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HomeMy WebLinkAboutPA2022-0290_20221227_ARCHITECTUAL PLANS_42x30LOT 70 TRACT 907 M.M. 28/25-36 LOT 71 LOT 69 VI A L I D O N O R D ℄ N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' N29°00'00"E 90.00' N6 1 ° 0 0 ' 0 0 " W 3 5 . 0 0 ' BASIS OF BEARINGS BENCHMARK INFORMATION BENCHMARK NO: NB3-21-92 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB3-21-92", SET IN THE NORTHWEST CORNER OF A 4 FT. BY 10 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF VIA LIDO NORO AND VIA KORON, 40 FT. WESTERLY OF THE CENTERLINE OF VIA KORON AND 20 FT. SOUTHERLY OF THE CENTERLINE OF VIA LIDO NORO. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 11.912 FEET (NAVD88), YEAR LEVELED 2015 VICINITY MAP GRAPHIC SCALE LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 70 OF TRACT, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 28, PAGE 25-36 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PAUL D. CRAFT, P.L.S. 8516 DATE NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. LICENSE RENEWAL DATE 12/31/20 S T ATE OF CA L I F O R N IA PAUL D O M I NICK C R A FT Exp. 12/31/20 No. 8516PROFESSIONALLAND S U R V E YOR TITLE REPORT/EASEMENT NOTES 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 APN:423-231-02 NO TITLE REPORT PROVIDED. CONCRETE SURFACE 1 1 TO P O G R A P H I C M A P 60 4 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 AP N : 4 2 3 - 2 3 1 - 0 2 LEGEND EXISTING ELEVATION( ) AC ASPHALT PAVEMENT TEMPORARY BENCHMARKTBM BLOCK WALL LC CENTERLINE GM GAS METER FS FL FINISHED SURFACE FLOWLINE SET ON A WATER METER (WM) HU N T I N G T O N B E A C H , C A L I F O R N I A 9 2 6 4 6 PH O N E : ( 7 1 4 ) 4 8 8 - 5 0 0 6 F A X : ( 7 1 4 ) 3 3 3 - 4 4 4 0 A P E X L S I N C @ G M A I L . C O M ELEVATION = 12.83 FEET SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. SURVEYOR'S NOTES FF FINISH FLOOR NG NATURAL GROUND TOP OF CURBTC SEARCHED, FOUND NOTHING; SET NOTHING THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VIA LIDO NORD, BEING N61°00'00"W PER TRACT 907, M/M 28/25-36, RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BFP BACK FLOW PREVENTOR CLM COLUMN EG EDGE OF GUTTER WATER METERWM WOODEN FENCE (WDF) BRICK SURFACE TILE SURFACE TOP OF DECKTD TOP OF STEPTS PLANTER AREAPA 1/14/2020 UP F.Y.S.B. 4' - 0" VI A L I D O N O R D EXISTING BUILDING (NOT A PART) EXISTING BUILDING (NOT A PART) CENTERLINE OF STREET 22' - 6" F.O.F. 4' - 0" 4' - 2" F.O.F. 8' - 0 " 8' - 2 " F.O.F. 4' - 0 " 4' - 1 " F.O.F. 3' - 0 " 3' - 1 " F.O.F. 2' - 0 " 2' - 2 " F.O.F. 3' - 0 " 3' - 1 " F.O.F. 15' - 0" 15' - 1" F.O.F. 3' - 0 " 3' - 1 " S. Y . S . B . 3' - 0 " F.Y.S.B. 10' - 0" S.Y.S.B. 3' - 0 " (E.) DOCK NE W P O R T H A R B O R 3' - 0 " DRIVEWAY WIDTH 18 ' - 0 " 3' - 0 " PLANTED AREA PLANTED AREA DN. DN. PLANTED AREAPLANTED AREA CLR. 22 ' - 5 1 / 4 " CLR. 20' - 9 3/8" UP 11.51' T.O.S. 13.16' T.O.S.11.51' T.O.S. 2-CAR GARAGE POWDER BEDROOM #1 BATH #1 FOYER GREAT ROOM DININGKITCHEN PANTRYSTAIRS SLOPE PER CIVIL LOT 70 TRACT 907 M.M. 28/25-36 NEW TWO-STORY SINGLE FAMILY RESIDENCE N6 1 ° 0 0 ' 0 0 " W 35 . 0 0 ' N6 1 ° 0 0 ' 0 0 " W 35 . 