Loading...
HomeMy WebLinkAboutPA2021-285_20230120_Architectural Plan Set 36x24PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E S. Y . S . B . 3' - 0 " S. Y . S . B . 3' - 0 " F.Y.S.B. 5' - 0" F.S. 8.92 F.S. 8.92 F.S. 8.92 N E B A Y F R O N T JA D E A V E . 30 ' - 0 " 85' - 0" F.S. 7.00 LINE OF SECOND FLOOR ABOVE 2' - 6"2' - 6"75' - 0"5' - 0" 3' - 0 " 5' - 0 " 19 ' - 0 " 3' - 0 " LINE OF SECOND FLOOR BALCONY ABOVE R.Y.S.B. 5' - 0" JADU LINE OF ROOF ABOVE LINE OF ROOF ABOVE 2' - 0 " 2' - 6" 2' - 0 " 4' - 0" F.S. 10.33 (E) FS 6.86' (E) FS 6.72'(E) FS 7.13' (E) FS 7.06' 2 2 MAXIMUM ALLOWABLE FLOOR AREA 2,900.00 SF MAXIMUM ALLOWED "RFA" = 2,900 SF 'RFA' AREA IS AREA MEASURED TO THE OUTSIDE FACE OF THE EXTERIOR WALLS OF A BUILDING OR ACCESORY BUILDING. ANY FLOOR OR PORTION OF A FLOOR WITH A CEILING HEIGHT GREATER THAN 14 FT SHALL COUNT TWICE THE SQUARE FOOTAGE OF THAT AREA. THE AREA OF STAIRWAYS AND ELEVATOR SHAFTS SHALL ONLY BE COUNTED ONCE, REGARDLESS OF CEILING HEIGHT. AREA OF AN ATTIC OR PORTION OF AN ATTIC WITH A CEILING HEIGHT OF NO MORE THAN SEVEN FEET SHALL INCLUDED IN THE AREA. 'OPEN VOULMENS' REQUIRE A MINIMUM CLEAR HEIGHT OF 7'-6" AND MINIMUM DEPTH OF 5'-0" (MIN. 15% OF LOT AREA; 1,800 x 15% = 270 FT) PER NBMC 20.48.180. RESIDENTIAL FLOOR AREA CALCULATIONS SECOND FLOOR - 'RFA' AREA TABULATION (NOT INCLUDING STAIRS AND ELEVATOR) SECOND FLOOR TOTAL 'RFA' AREA SECOND FLOOR TOTAL 'OPEN VOLUME' AREA 1,372.90 SF 1,372.90 SF __285.95 SF FIRST FLOOR - 'RFA' AREA TABULATION (INCLUDING STAIRS AND ELEVATOR) JUNIOR ADU "I" GARAGE FIRST FLOOR TOTAL 'RFA' AREA FIRST FLOOR TOTAL 'OPEN VOLUME' AREA 933.20 SF 168.60 SF 404.75 SF 1506.55 SF 289.75 SF THIRD FLOOR - AREA TABULATION (EXCLUDED) (NOT INCLUDING STAIRS, ELEVATOR, EXTERIOR WALLS) THIRD FLOOR TOTAL AREA _____ THIRD FLOOR TOTAL 'COVERED' AREA 18,10 SF 19.00 SF __863.25 SF TOTAL RESIDENCE 'RFA' AREA 2,898.45 SF TOTAL RESIDENCE 'OPEN VOLUME' AREA (270 SF MIN.) 575.70 SF BASEMENT FLOOR - 'RFA' AREA (INCLUDING STAIRS AND ELEVATOR) BASEMENT FLOOR TOTAL 'RFA' AREA (NOT COUNTED) 1,198.20 SF 1,198.20 SF The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated G0.0.2A COASTAL DEVELOPMENT PERMIT COVERSHEET 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 SHEET INDEX - COASTAL DEVELOPMENT PERMIT Sheet Number Sheet Name A2.0.4 BUILDINGD ELEVATIONS A3.0.3 BUILDING