSTALL VENTILATOR PER MANUFACTURER INSTRUCTION. INSTALL VENTILATOR IN ROOF PER SECTION R903 AND VENTILATOR IN WALL ASSEMBLIES PER SECTION R703.1. 5. FOR THE ATTIC WITH VERTICAL HEIGHT GREATER THAN OR EQUAL TO 30 ” (VERTICAL HEIGHT MEASURED FROM THE TOP OF CEILING JOIST TO THE BOTTOM OF THE ROOF RAFTERS) WITHIN 30S.F. MIN. PROVIDE THE OPENING WITH ROUGH-FRAMED OPENING OF NOT LESS THAN 22”X30” WHICH SHOULD BE LOCATED IN HALLWAY OR OTHER LOCATION WITH READY ACCESS. IF THE ACCESS LOCATED IN THE WALL THEN THE WIDTH SHOULD BE 22 ” AND HEIGHT SHOULD BE 30” MIN. IF LOCATED IN CEILING THEN THE MIN. UNOBSTRUCTED HEADROOM IN THE ATTIC SHOULD BE 30 ” FROM THE BOTTOM OF CEILING JOIST AT SOME POINT. ROOF DRAINAGE: IF THE PROJECT LOCATED IN THE AREA WITH EXPANSIVE OR COLLAPSIBLE SOILS, WATER RUNOFF FROM ROOFS OF ALL DWELLINGS SHALL BE DISCHARGED TO THE GROUND SURFACE NOT LESS THAN 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. (R801.3) - REF.CIVIL DWGS FOR STORM WATER MANAGMENT AND SYSTEM. WEATHER PROTECTION: 1. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE CHAPTER 9 OF THE CURRENT CRC. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE CHAPTER 9 OF CRC AND THE APPROVED MANUFACTURER ’S INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. (R903.1) 2. PROVIDE AND INSTALL FLASHING TO PREVENT ENTRY OF MOISTURE TO WALL AND ROOF ASSEMBLIES THRU THE JOINTS IN COPINGS, PERMEABLE MATERIAL, AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATION THRU ROOF. (R903.2) 3. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 26 GALVANIZED SHEET). (R903.2.1) 4. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES (762 MM) WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. EXCEPT FOR UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH HYPERLINK "HTTPS://CODES.ICCSAFE.ORG/LOOKUP/CRC2019P1_PT03_CH03_SECR308.6" SECTION R308.6 AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS SHALL BE PERMITTED TO BE INSTALLED WITHOUT A CRICKET OR SADDLE. (R903.2) 5. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NOT LESS THAN THE THICKNESS OF THE PARAPET WALL. (R903.3) 6. UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF. IF WATER CAN BE ENTRAPPED WITHIN THE ROOF AREA THEN SECONDARY EMERGENCY OVERFLOW ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. (R903.4) MISC. NOTES: 1. INSTALL ROOF PER ROOFING MFG'R. SPECS & INSTALLATION GUIDELINE 2. ARCH. TO APPV. SIZE, COLOR & PROFILE OF EAVE & RAKE COMPONENTS. G.C. TO PROVIDE MOCK-UPS. 3. UNVENTED ENCLOSED RAFTER ASSEMBLY: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. 