0 0 ' N29°00'00"E 90.00' N29°00'00"E 90.00' 4' - 1 1 / 4 " 3' - 1 1 3 / 4 " 9' - 9 7 / 8 " 2' - 7 3 / 4 " 3' - 0 1 / 8 " PATIO ENTRY 1 1 1 1 2 2 3 3 4 5 6 7 8 9 9 10 10 1010 10 11 12 12 13 13 14 14PLANTED AREA PLANTED AREA 15 WATER FEATURE 16 8 17 17 17 18 18 19.13' T.O.W.17.50' T.O.W.14.68' T.O.W. 15.01' T.R. 15.01' T.R. 14.68' T.O.W.17.50' T.O.W. 17.50' T.O.W. 17.50' T.O.W. 10 19 20 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) 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 11.30.22 ARCHITECTURAL SITE PLAN AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 HOA SUBMITTAL 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-0.0 TBD KENNEDY YEAR PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ARCHITECTURAL SITE PLAN NO. REVISION DATE 1 PROPERTY LINE - REF. SURVEY 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 CURB 5 GUTTER 6 CENTERLINE OF STREET - REF. SURVEY 7 (E.) CABLE TV JUNCTION BOX - REF. SURVEY 8 (E.) WATER METER LOCATION - REF. SURVEY & CIVIL DWGS. 9 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 10 (N.) HARDSCAPE - STONE PAVERS (AS SELECTED), REF. LAND. & CIVIL DWGS. 11 FIREPIT - PROVIDE GAS STUB-OUT & POWER AS REQ'D., REF. LAND. DWGS., VERIFY W/. OWNER 12 (E.) PROPERTY LINE WALL - PROTECT IN PLACE - REF. SURVEY, CIVIL AND LAND. DWGS 13 (N.) PROPERTY LINE WALL - PLASTER FINISH TO MATCH (MAX. 6' ABV. N.G.) 14 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. 1/AD-1.0 15 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 16 (E.) GAS METER LOCATION - REF. SURVEY & CIVIL DWGS. 17 OUTLINE OF EXISTING STRUCTURE - TO BE REMOVED - REF. SURVEY 18 EXTERIOR GLASS GUARDRAIL , TEMPERED & LAMINATED - MIN. 42" HIGH ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 19 (N.) DRIVEWAY PAVERS - REF. LAND. & CIVIL DWGS., SLOPE PER CIVIL 20 (N.) CMU LANDSCAPE COLUMN, REF. LANDSCAPE & CIVIL DWGS. UP UP UP 1345 SF FIRST FLOOR508 SF GARAGE 113 SF ENTRY COURT 34 SF ENTRY 157 SF PATIO22 ' - 5 1 / 4 " 1823 SF SECOND FLOOR 84 SF MASTER BALCONY 232 SF 2ND FL FRONT 5' - 5 1 / 4 " 5' - 0" WATER FEATURE BBQ 33 SF PLANTED 10 SF PLANTED 55 SF PLANTED 5 SF PLANTED 12 SF PLANTED 5' - 0" 1700 SF SLOPED ROOFS 452 SF FLAT ROOF EQ EQ A B 5' - 2 " 21' - 9 1/2"19' - 2 1/2" 1' - 1 " OPEN AREA @ FRONT A 21' -9 1/2" X 5' -2" = 112.59 S.F. B 19' -2 1/2" X 1' -1" = 20.81 S.F. 1ST FLOOR TOTAL OPEN @ FRONT = 133.4 S.F. A B C 13 ' - 1 1 / 4 " 6' - 1 1 / 8 " 6' - 6 5 / 8 " 3' - 0 " 29 ' - 0 " 3' - 0 " 21' - 9 1/2" 5' - 6 1/4" 4' - 1 3/4" OPEN AREA @ FRONT A 13' -1 1/4" X 4' -1 3/4" = 54.33 S.F. B 6' -1 1/8" X 5' -6 1/4" = 33.13 S.F. C 21' -9 1/2" X 6' -6 5/8" = 142.78 S.F. 2ND FLOOR TOTAL OPEN @ FRONT = 230.24 S.F. 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 11.30.22 AREA PLANS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 HOA SUBMITTAL 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-0.3 TBD KENNEDY YEAR 1/8" = 1'-0"2 FIRST FLOOR AREA 1/8" = 1'-0"3 SECOND FLOOR AREA 1/8" = 1'-0"1 LANDSCAPE AREA PLAN 1/8" = 1'-0"4 ROOF AREA PLAN LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-1 SITE AREA:3,150 S.F. BUILDABLE AREA: 2,204 S.F. TOTAL ALLOWABLE AREA (HOA): 1.7 X 2,204 S.F. = 3,746.8 S.F. TOTAL ALLOWABLE AREA (CITY): 2 X 2,204 S.F. = 4,408 S.F. TOTAL OPEN AREA REQUIRED: .15 X 2,204 S.F. = 