SECTIONS A3.0.4 BUILDING SECTIONS CIVIL ENGINEERING DRAWINGS C1 PRELIMINARY GRADING AND DRAINAGE PLAN C2 PRELIMINARY SECTIONS AND DETAILS CP1 CONSTRUCTION POLLUTION PREVENTION PLAN STRUCTURAL ENGINEERING DRAWINGS S-N STRUCTURAL PLAN NOTES SD-1 STRUCTURAL DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS SD-4 STRUCTURAL DETAILS ST-1 STRUCTURAL TYPICAL DETAILS ST-2 STRUCTURAL TYPICAL DETAILS TS-1 SECANT TEMPORARY SHORING PLAN TS-2 SECANT TEMPORARY SHORING PLAN TS-3 SECANT TEMPORARY SHORING PLAN TS-4 SECANT TEMPORARY SHORING PLAN SHEET INDEX - COASTAL DEVELOPMENT PERMIT Sheet Number Sheet Name GENERAL G0.0.2A COASTAL DEVELOPMENT PERMIT COVERSHEET G0.0.2B COASTAL DEVELOPMENT PERMIT COVERSHEET G1.0.1.1 TYPICAL GRAPHIC SYMBOLS G1.0.1.2 TYPICAL GRAPHIC SYMBOLS G1.0.2 TYPICAL MATERIAL PATTERNS G1.0.4 TYPICAL EXTERIOR MATERIALS BOARD G2.0.1 GENERAL NOTES G2.0.2 GENERAL NOTES G2.0.3 GENERAL NOTES ARCHITECTURAL DRAWINGS A0.0.1 ARCHITECTURAL SURVEY A0.2.1 SITE DEMO PLAN A0.2.3 SITE PLAN A0.4.1 SQUARE FOOTAGE PLANS A1.0.3 BASEMENT DIMENSION PLAN A1.0.4 BASEMENT KEYNOTE PLAN A1.1.3 FIRST FLOOR DIMENSION PLAN A1.1.4 FIRST FLOOR KEYNOTE PLAN A1.2.3 SECOND FLOOR DIMENSION PLAN A1.2.4 SECOND FLOOR KEYNOTE PLAN A1.3.3 THIRD FLOOR DIMENSION PLAN A1.3.4 THIRD FLOOR KEYNOTE PLAN A1.3.11 THIRD FLOOR EGRESS PLAN A1.4.3 ROOF DIMENSION PLAN A1.4.4 ROOF KEYNOTE PLAN A2.0.1 BUILDINGD ELEVATIONS A2.0.2 BUILDINGD ELEVATIONS A2.0.3 BUILDINGD ELEVATIONS PROJECT CONTACTS OWNER GARRET & HEATHER BLAND 14975 CORONA DEL MAR PACIFIC PALISADES, CA 90272 PHONE: 310.488-3778 EMAIL: GBLAND1986@GMAIL.COM ARCHITECT MICHAEL AQUINO STUDIO WILLIAM HEFNER 5820 WILSHIRE BLVD., SUITE 500 LOS ANGELES, CA 90036 PHONE: (323) 931-1365 EMAIL: MICHAEL@WILLIAMHEFNER.COM STRUCTURAL ENGINEER NENO GRGURIC STRUCTURES 2880 S. COAST HWY #B LAGUNA BEACH, CA 92651 PHONE: 949-715-0775 EMAIL: NENO@STRUCTURESENG.COM SURVEYOR RYAN WAUFLE PASCO LARET SUITER 27127 CALLE ARROYO SUITE 1904 SAN JUAN CAPISTRANO, CA 92675 PHONE: 949.661.6695 EMAIL: RWAUFLE@PSLAENGINEERING.COM GEOTECHNICAL ENGINEER DAVID ALBUS ALBUS & ASSOCIATES 1011 N ARMANDO STREET ANAHEIM, CA 92705 PHONE: (714) 630-1626 ext 450 EMAIL: DALBUS@ALBUS-KEEFE.NET CIVIL ENGINEER ADAM TOAL TOAL ENGINEERING, INC 139 AVENIDA NAVARRO SAN CLEMENTE, CA 92672 PHONE: (949) 492-8586 (Ext. 101) EMAIL: ATOAL@TOALENIGINEERING.COM TITLE 