4. REF. WOOD OR WOODBASE PRODUCT NOTES ON FLOOR PLANS 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 S.Y.S.B.3' - 0"S.Y.S.B.3' - 0"F.Y.S.B. 9' - 0"3:123:123:12 6:12POOL BELOW REAR DECK BELOW 1 2 3 2 2 4 45 5 6 6 6 6 6 3' - 1 1/2"3' - 9"3' - 8"5' - 1"3' - 1 1/2"1' - 1 1/4" 6' - 0"3:123:123:12 REFER TO A-2.3 REFER TO A-2.3 2 1/2"2 1/2" 2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2" 40.93' T.O. ROOF HT. CERT. REQ. 40.88' T.O. ROOF 40.80' T.O. ROOF HT. CERT. REQ. HT. CERT. REQ. DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: GENERAL NOTESA B KEYNOTES BRANDON ARCHITECTS 03-22-2022 ROOF PLANOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-3.0 **0000-2021** ELIZABETH HANNA 1 STANDING SEAM METAL ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 2 EXPOSED STEEL BEAM SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. - COORDINATE W/. INTERIOR. 3 STEEL TRELLIS, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 4 GUTTER - ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 5 DOWNSPOUT - ALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 6 1/4" = 1'-0"1ARCHITECTURAL ROOF PLAN NO. REVISION DATE PA2022-067 SECOND FLOOR F.F. 21.09' THIRD FLOOR F.F. 31.10' ROOF PLATE 38.35' ROOF PLATE 38.35' FIRST FLOOR F.F. 12.50' SECOND FLOOR PLATE 19.89' THIRD FLOOR PLATE 29.90' 1 A-5.0 MAX. HT. 40.95' MAX. HT. 40.95' MAX. FLAT 35.95' MAX. FLAT 35.95' GRADE PLANE 11.95' GRADE PLANE 11.95' SECOND FLOOR T.O.S. 20.97' THIRD FLOOR T.O.S. 30.98' FIRST FLOOR T.O.S. 12.38'24' - 0"29' - 0"GARAGE FLOOR T.O.S. 10.08' POOL DECK F.F. 32.28' POOL DECK PLATE 31.08' POOL DECK T.O.S. 32.16' POOL STRUCTURE F.F. 25.44' POOL STRUCTURE PLATE 23.81' POOL STRUCTURE T.O.S. 25.31' GARAGE FLOOR F.F. 10.21' LOWER FIRST FLOOR F.F. 11.33'LOWER FIRST FLOOR T.O.S. 11.21' POOL SERVICE F.F. 23.76' POOL SERVICE PLATE 22.55' POOL SERVICE T.O.S. 23.64' POOL BRIDGE F.F. 28.44'POOL BRIDGE T.O.S. 28.31' POOL BRIDGE PLATE 27.23' LOWER FIRST FLOOR PLATE 10.21' FIRST FLOOR PLATE 11.38' PLPL 6 5 18 978 1617 22 1920 6 2324 10' - 0 1/8"9' - 7 5/8"1' - 3"7' - 3"1' - 2 1/2"8' - 9 5/8"1' - 2 1/2"8' - 6 5/8"1' - 1 1/2"3' - 10 1/8"3' - 0"1' - 8 1/8"11' - 3 1/8"1' - 2 1/2"2' - 7 5/8"1' - 2 1/2"3' - 5 5/8"1' - 2 1/2"10' - 0 5/8"1' - 1 1/2"1' - 2 1/2"5' - 7 5/8"1' - 7 1/2"11' - 3 3/4"4' - 8 1/8"SETBACKBALCONY ENCROACHMENT 3' - 0" 1 7 2 8 ABV. F.F.42" MIN.HD. HT.9' - 6"SILL HT.3' - 6"SILL HT.4' - 6"9 8 8 6 7 5 7 5 8 3 ABV. F.F.42" MIN.5 3 ABV. F.F.42" MIN.5 40.93'40.80'10 11 HD. HT.8' - 0"SILL HT.3' - 0"SILL HT.4' - 6"SILL HT.3' - 0"HD. HT.7' - 0"SILL HT.3' - 0"10 9 12 WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE:541-885-7412 OR 800-535-3936 FAX:541-884-3331 WEB:WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM EXTERIOR STUCCO: MANUFACTURER: MERLEX STUCCO 2911 ORANGE-OLIVE ROAD ORANGE, CA 92865 P: 714.627.1700 COLOR: TBD APPLICATION: THREE-COAT APPL., SMOOTH 7/8" W/. METAL LATH (DIAMOND OR EQUIV.) BOARD FORMED CONCRETE TILE: SUPPLIER: 2STONE DESIGNER CONCRETE INC. TYPE: BOARD FORM VENEER SIZE: TBD - ARCH TO APPROVE COLOR: TBD - ARCH. TO APPROVE FINISH: TBD - ARCH. TO APPROVE METAL ROOFING: ( CLASS 'A' - NON REFLECTIVE) PRODUCT: STANDING SEAM METAL ROOFING, ULTRA-COOL, CB-150 MANUFACTURER: CUSTOM-BILT METALS COLOR: OLD TOWN GRAY, TO BE APPROVED BY ARCH. & OWNER (SOLAR REFLECTANCE 0.35, THERMAL