330.6 S.F. TOTAL OPEN AREA PROVIDED: 620 S.F. > 330.6 S.F. TOTAL LANDSCAPE AREA: 115 S.F. EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ ATTACHED GARAGE TO BE DEMOLISHED EXISTING S.F. = 3,128 S.F. (5 BEDS. & 4 BATHS TTL.) ZONING INFORMATION: FRONT SETBACK: 4 FT. SECOND FRONTAGE SETBACK: 10 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. BUILDABLE AREA: 2,204 S.F. APN: 423 231 02 LOT 70, TRACT NO. 907, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA M.M. 28/25-36 COASTAL CALCULATIONS: 2,204 S.F. X 2 = 4,408 S.F. ALLOWABLE (3,676 S.F. < 4,408 S.F.) BUILDING AREA SCHEDULE LEVEL AREA COMMENTS FIRST FLOOR 1345 SF SECOND FLOOR 1823 SF 3168 SF GARAGE 508 SF 508 SF GRAND TOTAL 3676 SF LANDSCAPE AREA SCHEDULE NAME AREA COMMENTS PLANTED 115 SF Grand total 115 SF TOTAL LIVING TOTAL GARAGE GRAND TOTAL GRAND TOTAL ≤500 S.F. ROOF AREA SCHEDULE NAME AREA COMMENTS SLOPED ROOFS 1700 SF FLAT ROOF 452 SF 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT Grand total 2152 SF A SITE INFORMATION GRAND TOTAL 2,152 S.F.X 0.25 = 538 S.F. MAX FLAT B PROJECT STATISTICS 1/8" = 1'-0"5 1ST FLOOR HOA OPEN AREA @ FRONT 1/8" = 1'-0"6 2ND FLOOR HOA OPEN AREA @ FRONT NO. REVISION DATE 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 11.30.22 3-DIMENSIONAL VIEWS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 HOA SUBMITTAL 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-1.0 TBD KENNEDY YEAR 1 AXONOMETRIC NORTHEAST 2 AXONOMETRIC SOUTHEAST 3 AXONOMETRIC SOUTHWEST 4 AXONOMETRIC NORTHWEST NO. REVISION DATE UP A-4.02 A-4.0 A-4.0 A-4.0 4 3 1 1 A-5.0 1 A-5.0 DINING GREAT ROOM KITCHEN FOYER BEDROOM #1 POWDER PANTRY STAIRS BATH #1 2-CAR GARAGE S.Y.S.B. 3' - 0 " S.Y . S . B . 3' - 0 " F.Y.S.B. 10' - 0" F.Y.S.B. 4' - 0" 2 A-5.0 2 A-5.0 2 34 4 12 9 10 11 5 1 2 8 UP UP 12 3 3 2 1 1 1 4 4 5 6 7 8 R @ 0' -6 5/8"3 R @ 0' -7 1/4"16 9 10 11 12 13 14 14 8 15 1617 18 19 12 20 20 17 17 26 27 5 31 HALLWAY 23 WINE CLOSET CL O S E T TYP. 11 " CLR. 3' - 11 1/2" CLR. 3' - 11 1/2" CLR. 3' - 1 1 1 / 2 " CLR. 8' - 0" CLR. 20' - 9 3/8" CLR. 22 ' - 5 1 / 4 " 28 29 30 CLR. 21' - 7 3/8" 3 B C 6 7 A 1 6.1 2 A-5.1 2 A-5.1 1 A-5.1 1 A-5.1 2 A-5.2 2 A-5.2 1 A-5.2 1 A-5.2 1 A-5.3 1 A-5.3 2 A-5.3 2 A-5.3 31 A-4.02 A-4.0 A-4.0 A-4.0 4 3 1 MASTER SUITE MASTER BATH LAUNDRY MASTER W.I.C. BEDROOM #3 BATH #2 BEDROOM #2 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 UP BATH #3W/C. STAIRS W/C. 15 13 11 10 9 8 22 21 16 15 17 19 20 23 161514 8 12 21 17 22 23 24 2012 21 25 12 13 6 5 2 3 28 29 30 30 31 29 14 14 14 14 BEV. 18 COFFEE STATION 4 WET ROOM 14 17 17 HALL LINEN CLR. 3' - 11 1/2" TYP. 11 " CLR. 3' - 1 1 1 / 2 " CLR. 8' - 0" TY P . 11 " CLR. 3' - 0" CL R . 3' - 0 " CL R . 3' - 0 " CLR. 3' - 3 1/8" CLR. 3' - 3 1/8" CLR. 3' - 0" 32 CLR. 3' - 11 1/2" 3' - 1" 9 7 14 HALLWAY 14.1 16.1 21.1 2 A-5.1 2 A-5.1 1 A-5.1 1 A-5.1 2 A-5.2 2 A-5.2 1 A-5.2 1 A-5.2 1 A-5.3 1 A-5.3 2 A-5.3 2 A-5.3 31 33 2% MIN. SLOPE 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. 