24 WILLIAM SILER SCEG ENHINEERING 23975 PARK SORRENTO SUITE 210 CALABASAS, CA 91302 PHONE: 818.224.2700 EMAIL: WSILER@SCEGINC.COM LANDSCAPE ARCHITECT JERRY WILLIAMS STUDIO WILLIAM HEFNER 5820 WILSHIRE BLVD., SUITE 500 LOS ANGELES, CA 90036 PHONE: (323) 931-1365 EMAIL: JERRY@WILLIAMHEFNER.COM COASTAL HAZARD REPORT DAVE SKELLY GEOSOILS INC 5741 PALMER WAY CARLSBAD, CA 92010 PHONE: 760-438-3155 EMAIL: DSKELLY@GEOSOILSINC.COM MEP WILLIAM SILER SCEG ENHINEERING 23975 PARK SORRENTO SUITE 210 CALABASAS, CA 91302 PHONE: 818.224.2700 EMAIL: WSILER@SCEGINC.COM CONTRACTOR DERRICK DEJAYNES CORBIN REEVES CONSTRUCTION 245 FISCHER AVE. A1 COSTA MESA, CA 92626 PHONE: 949-306-4823 EMAIL: DERRICK@CORBINREEVES.COM PROJECT INFORMATION LEGAL DESCRIPTION HEADING LEGAL DESCRIPTION DATA LEGAL DESCRIPTION ADDRESS: 125 EAST BAY FRONT, NEWPORT BEACH CA 92661 PIN NUMBER: CALCULATED LOT AREA: 2,550 SQFT THOMAS BROS GRID: APN:050-184-17, 050-184-19 LOT: BLOCK: TRACT: MAP: ARB (LOT CUT REFERENCE): MAP SHEET: JURISDICTIONAL COMMUNITY PLAN AREA: AREA PLANNING COMMISSION: NEIGHBORHOOD COUNCIL: HOA: LITTLE BALBOA ISLAND P.O. ASSOCIATION PLANNING AND ZONING ZONING R-BI HILLSIDE AREA (ZONING CODE) GENERAL PLAN LAND USE LIQUEFACTION AREA YES LANDSLIDE AREA N/A HIGH DENSITY RESIDENTIAL YES SPECIAL FLOOD HAZARD ZONE (SFHA) YES VERY HIGH FIRE HAZARD SEVERITY ZONE SPECIAL GRADING AREA PROJECT DESCRIPTION PROJECT DESCRIPTION THE PROJECT CONSISTS OF DEMOLISHING THE EXISTING 2,502 SF TWO-STORY SFD WITH A RENTAL UNIT; CONSTRUCTION OF A NEW 2,900 SF SINGLE FAMILY DWELLING (SFD) AND A JUNIOR DWELLING UNIT (JADU). THE HOUSE COMPRISES TWO LEVELS WITH AN OUTDOOR COVERED ROOF AND SUBTERRANEAN BASEMENT W/TEMP. SECANT SHORING, ATTACHED COVERED TWO PARKING SPACES, FOUR BEDROOMS & FOUR BATHS. MAX HEIGHT IS AT 24’-0” FOR THE TWO-STORY HOUSE WITH A MAX 29’-0” HEIGHT FOR THE OUTDOOR COVERED ROOF MEASURED FROM ESTABLIHED GRADE 9'-0" ABOVE SEA LEVEL. BUILDING TYPE TYPE V B SPRINKLERED OCCUPANCY GROUP R-3 RESIDENTIAL GROUP OCCUPANCY OCCUPANCY GROUP U UTILITY FOR GARAGE FIRE SPRINKLERS NFPA 13 D SITE COVERAGE LOT SIZE 2,550 SQFT NUMBER OF STORIES 2 PROJECT RESTRICTIONS AREA (FAR) 2,900 SQFT MAX. FRONTYARD SETBACK 5'-0" SIDEYARD SETBACK: 3'-0" REARYARD SETBACK: 5'-0" HEIGHT RESTRICTION: 29'-0" PITCHED ROOF; 24'-0" FLAT ROOF TOTAL BUILDABLE AREA 1,800 SQFT MAX. SEPARATE PERMITS DEMOLITION GRADING SHORING RETAINING WALLS N/A MECHANICAL AND PLUMBING POOL N/A VICINITY MAP 1/8" = 1'-0"1 PLOT PLAN NOTE: MAXIMUM HEIGHT OF ACCESSORY STRUCTURES IS 42 INCHES IN FRONT SETBACK AREA AS MEASURED FROM EXISTING PRE-CONSTRUCTION GRADE. 