EMITTANCE 0.83) NOTES: USE CONTINUOUS 12" OR 16" PANS - VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS (NO TRANSVERSE SEAMS) APPROVALS: ICC ESR-2048, CLASS 'A' ASSEMBLY WEIGHT: APPX. 2 PSF. GUTTERS: MATERIAL: METAL - COPPER/ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS WEB: WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR: TUFFLEX POLYMERS ADDRESS: 10880 POPLAR AVE., FONTANA, CA PHONE: 909.349.2016 WEB: WWW.TUFFLEXPOLYMERS.COM CODE: ICC # ESR-2505 FLASHING & WEATHERSTRIPPING PROVIDE CORROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING, MIN. 24 GUAGE COPPER (16 OZ.) SHEETS U.N.O. IN CRC OR MFGR. INSTALLATION GUIDELINES. ALL METAL IN CONTACTS TO BE OF SIMILAR TYPE TO AVOID GALVANIC CORROSION. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. ROOF PLATE 38.35' ROOF PLATE 38.35' FIRST FLOOR F.F. 12.50' FIRST FLOOR F.F. 12.50' 2 A-5.0 MAX. HT. 40.95' MAX. HT. 40.95' MAX. FLAT 35.95' MAX. FLAT 35.95' GRADE PLANE 11.95' GRADE PLANE 11.95' FIRST FLOOR T.O.S. 12.38' FIRST FLOOR T.O.S. 12.38' POOL DECK F.F. 32.28' POOL DECK F.F. 32.28' POOL DECK PLATE 31.08' POOL DECK PLATE 31.08' POOL DECK T.O.S. 32.16' POOL DECK T.O.S. 32.16' POOL BRIDGE F.F. 28.44' POOL BRIDGE F.F. 28.44'POOL BRIDGE T.O.S. 28.31' POOL BRIDGE T.O.S. 28.31' POOL BRIDGE PLATE 27.23' POOL BRIDGE PLATE 27.23' FIRST FLOOR PLATE 11.38' FIRST FLOOR PLATE 11.38' PL PL 29' - 0"MIN. ABV. F.F.3' - 6"11 10 19 3:12 3:12 3:12 3:12 3:123:12 40.80'40.93'40.63' 1 2 3 ABV. F.F.42" MIN.ABV. F.F.42" MIN.24' - 0"15' - 11 1/4"3' - 10 1/8"1' - 1 1/2"14' - 8 3/4"1' - 2 1/2" 2' - 7 5/8" 1' - 2 1/2"1' - 0"1 1/2"1' - 1"1 1/2"1' - 1"1 1/2"HT. CERT. REQ'D HT. CERT. REQ'D HT. CERT. REQ'D 4 5 1 1 6 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: MATERIAL SPECIFICATIONSA KEYNOTESC GENERAL NOTESB BRANDON ARCHITECTS 03-22-2022 EXTERIOR ELEVATIONSOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-4.0 **0000-2021** ELIZABETH HANNA 1/4" = 1'-0"2NORTH ELEVATION 1 STRUCT. STEEL COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. 2 STRUCT. BEAM - SIZE & LOC'N. PER STRUCT. DWGS 3 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 4 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 5 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 6 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 7 BOARD FORM CONCRETE - REF. STRUCT. 8 CUSTOM WOOD SCREEN, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 9 (N.) WOOD GATE - AS SELECTED. PAINT TO MATCH WOOD PANEL SIDING SCREEN. REF. MATERIAL SCHEDULE SHT A-4.0 10 STANDING SEAM METAL ROOFING - REF. MAT. SCHEDULE SHT. A-4.0 11 EXPOSED STEEL BEAM SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. - COORDINATE W/. INTERIOR. 