8/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 8/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 12/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 CMC 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 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 11.30.22 FLOOR PLANS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 HOA SUBMITTAL 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-2.0 TBD KENNEDY YEAR 1/4" = 1'-0"2 FIRST FLOOR PLAN 1/4" = 1'-0"1 SECOND FLOOR PLAN NO. REVISION DATE 1 PROPERTY LINE - REF. SURVEY 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 WATER HEATER - TANK-LESS (ON DEMAND) WALL-MOUNT +48" MIN., 'TAKAGI' OR EQUIV. - SIZE AND INSTALL PER CHAPTER 5 OF CPC AND MFGR. INSTRUCTION, VERIFY THE SIZING W/. ENERGY REPORT (PROVIDE ADEQUATE N.G. CONN. & POWER AS REQ'D.) 5 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 6 GARAGE DOOR - CUSTOM BUILT, REF. MAT. AND DOOR SCHED., SHEETS A-4.0 & A-7.0- ARCH TO APPV. SHOP DWGS. PRIOR TO FAB. 7 GARAGE DOOR - RATED, 1-3/8" SOLID CORE, SELF-CLOSING AND SELF-LATCHING. REF. DOOR SCHEDULE, SHEET A-7.0 (CRC R302.5.1) 8 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. 1/AD-1.0 9 RANGE AS SELECTED PER I.D., VERIFY APPLIANCE W/. I.D. & OWNER - PROVIDE POWER, GAS AND HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFG.) - VENT TO OUTDOOR AIR 10 REFRIGERATOR AS SELECTED PER I.D., PROVIDE POWER - VERIFY W/. I.D. AND OWNER 11 FREEZER AS SELECTED PER I.D., PROVIDE POWER - VERIFY APPLIANCE W/. I.D. & OWNER 12 TOILET - MIN. CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION - SEE PLUMBING NOTES ON B/T-1.1 FOR MORE INFO AND REQ'S. 13 KITCHEN ISLAND - BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE & FINISH W/. I.D. & OWNER 14 FURNISHINGS AS SELECTED PER I.D.- VERIFY APPLIANCE W/. I.D. & OWNER 15 EGRESS LADDER - TO BE PERMANENTLY AFFIXED AND NOT OBSTRUCT THE EMERGENCY ESCPAE OPENING. INSIDE WIDTH OF 12" MIN., PROJECT 3" MIN. FROM THE WALL, AND SHALL NOT BE SPACED MORE THAN 18" ON CENTER. REF. R310.2. 16 UPPER CABINET PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 17 BASE CABINET PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 18 1-1/2" MAX. STEP AT OUT SWING REQ'D. EGRESS DOORS (R311.3.1) 19 LINE OF SECOND FLOOR ABOVE 20 VANITY AS SELECTED IN COMPLIANCE W/. SECTION 407 OF CPC PER I.D., MIN. 24" CLR. SPACE IN FRONT- SINK, BASE CABINET AND COUNTER PER I.D. - FINISH AS SELECTED, VERIFY SIZE AND FINISH W/. I.D. AND OWNER 21 BUILT-IN CLOSET PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 22 FIREPLACE - FLARE PREFABRICATED FIREPLACE LISTED TO ANSI Z21.88/CSA 2.33-2014, GAS ONLY,DIRECT VENT W/. SEALED COMBUSTION - specify model, configuration & size here [DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 23 TALL CABINET PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 24 BATHTUB - FREE-STANDING, AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER (VERIFY LOC'N. OF FIXTURES W/. OWNER) - SEE PLUMBING NOTES ON B/T-1.1 FOR MORE INFO AND REQ'S. 25 EXTERIOR GLASS GUARDRAIL , TEMPERED & LAMINATED - MIN. 42" HIGH ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 26 KITCHEN SINK IN COMPLIANCE W/. CPC SECTION 420 - BASE CABINET AND COUNTER CONFIGURATION PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER 27 FIREPLACE - ISOKERN BVETTO MODULAR REFRACTORY PRECAST FIREPLACE, GAS ONLY, DIRECT VENT W/. SEALED COMBUSTION PER ICC ESR-4873 [REF. DTL. 