1 2 2 THIS PROJECT COMPLIES WITH THE FOLLOWING CODES: 2019 CRC; 2019 CBC; 2019 CPC; 2019 CEC; 2019 CMC; 2019 CALIFORNIA ENERGY CODE; 2019 CALIFORNIA GREEN BUILDING STANDARD CODE (CG); & CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC) DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY CITY. NOTE: SOLAR PV WITH A MINIMUM OF 3,645 kW DC MUST BE OBTAINED UNDER SEPARATE REVIEW AND PERMIT NOTE: OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEETING INSPECTION Revision Schedule # Description Date 1 Revision 1 CDP Application 01/28/2022 2 Revision 1 Plan Check Corrections 11/08/2022 The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e G0.0.2B COASTAL DEVELOPMENT PERMIT COVERSHEET 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date 2Ga 4way2Ga MS2Ga TIMER2Ga +3' -0" 3 +3' -0" 4 +3' -0" GDO EL GDO 3way2Ga DR2Ga OR2Ga KP +3' -0" 1Ga 1/2 1/21Ga 1Ga 1Ga WP1Ga GFI1Ga ES1Ga R +1' -6" DRY +1' -6" DED1Ga WH +1' -6" 220v1Ga Main Panel Main Panel Sub Panel Sub Panel C1Ga CO S/C S CO S/C S Fire Panel Fire Panel Ph Panel Ph Panel TV SP SP SP SP SP +6' -0" VN VNH SH +3' -0" TH HM HS RF CAM CAM +7' -0" Sec Panel Sec Panel AL +3' -0" CB +3' -0" INT +3' -0" DB +3' -0" DECK DRAIN: 3" SQUARE FLOOR DRAIN.SLOPE FLOOR TO DRAIN 2% MIN. DRAIN FINISH TO MATCH HARDWARE FINISH. PROVIDE SCUPPER AT EXTERIOR DECK CONDITIONS. STEP IN FLOOR: ADJUST SUBFLOOR AND/OR CONCRETE SLAB TO ACCOMODATE STEP. TYPICAL GRAPHIC SYMBOLS SPOT ELEVATION314.15' A GRID LINE DS DOWNSPOUT 2% SLOPE SPOT SLOPE CALLOUT 100' -0" 101' -0" TOPOLOGICAL CONTOUR CALLOUTS LEVEL NAME 435' - 0" or 11.25' LEVEL CALLOUT, EITHER REFERENCING ABSOLUTE HEIGHT ABOVE SEALEVEL OR HEIGHT ABOVE FIRST FLOOR. PLAN SYMBOLS ELEVATION AND SECTION SYMBOLS 12" 5"ROOF SLOPE IN RISE:RUN 2" 2%2% 1" 2"/2% 2" 2% 2" BUILDING SECTION SEE INDICATED SHEET AND VIEW EXTERIOR ELEVATION SEE INDICATED SHEET AND VIEW TYPICAL VIEW REFERENCES DETAIL SECTION SEE INDICATED SHEET AND VIEW INTERIOR ELEVATION SEE INDICATED SHEET AND VIEWA101 1 24 3 ELEVATION OR PLAN CALLOUT SEE INDICATED SHEET AND VIEW A101 / 1 A101 1 SIM A101 1 SIM CONSTRUCTION DETAIL