12 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 NO. REVISION DATE 1/4" = 1'-0"1WEST ELEVATION PA2022-067 WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE:541-885-7412 OR 800-535-3936 FAX:541-884-3331 WEB:WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM EXTERIOR STUCCO: MANUFACTURER: MERLEX STUCCO 2911 ORANGE-OLIVE ROAD ORANGE, CA 92865 P: 714.627.1700 COLOR: TBD APPLICATION: THREE-COAT APPL., SMOOTH 7/8" W/. METAL LATH (DIAMOND OR EQUIV.) BOARD FORMED CONCRETE TILE: SUPPLIER: 2STONE DESIGNER CONCRETE INC. TYPE: BOARD FORM VENEER SIZE: TBD - ARCH TO APPROVE COLOR: TBD - ARCH. TO APPROVE FINISH: TBD - ARCH. TO APPROVE METAL ROOFING: ( CLASS 'A' - NON REFLECTIVE) PRODUCT: STANDING SEAM METAL ROOFING, ULTRA-COOL, CB-150 MANUFACTURER: CUSTOM-BILT METALS COLOR: OLD TOWN GRAY, TO BE APPROVED BY ARCH. & OWNER (SOLAR REFLECTANCE 0.35, THERMAL EMITTANCE 0.83) NOTES: USE CONTINUOUS 12" OR 16" PANS - VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS (NO TRANSVERSE SEAMS) APPROVALS: ICC ESR-2048, CLASS 'A' ASSEMBLY WEIGHT: APPX. 2 PSF. GUTTERS: MATERIAL: METAL - COPPER/ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS WEB: WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR: TUFFLEX POLYMERS ADDRESS: 10880 POPLAR AVE., FONTANA, CA PHONE: 909.349.2016 WEB: WWW.TUFFLEXPOLYMERS.COM CODE: ICC # ESR-2505 FLASHING & WEATHERSTRIPPING PROVIDE CORROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING, MIN. 24 GUAGE COPPER (16 OZ.) SHEETS U.N.O. IN CRC OR MFGR. INSTALLATION GUIDELINES. ALL METAL IN CONTACTS TO BE OF SIMILAR TYPE TO AVOID GALVANIC CORROSION. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. SECOND FLOOR F.F. 21.09' THIRD FLOOR F.F. 31.10' ROOF PLATE 38.35' ROOF PLATE 38.35' FIRST FLOOR F.F. 12.50' SECOND FLOOR PLATE 19.89' THIRD FLOOR PLATE 29.90' 1 A-5.0 MAX. HT. 40.95' MAX. HT. 40.95' MAX. FLAT 35.95' MAX. FLAT 35.95' GRADE PLANE 11.95' GRADE PLANE 11.95' SECOND FLOOR T.O.S. 20.97' THIRD FLOOR T.O.S. 30.98' FIRST FLOOR T.O.S. 12.38' GARAGE FLOOR T.O.S. 10.08' POOL DECK F.F. 32.28' POOL DECK PLATE 31.08' POOL DECK T.O.S. 32.16' POOL STRUCTURE F.F. 25.44' POOL STRUCTURE PLATE 23.81' POOL STRUCTURE T.O.S. 25.31' GARAGE FLOOR F.F. 10.21' LOWER FIRST FLOOR F.F. 11.33' LOWER FIRST FLOOR T.O.S. 11.21' POOL SERVICE F.F. 23.76' POOL SERVICE PLATE 22.55' POOL SERVICE T.O.S. 23.64' POOL BRIDGE F.F. 28.44'POOL BRIDGE T.O.S. 28.31'POOL BRIDGE PLATE 27.23' LOWER FIRST FLOOR PLATE 10.21' FIRST FLOOR PLATE 11.38' PL PL 11' - 3 1/8"1' - 8 1/8" 3' - 0"3' - 10 1/8"6' - 2 3/8"29' - 0"MIN. ABV. F.F.3' - 6"1' - 1 1/2"9' - 9 1/8"10' - 0 1/8"7' - 4 1/2"29' - 0"1 1/2"1' - 0"1 1/2"7 3/8"7' - 11 1/4"1' - 1" 1 1/2"8' - 9 5/8"1' - 1" 1 1/2"7' - 3"11 1012 3 13 4 15 21 14 2526 3:12 24' - 0"1 2 3 2 24 5ABV. F.F.42" MIN.40.88'40.80' 26 5 5 7 8 9 3 32 211 4 SETBACK2 ABV. LANDING3' - 0"ABV. LANDING3' - 0"ABV. LANDING3' - 1 1/2"HD. HT.8' - 6"HD. HT.8' - 0"HD. HT.7' - 0"HD. HT.10' - 0"SILL HT.4' - 0"BALCONY ENCROACHMENT 5' - 0 3/4" SECOND FLOOR F.F. 21.09' THIRD FLOOR F.F. 31.10' ROOF PLATE 38.35' SECOND FLOOR PLATE 19.89' THIRD FLOOR PLATE 29.90' 2 A-5.0 MAX. HT. 40.95' MAX. FLAT 35.95' GRADE PLANE 11.95'24' - 0"29' - 0"SECOND FLOOR T.O.S. 