24/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) - REF. FIREPLACE NOTES ON B/T-1.1 FOR MORE INFO 28 BATHTUB & SHOWER - PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) - SEE PLUMBING NOTES ON B/T-1.1 FOR MORE INFO AND REQ'S. 29 CUSTOM SHOWER SEAT PER I.D., VERIFY W/. I.D. & OWNER 30 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION - VERIFY WITH I.D. - REF. STRUCT. DWGS. 31 TELEVISION AS SELECTED BY OWNER- VERIFY APPLIANCE W/. I.D. & OWNER 32 INTERIOR GLASS GUARDRAIL - MIN. 42" HIGH ABV.F.F. - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 33 SHOWER - PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) - SEE PLUMBING NOTES ON B/T-1.1 FOR MORE INFO AND REQ'S. 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-4.02 A-4.0 A-4.0 A-4.0 4 3 1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 DINING GREAT ROOM KITCHEN FOYERBEDROOM #1 POWDER PANTRY STAIRS BATH #1 2-CAR GARAGE 3' - 1 " 28 ' - 1 0 " 3' - 1 " 2' - 7 7 / 8 " 25 ' - 6 " 8 1 / 8 " 4' - 2"70' - 9"15' - 1" 21' - 7 1/2"18' - 8"6' - 2"8' - 0 3/8"6' - 8"9' - 7 1/8" 5' - 3 5/8"3' - 0" 4" 11 3/8"6' - 0 3/4"2' - 3 5/8"7' - 6"2' - 9 5/8"6' - 2" 4' - 2"70' - 9"15' - 1" 18' - 5 3/8"4' - 6 5/8"4' - 0 1/8"4' - 0 1/8"5' - 3 5/8"2' - 8 5/8"4' - 4 1/8"7' - 11 7/8"17' - 5 7/8"1' - 10 1/2" 8' - 2 " 23 ' - 8 " 3' - 2 " 3' - 1 " 17 ' - 6 " 3' - 1 " 2' - 8 3 / 8 " 2' - 8 1 / 4 " 4' - 1 " 4' - 6 " 7' - 0 5 / 8 " 4' - 7 3 / 8 " 4' - 3 1 / 8 " 4' - 1 " 4' - 1 " 2' - 6 1 / 8 " 11 ' - 1 1 / 2 " 3' - 2 " 11 " UP UP R @ 0' -6 5/8"3 R @ 0' -7 1/4"16 23' - 0"8' - 0 1/4"8' - 0 1/4"31' - 8 1/2" 4 1 / 2 " 21' - 8"10"5' - 0 1/8"5' - 3 3/4"4' - 3 1/8"2' - 3" HALLWAY WINE CLOSET CLR. 11 ' - 0 " CLR. 12' - 0" TYP. 11 " CLR. 3' - 11 1/2" CLR. 3' - 11 1/2" CLR. 3' - 1 1 1 / 2 " CLR. 8' - 0" CLR. 20' - 9 3/8" CLR. 22 ' - 5 1 / 4 " 5' - 2 " 9' - 4 " 13 ' - 1 " 11 ' - 2 1 / 4 " 11 ' - 4 " 11 ' - 6 1 / 8 " 11 ' - 7 " 10' - 10 7/8"10' - 10 7/8" 2' - 6 3 / 8 " 11 ' - 1 5 / 8 " 11 ' - 3 3 / 8 " 7' - 4 7 / 8 " 2 A-5.1 2 A-5.1 1 A-5.1 1 A-5.1 2 A-5.2 2 A-5.2 1 A-5.2 1 A-5.2 1 A-5.3 1 A-5.3 2 A-5.3 2 A-5.3 A-4.02 A-4.0 A-4.0 A-4.0 4 3 1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 MASTER SUITE MASTER BATH LAUNDRY MASTER W.I.C. BEDROOM #3 BATH #2 BEDROOM #2 BATH #3W/C. STAIRS W/C. 74' - 11"15' - 1" 4' - 0 3/4"18' - 11 1/4"1' - 1"5' - 10 1/4"1' - 1"9' - 6 3/4"7' - 10 3/8"6' - 4 5/8"1' - 3 5/8"12' - 6"1' - 3 5/8" 9 3/4" 5' - 0 1/2" 3' - 1 " 28 ' - 1 0 " 3' - 1 " 18 ' - 1 0 1 / 4 " 8' - 8 1 / 4 " 1' - 3 1 / 2 " 1' - 3 1 / 4 " 17 ' - 6 " 1" 9' - 6 1/4"68' - 9 7/8"11' - 7 7/8" 31' - 7 1/8"9' - 6 1/8"8' - 0 3/8"6' - 8"9' - 7 1/8"3' - 5 1/8" 3' - 7 5/8"6' - 10 3/4"3' - 8 3/4"4' - 6 3/4"10' - 2 5/8"2' - 6 5/8"5' - 4 1/2"4' - 1 5/8"2' - 0 5/8"5' - 11 3/4" 1' - 0 " WET ROOM TYP. 11 " CLR. 3' - 11 1/2" TYP. 11 " CLR. 3' - 1 1 1 / 2 " CLR. 8' - 0" TY P . 11 " CLR. 3' - 0" CL R . 3' - 0 " CL R . 3' - 0 " TYP. 11" CLR. 3' - 3 1/8" CLR. 3' - 3 1/8" CLR. 3' - 0" TY P . 