CALLOUT SEE INDICATED SHEET AND VIEWA101 1 SIM SEE 1 A101 RECESSED FIXED CEILING LIGHT (INTERIOR/EXTERIOR) LIGHTING FIXTURE SYMBOLS RECESSED DIRECTIONAL LIGHT (INTERIOR/EXTERIOR) RECESSED WALL-WASH LIGHT (INTERIOR/EXTERIOR) DOUBLE RECESSED FIXED LIGHT (INTERIOR/EXTERIOR) DOUBLE RECESSED DIRECTIONAL LIGHT (INTERIOR) LIGHTWEIGHT PENDANT/CHANDELIER (OWNER PROVIDED) PROVIDE BLOCKING AND CONFIRM WEIGHT REQUIREMENTS W/ ARCHITECT & INTERIOR DESIGNER J-BOX FOR DECORATIVE INTERIOR/EXTERIOR WALL SCONCE (OWNER PROVIDED) CONFIRM MOUNTING HEIGHT W/ ARCHITECT & INTERIOR DESIGNER PICTURE/BOOKSHELF LIGHT UNDER CABINET/UNDER SHELF STRIP LIGHT FLUSH CEILING-MOUNT FIXTURE (OWNER PROVIDED) DOUBLE RECESSED WALL-WASH LIGHT (INTERIOR) RECESSED LINEAR STRIP LIGHT (SINGLE) CONTROL PANEL (SURFACE MOUNT) J-BOX FOR HEAVYWEIGHT PENDANT/CHANDELIER (OWNER PROVIDED) PROVIDE BLOCKING AND CONFIRM WEIGHT REQUIREMENTS W/ ARCHITECT & INTERIOR DESIGNER EXT EXT EXT 6' - 6" EXT 6' - 6" 4' - 6" A.F.F. 4' - 6" A.F.F. 8' - 6" SURFACE MOUNT FLUORESCENT LIGHT POWER PANEL (SURFACE MOUNT) EXT STEP LIGHT EXTERIOR FLOOD-LIGHT W/ MOTION DETECTOR CONTROL PANEL (FLUSH MOUNT) WET/EXT WET/EXT WET/EXT WET/EXT WET/EXT WET/EXT 9' - 0" EXT FLUSH MOUNT FLUORESCENT LIGHT POWER PANEL (FLUSH MOUNT) COVE STRIP LIGHT8' - 6" A.F.F. GARAGE DOOR OPENER SWITCH SWITCH / CONTROL SYMBOLS ROCKER SWITCH 3-WAY DIMMER SWITCH MOTION/OCCUPENCY SENSOR SWITCH TIMER SWITCH 4-WAY DIMMER SWITCH 4-WAY ROCKER SWITCH DIMMER SWITCH ELEVATOR CALL BUTTON GARAGE DOOR OPENER, PROVIDE POWER PER MFG. SPECS 3-WAY ROCKER SWITCH OVERRIDE SWITCH DOOR SWITCH KEYPAD (COORDINATE LOCATIONS WITH A/V CONSULTANT) ELECTRICAL MAIN PANEL (SURFACE MOUNT) POWER SYMBOLS SPLIT WIRE/HALF-HOT RECEPTACLE (WALL) DUPLEX RECEPTACLE (WALL) WITH GANGING AND HEIGHT INDICATED DUPLEX RECEPTACLE (FLOOR) TRIPLEX RECEPTACLE QUADRUPLEX RECEPTACLE SPLIT WIRE/HALF-HOT RECEPTACLE (FLOOR) GROUND-FAULT CIRCUIT INTERRUPTER RECEPTACLE WEATHERPROOF EXTERIOR RECEPTACLE ELECTRIC SHADE DUPLEX RECEPTACLE RANGE RECEPTACLE; VERIFY MFR. ELECTRICAL REQUIREMENTS DEDICATED DUPLEX RECEPTACLE; VERIFY MFR. REQUIREMENTS. HIGH VOLTAGE RECEPTACLE (INDICATE VOLTAGE) WATER HEATER OUTLET; VERIFY MFR. SPECIFICATIONS DRYER RECEPTACLE; VERIFY MFR. ELECTRICAL REQUIREMENTS ELECTRICAL MAIN PANEL (FLUSH MOUNT) ELECTRICAL SUB PANEL (SURFACE MOUNT) ELECTRICAL SUB PANEL (FLUSH