20.97' THIRD FLOOR T.O.S. 30.98' GARAGE FLOOR T.O.S. 10.08' GARAGE FLOOR F.F. 10.21' PLPL 1 1/2"1' - 8 7/8"7' - 11 1/4"1' - 1" 1 1/2"8' - 9 5/8"1' - 1" 1 1/2" 7' - 3" 3:12 15 15 68 21 5 ABV. F.F.42" MIN.ABV. F.F.42" MIN.9' - 8 1/8"10' - 10 5/8"10' - 0 1/8"3 2 2 2 2 3:12 3:12 40.93'40.88' 4 8 4 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: MATERIAL SPECIFICATIONSA KEYNOTESC GENERAL NOTESB BRANDON ARCHITECTS 03-22-2022 EXTERIOR ELEVATIONSOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-4.1 **0000-2021** ELIZABETH HANNA 1 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 2 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 3 BOARD FORM CONCRETE - REF. STRUCT. 4 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 5 CUSTOM WOOD SCREEN, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 6 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 7 8 STRUCT. STEEL COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. 9 STRUCT. BEAM - SIZE & LOC'N. PER STRUCT. DWGS NO. REVISION DATE 1/4" = 1'-0"2SOUTH ELEVATION 1/4" = 1'-0"1EAST ELEVATION PA2022-067 SECOND FLOOR F.F. 21.09' THIRD FLOOR F.F. 31.10' THIRD FLOOR F.F. 31.10' ROOF PLATE 38.35' ROOF PLATE 38.35' FIRST FLOOR F.F. 12.50' SECOND FLOOR PLATE 19.89' THIRD FLOOR PLATE 29.90' THIRD FLOOR PLATE 29.90' 2 A-5.0 MAX. HT. 40.95' MAX. HT. 40.95' MAX. FLAT 35.95' MAX. FLAT 35.95' SECOND FLOOR T.O.S. 20.97' THIRD FLOOR T.O.S. 30.98' THIRD FLOOR T.O.S. 30.98' FIRST FLOOR T.O.S. 12.38'LOWER FIRST FLOOR F.F. 11.33' LOWER FIRST FLOOR T.O.S. 11.21' POOL SERVICE F.F. 23.76' POOL SERVICE PLATE 22.55' POOL SERVICE T.O.S. 23.64' FOYER SAND ROOM BEDROOM #2 ENTRY LOUNGE DECK MECHANICAL LOWER FIRST FLOOR PLATE 10.21' FIRST FLOOR PLATE 11.38' PL PL 4' - 9 5/8"4' - 9 5/8"9' - 9 1/8"10' - 0 1/8"1' - 1 1/2"8' - 6 5/8"1' - 2 1/2"8' - 9 5/8"1' - 2 1/2"7' - 3"1' - 1 1/2"10' - 0 5/8"1' - 2 1/2"6' - 1 5/8"1' - 2 1/2"7' - 3"11' - 3 1/8"7' - 4 1/8"3:12 3:12 3:12 3:12 3:123:12 19 83 CLR.8' - 6"CLR.10' - 0"CLR.9' - 6"CLR.8' - 9"CLR.6' - 1 5/8"7 2% MIN.2% MIN. 8 1 9 4 4 EXTERIOR WALL: 2 x 4 CONST.:R-13 MIN. 2 x 6 CONST. OR LARGER: R-20 MIN. RAISED FLOOR:R-30 MIN. ROOF:R-30 NOTES: 1. REF. T-24 REPORT FOR MORE INFORMATION 2. PROVIDE BID FOR INSULATION OF ENTIRE HOME *TOTAL R-VALUE INCLUDING THE RIDGID AND SPRAYED AIR-IMPERMEABLE INSULATION WHERE OCCURS FOR UNVENTED ASSEMBLY **ALWAYS CHECK THIS INSULATION SCHEDULE FOR CONFORMANCE WITH THE TITLE 24 REPORT** FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR / WINDOW / WINDOW WALL TAG FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION - REF. DTLS. 7/AD-1.0 CONCRETE WALL/PODIUM DECK - PER STRUCT. REF. STRUCT DWGS. – FOR SLAB ON GRADE PROVIDE BASE PER R506.2.2 AND VAPOR RETARDER PER R506.2.3 W/. CAPILLARY BREAK INSULATED BUILDING ENVELOPE - 2X STUDS PER PLANS, SEE DIMENSION PLANS FOR MORE INFO – INSULATION PER INSULATION SCHEDULE AND T-24 ENERGY REPORTS UNVENTED ROOF ASSEMBLY ROOF FRAMING - PER