11 " CLR. 3' - 11 1/2" 8' - 6 1/4"1' - 0 7/8" 3' - 1" 3' - 2 " 28 ' - 9 " 3' - 1 " 2' - 1 1 " 13 ' - 3 1 / 4 " 6' - 1 1 / 8 " 1' - 6 5 / 8 " 4' - 1 1 " 2" R.O. 9' - 1 0 1 / 4 " 3' - 3 " 15' - 6 3/4"2' - 10"8' - 6 5/8"1' - 10"4' - 2 7/8"3' - 0"2' - 0" 7 7/8" 5' - 3 1/8"6' - 4"15' - 0" 3' - 1"3' - 3"7' - 4 1/2"14' - 10 3/8"1' - 11"10' - 0 5/8"3' - 6 3/4"4' - 3 3/4"5' - 1 3/8"6' - 6 1/8"7' - 8 1/8"4' - 0 3 / 8 " 2' - 0 3 / 4 " 2' - 0 " 2' - 6 3 / 4 " 10 ' - 6 1 / 4 " 6' - 5 5 / 8 " 6' - 1 1 / 8 " 4' - 6 3 / 4 " 10 ' - 1 3 / 4 " 9' - 2 1 / 2 " 1' - 1 1 3 / 8 " 2' - 6 3 / 4 " 2' - 0 " 6' - 0 " 2' - 1 3 / 4 " 3' - 5 " 8' - 7 3 / 4 " 1' - 8 7 / 8 " 7 1 / 8 " 6' - 1 3 / 4 " 11 ' - 1 7 / 8 " HALLWAY 23' - 0"8' - 0 1/4"39' - 8 3/4" 2 A-5.1 2 A-5.1 1 A-5.1 1 A-5.1 2 A-5.2 2 A-5.2 1 A-5.2 1 A-5.2 1 A-5.3 1 A-5.3 2 A-5.3 2 A-5.3 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 11.30.22 DIMENSION PLANS AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 HOA SUBMITTAL 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-2.1 TBD KENNEDY YEAR NO. REVISION DATE 1/4" = 1'-0"1 FIRST FLOOR DIMENSION PLAN 1/4" = 1'-0"2 SECOND FLOOR DIMENSION PLAN UP 3' - 1 " 5' - 1" F.O.F. 9' - 0" 2' - 0 " 1' - 1 " F.O.F. 2' - 0 " 1' - 1 " F.O.F. 2' - 0 " 1' - 1 " 8' - 1 3/4" 1 1 1 2S.Y.S.B. 3' - 0 " F.Y.S.B. 4' - 0" S. Y . S . B . 3' - 0 " F.Y.S.B. 10' - 0" 3 3 4 4 5 5 2' - 7 7/8" F.O.F. 9' - 0" 6 6 66 7 3. 5 : 1 2 6. 5 : 1 2 6.5:12 6. 5 : 1 2 36.60' HT. CERT. REQ'D. 36.59' 35.58' 32.08' ROOF DECK 14 ' - 6 " 14 ' - 6 " 5. 2 5 : 1 2 5.5:12 5. 2 5 : 1 2 6.5:12 5.5:12 5. 5 : 1 2 5.5:12 5.5:12 36.67' HT. CERT. REQ'D. SPA 8 36.58' 1' - 1 " F. O . F . 2' - 0 " 9 9 1' - 6" 8' - 10" 10 10 11 11 F.O.F. 7' - 0 " 2' - 5 5 / 8 " 3.5:12 3. 5 : 1 2 2 A-5.1 2 A-5.1 1 A-5.1 1 A-5.1 2 A-5.2 2 A-5.2 1 A-5.2 1 A-5.2 1 A-5.3 1 A-5.3 2 A-5.3 2 A-5.3 12 1 7' - 1 0 5 / 8 " 7' - 1 0 5 / 8 " 36.73' HT. CERT. REQ'D.36.73' HT. CERT. REQ'D. 36.73' HT. CERT. REQ'D. 36.41' HT. CERT. REQ'D. 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 ENCLOSED 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 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 11.30.22 ROOF PLAN AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 HOA SUBMITTAL 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-3.0 TBD KENNEDY YEAR PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ROOF PLAN NO. REVISION DATE 1 <varies> 2 DECORATIVE CHIMNEY ENCLOSURE TO BE INSTALLED AND TERMINATED PER MFRG. SPEC. OF THE FACTORY-BUILT FIREPLACE AND/OR CHIMNEY(R1005 OF CRC) - GAS VENT TO BE TERMINATED PER CMC 802.6.1 (LISTED DIRECT-VENT PER MFGR. INSTALLATION INSTRUCTION (CMC 802.2.6)) 3 PROPERTY LINE - REF. SURVEY 4 SIDE YARD SETBACK 5 FRONT YARD SETBACK 6 OUTLINE OF STRUCTURE/WALLS BELOW 7 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A/A-4.0 8 FIREPIT - PROVIDE GAS STUB-OUT & POWER AS REQ'D., REF. LAND. DWGS., VERIFY W/. OWNER 9 CUSTOM RECESSED GUTTER/DECK DRAIN - ROOFING/DECKING CONTRACTOR COORD. W/. FLASHING INSTALLER - VERIFY LOC'N & APPLICATION OF DRAIN W/. ARCH PRIOR TO ORDERING - SIZE PER TABLE 1103.3 OF CPC 10 EXTERIOR GLASS GUARDRAIL , TEMPERED & LAMINATED - MIN. 42" HIGH ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 11 A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION 12 BUILT-IN DESK PER I.D. - FINISH AS SELECTED, VERIFY W/. I.D. AND OWNER FIRST FLOOR (T.O.S.) 11.51' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.08' ROOF PLATE (TYP.) 32.08' AVERAGE TOP OF CURB (HOA) 12.83' AVERAGE TOP OF CURB (HOA) 12.83' GARAGE T.O.C. 13.16' HOA MAX HEIGHT 36.83' HOA MAX HEIGHT 36.83' 24 ' - 0 " 9' - 7 1 / 4 " 9' - 3 7 / 8 " 8' - 6 1 / 4 " 1' - 1 " SIL L H T . 1 1 / 2 " HD . H T . 9' - 1 1 / 2 " SIL L H T . 5' - 1 1 / 2 " HD . H T . 9' - 1 1 / 2 " FR O M S T A I R L N D ' G . 13 ' - 1 1 1 / 8 " HD . H T . 9' - 1 1 / 2 " SIL L H T . 4' - 1 1 / 2 " 16 16.1 15.1 15 14 13 6 7 12 4 43 11 7 10 1 12 12 6 8 MI N . 4 2 " A B V . F . F . 24 ' - 0 " 10 ' - 2 1 / 8 " 1' - 1 " 9' - 3 7 / 8 " 11 ' - 3 1 / 8 " DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83' 5 36.73' HT. CERT. REQ'D.36.60' HT. CERT. REQ'D. 6 .5 :1 2 P.L P.L 12 12 HD . H T . 9' - 1 1 / 2 " SIL L H T . 4' - 1 1 / 2 " SIL L H T . 1 1 / 2 " SI L L H T . F R M . S T A I R L N D ' G . 2' - 1 1 " 13 3 9 3.5:12 AB V . F . F . 42 " M I N . 1 A-5.1 1 A-5.2 1 A-5.3 2 A-5.3 15 15 36.41' HT. CERT. REQ'D.36.67' HT. CERT. REQ'D. 1 14 FIRST FLOOR (T.O.S.) 11.51' FIRST FLOOR (T.O.S.) 11.51' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.08' ROOF PLATE (TYP.) 32.08' 10 ' - 2 1 / 8 " 1' - 1 " AVERAGE TOP OF CURB (HOA) 12.83' AVERAGE TOP OF CURB (HOA) 12.83' HOA MAX HEIGHT 36.83' HOA MAX HEIGHT 36.83' 11 ' - 3 1 / 8 " 9' - 3 7 / 8 " 23 2 9' - 1 1 / 2 " 9' - 1 1 / 2 " 25' - 6" 17' - 6" 3 7 5 6 4 8 9 DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83' 24 ' - 0 " P.L.P.L. 10 ' - 2 1 / 8 " 1' - 1 " 1 12 36.58' TOP OF CHIMNEY 6.5:1 2 6.5:12 3 AB V . F . F . 42 " M I N . 2 A-5.1 2 A-5.2 SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.08' ROOF PLATE (TYP.) 32.08' AVERAGE TOP OF CURB (HOA) 12.83' AVERAGE TOP OF CURB (HOA) 12.83' GARAGE T.O.C. 13.16' GARAGE T.O.C. 13.16' HOA MAX HEIGHT 36.83' HOA MAX HEIGHT 36.83' 8' - 6 1 / 4 " 1' - 1 " 9' - 7 1 / 4 " 9' - 3 7 / 8 " 24 ' - 0 " 7' - 1 1 / 2 " 5 7 5 36.73' HT. CERT. REQ'D. 2 10 DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83'1 1 6 .5 :1 2 6.5:12 36.58' TOP OF CHIMNEY 10 P.L.P.L. 1313 8' - 6 1 / 4 " 1' - 1 " 5.5:12 36.73' HT. CERT. REQ'D. 3' - 3"3' - 4" 3.5:123.5 :1 2 2' - 0 " 7 8 3 2 A-5.1 2 A-5.2 36.41' 18 19 7 7 FIRST FLOOR (T.O.S.) 11.51' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR PLATE (TYP.) 21.68' SECOND FLOOR T.O.S. (TYP.) 22.76' SECOND FLOOR T.O.S. (TYP.) 22.76' ROOF PLATE (TYP.) 32.08' ROOF PLATE (TYP.) 32.08' AVERAGE TOP OF CURB (HOA) 12.83' AVERAGE TOP OF CURB (HOA) 12.83' GARAGE T.O.C. 13.16' SECOND FLOOR FINISH 22.89' SECOND FLOOR FINISH 22.89' HOA MAX HEIGHT 36.83' HOA MAX HEIGHT 36.83' 9' - 3 7 / 8 " 9' - 7 1 / 4 " 1' - 1 " 8' - 6 1 / 4 " 1' - 7 7 / 8 " 9' - 3 7 / 8 " 11 ' - 3 1 / 8 " 1' - 1 " 10 ' - 2 1 / 8 " 24 ' - 0 " 24 ' - 0 " 89 1011 21 SIL L H T . 2' - 6 " HD . H T . 9' - 0 " SIL L H T . 3' - 7 1 / 2 " 5' - 0"2' - 6" 9' - 1 1 / 2 " 9' - 1 1 / 2 " 3' - 0" 1 2 1 3 4 5 2 6 MIN . 4 2 " A B V . F . F . MI N . 4 2 " A B V . F . F . C 2 6 DECK T.O.S. (TYP.) 33.02' DECK T.O.S. (TYP.) 33.02' DECK PLATE (TYP.) 31.94' DECK PLATE (TYP.) 31.94' 22' AVG ROOF 34.83' 22' AVG ROOF 34.83' 10 10 10 36.60' HT. CERT. REQ'D. 1 12 P.L.P.L. HD . H T . 9' - 1 1 / 2 " SIL L H T . 7' - 1 1 / 2 " 12 36.58' TOP OF CHIMNEY 6 .5 :1 2 6.5:12 9' - 7 1 / 2 " SI L L H T . 