STRUCT., REF. STRUCT. DWGS. – UNVENTED ASSEMBLY TO COMPLY W/. SECTION R806.5 OF CRC, AIR- IMPERMEABLE VALUE PER TABLE R806.5 OF CRC VENTED ROOF ASSEMBLY ROOF FRAMING - PER STRUCT., REF. STRUCT. DWGS. – PROVIDE CROSS VENTILATION PER SECTION R806 OF CRC, SEE ROOF PLAN SHEET A-3.0 FOR ATTIC VENT CALC AND MORE INFO SECOND FLOOR F.F. 21.09' THIRD FLOOR F.F. 31.10' ROOF PLATE 38.35' ROOF PLATE 38.35' FIRST FLOOR F.F. 12.50' SECOND FLOOR PLATE 19.89' THIRD FLOOR PLATE 29.90' 1 A-5.0 MAX. HT. 40.95' MAX. HT. 40.95' MAX. FLAT 35.95' MAX. FLAT 35.95' SECOND FLOOR T.O.S. 20.97' THIRD FLOOR T.O.S. 30.98' FIRST FLOOR T.O.S. 12.38' GARAGE FLOOR T.O.S. 10.08'2' - 7 1/8"7' - 3"1' - 2 1/2"8' - 9 5/8"1' - 2 1/2"8' - 6 5/8"POOL DECK F.F. 32.28' POOL DECK PLATE 31.08' POOL DECK T.O.S. 32.16' POOL STRUCTURE F.F. 25.44' POOL STRUCTURE PLATE 23.81' POOL STRUCTURE T.O.S. 25.31'CLR.8' - 6"LOWER FIRST FLOOR F.F. 11.33' LOWER FIRST FLOOR T.O.S. 11.21' POOL SERVICE F.F. 23.76' POOL SERVICE PLATE 22.55' POOL SERVICE T.O.S. 23.64' POOL BRIDGE F.F. 28.44'CLR.7' - 4"POOL BRIDGE T.O.S. 28.31' POOL BRIDGE PLATE 27.23' GREAT ROOM FOYER 2-CAR GARAGE MASTER SUITE BONUS ROOM POOL KITCHEN SPA LOUNGE DECK DECK LOWER FIRST FLOOR PLATE 10.21'TYP.7 3/8"7' - 4 1/2"10' - 0 1/8"9' - 9 1/8"1' - 1 1/2"ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.CLR.10' - 4 3/8"CLR.13' - 10 5/8"STAIR LANDING3' - 0"4 4 18 13 12 22 21 20 3' - 10 1/8"4' - 8 1/8"1' - 2 1/2"10' - 0 5/8"6' - 10 1/8"1' - 7 1/2"11' - 3 3/4"1' - 2 1/2"7' - 3 3/4"1 1/2"1' - 1"1 1/2"1' - 1"1 1/2"1' - 1"CLR.6' - 10 1/8"1 CLR.10' - 0"101112 112 2 3 MECH.TYP.7"CLR.10' - 0"2% MIN.2% MIN.ABV. F.F.42" MIN.TYP.7 1/2"TYP.7 1/2"TYP. 11" SLOPE PER CIVIL CLR.8' - 8 7/8"CLR.8' - 9"26 25 ABV. F.F.42" MIN.2 2 3 4 ABV. F.F.42" MIN.5 6 PL PL SETBACKBALCONY ENCROACHMENT 3' - 0" 2 4 3:12 3:12 2% MIN. 2% MIN.2' - 3 1/2"DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: FIRE-BLOCKING & DRAFT STOP NOTESA INSULATION SCHEDULEB ANNOTATION LEGENDC KEYNOTESD BRANDON ARCHITECTS 03-22-2022 BUILDING SECTIONSOCEAN FRONT POOL HOUSESMITH 507 LLC 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 CDP SUBMITTAL 1616 W. OCEAN FRONT, NEWPORT BEACH , CA 92663 A-5.0 **0000-2021** ELIZABETH HANNA 1/4" = 1'-0"1TRANSVERSE SECTION 1 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 2 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 3 STRUCT. STEEL COLUMN - REF. STRUCT. DWGS. & PROVIDE SHOP DWGS. FOR ARCH. & ENGINEER APPV. PRIOR TO FAB. 4 CUSTOM WOOD SCREEN, PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 5 CONCRETE SLAB ON GRADE - REF. STRUCT. 6 FLOOR JOISTS - REF. STRUCT. 7 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 8 EXPOSED STRUCTURAL STEEL COLUMN TO SUPPORT STEEL WIRE TRELLIS, SIZE PER STRUCT.; PAINT & SEAL AS SEL. (ARCH. TO APPV.) 9 EXPOSED STEEL BEAM SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D. - COORDINATE W/. INTERIOR. NO. REVISION DATE 1/4" = 1'-0"2LONGITUDINAL SECTION PA2022-067