5' - 0 " 14 14 13 6 5.5 :1 23.5 :12 1 A-5.1 1 A-5.2 1 A-5.3 2 A-5.3 36.41' HT. CERT. REQ'D.36.67' HT. CERT. REQ'D.36.73' HT. CERT. REQ'D. 7 7 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@ABSCAL.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 STONE VENEER: MANUFACTURER: NEOLITH PRODUCT: STRATA ARGENTUM COLOR: ARCH. TO APPV. SAMPLE APPLICATION: REF. DTL. 8/AD-1 THICKNESS: 1/2" NOMINAL WEIGHT: N/A CODE: ESR-3669 WOOD SIDING: MANUFACTURER: TBD SPECIES: CEDAR, REDWOOD OR IPE ('CLEAR HEART' OR 'A CLEAR') SIZE: 1X6 TREATMENT: STAIN & SEAL, COLOR AS SEL. (ARCH. TO APPV.) SCORE & BACK-PRIME AS NEED COLOR: DARK BROWN EXTERIOR STUCCO: PRODUCT: LAHABRA MANUFACTURER: PAREXUSA SUPPLIER: N/A CODE: N/A COLOR: BLACK APPLICATION: SMOOTH WALL, TROWELED EDGES, NO BULLNOSE, VERTICAL FLOAT LEVEL TO 1/8" WEIGHT: N/A ADDRESS: 2911 ORANGE-OLIVE RD, ORANGE, CA 92865 PHONE: 800-226-2424 WEB: WWW.PAREXUSA.COM COLOR: X-81 OATMEAL -ARCH. TO APPROVE APPLICATION: THREE COAT APPLICATION, PROVIDE EXPANSION JOINTS (STUCCO REVEALS), WIDTH TO BE DETERMINED, LOCATIONS TO BE SPECIFIED AND FIELD VERIFIED BY ARCH. CODE: MIN. 7/8" THK. O/. MIN. 2-LAYERS GRADE 'D' PAPER TEXTURE: SMOOTH WALL, TROWELED EDGES, NO BULLNOSE, VERTICAL FLOAT LEVEL TO 1/8" IN 10" ROOFING: PRODUCT: SLATE TILE MFGR/SUPPLIER: TBD COLOR: DARK GREY TO BE APPROVED BY ARCH. & OWNER APPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS 'A' ASSEMBLY WEIGHT: APPX. 12 PSF 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: WESTCOAT ADDRESS: 770 GATEWAY CENTER DRIVE, SAN DIEGO, CA 92101 PRODUCT: ALX WALKING DECK (CLASS 'A') APPLICATION: DECK FINISH SURFACE TO BE NON-COMBUSTIBLE CODE: ICC # ESR-2201 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 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 11.30.22 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE AN T E P A R A R E S I D E N C E PAUL ANTEPARA 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 HOA SUBMITTAL 604 VIA LIDO NORD NEWPORT BEACH, CA 92663 A-4.0 TBD KENNEDY YEAR 1/4" = 1'-0"4 RIGHT SIDE ELEVATION - WEST 1/4" = 1'-0"2 FRONT ELEVATION - NORTH 1/4" = 1'-0"3 REAR ELEVATION - SOUTH 1/4" = 1'-0"1 LEFT SIDE ELEVATION - EAST 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. NO. REVISION DATE 1 SLATE TILE ROOFING - REF. MAT. SCHEDULE SHT. A/A-4.0 2 T&G PANELING - REF. MATERIAL SCHEDULE SHT. A/A-4.0 3 KYNAR PAINTED ALUMINUM - REF. MAT. SCHEDULE A/A-4.0 4 EXPOSED STEEL COLUMN SIZE PER STRUCT. DWGS., PAINT AS SELECTED AND SEAL AS REQ'D. - ARCH. TO APPV. COLOR 5 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 6 EXTERIOR GLASS GUARDRAIL , TEMPERED & LAMINATED - MIN. 42" HIGH ABV.F.F. - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1.0 7 STONE VENEER - REF. MAT. SCHEDULE SHT. A/A-4.0 8 FURNISHINGS AS SELECTED PER I.D.- VERIFY APPLIANCE W/. I.D. & OWNER 9 FIREPIT - PROVIDE GAS STUB-OUT & POWER AS REQ'D., REF. LAND. DWGS., VERIFY W/. OWNER 10 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY 11 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 12 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A/A-4.0 13 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 14 STONE CAP - G.C. TO PROVIDE MOCK UP FOR ARCH. APPV. 15 FASCIA PER DETAILS, ARCH TO APPV.