MOUNT) COUNTER-HEIGHT DUPLEX RECEPTACLE FIRE SPRINKLER RECESSED LIFE SAFETY SYMBOLS COMBINATION SMOKE/CARBON MONOXIDE DETECTOR (WALL) SMOKE DETECTOR (WALL) CARBON MONOXIDE DETECTOR (WALL) COMBINATION SMOKE/CARBON MONOXIDE DETECTOR (CEILING) SMOKE DETECTOR (CEILING) CARBON MONOXIDE DETECTOR (CEILING) FIRE ALARM PANEL (SURFACE MOUNT) FIRE ALARM PANEL (FLUSH MOUNT) FIRE SPRINKLER PER NBMC 15.04.120 PHONE RECEPTACLE (WALL) CAT. 6 DATA RECEPTACLE (FLOOR) DATA / COMMUNICATIONS SYMBOLS PHONE RECEPTACLE (FLOOR) CAT. 6 DATA RECEPTACLE (WALL) SPLIT PHONE/DATA RECEPTACLE (WALL) SPLIT PHONE/DATA RECEPTACLE (FLOOR) TELEPHONE PANEL (SURFACE MOUNT) TELEPHONE PANEL (FLUSH MOUNT) A / V CONTROL SYMBOLS TV RECEPTACLE (SATELLITE/CABLE/DATA) SPEAKER (CEILING MOUNTED SURFACE CIRCULAR) SPEAKER (CEILING MOUNTED HIDDEN CIRCULAR) SPEAKER (CEILING MOUNTED HIDDEN RECTANGULAR) SPEAKER (CEILING MOUNTED SURFACE RECTANGULAR) SPEAKER (WALL MOUNTED) HVAC SYMBOLS EXHAUST FAN W/ HEAT EXHAUST FAN SLOT DIFFUSER (INDICATE SUPPLY OR RETURN) FLUSH MOUNTED STRIP HEATER TOE KICK DIFFUSER / BASEBOARD HEATER FUEL OUTLET KEY (WALL) SUPPLY REGISTER (PERPENDICULAR VIEW) RETURN REGISTER (PERPENDICULAR VIEW) SUPPLY REGISTER (PARALLEL VIEW) RETURN REGISTER (PARALLEL VIEW) FUEL OUTLET KEY (FLOOR) THERMOSTAT HUMIDISTAT HUMIDITY SENSOR REMOTE EXHAUST FAN SECURITY SYMBOLS CLOSED CAPTION SECURITY CAMERA, CEILING MOUNT CLOSED CAPTION SECURITY CAMERA, WALL MOUNT W/ HEIGHT INDICATED SECURITY PANEL (SURFACE MOUNT) SECURITY PANEL (FLUSH MOUNT) ALARM SPEAKER CALL BOX INTERCOM DOOR BELL TYPICAL TAG CALLOUTS REVISION TAG SEE ALL SHEETS Eq1-2 Area Name 150 SF Finish Material 9'-0" A.F.F. D101a L1-2 P1-2 1 Room name 101 R @ 7 1/2"20 WT-12 W101a AREA TAG W/ SQUARE FOOTAGE SEE A0.4.X SHEETS ROOM TAG W/ ROOM NAME AND ROOM NUMBER SEE ALL PLAN SHEETS WALL TAG SEE ALL PLANS REFERENCE SHEET G1.0.3 DOOR TAG DOOR NUMBER REFERENCES THE ROOM NUMBER THE DOOR OPENS OUT OF. SEE ALL PLANS, ELEVATIONS AND SECTIONS REFERENCE SHEETS A5.0.1 & A5.0.2 KEYNOTE NUMBER TAG KEYNOTES USED ON EACH SHEET FOUND ON RIGHT SIDE OF THAT SHEET. ALL PROJECT KEYNOTES FOUND THIS SHEET. REFERENCE SHEET INDEX ON COVERSHEET ? Room name 101 14'-0" x 21'-6" 42 GYP -02 ROOM TAG W/ ROOM NAME, NUMBER, AND BASIC DIMENSIONS. NOTE DIMENSIONS ARE ROUNDED TO THE NEAREST 6" SEE ALL PLAN SHEETS WINDOW TAG WINDOW NUMBER REFERENCES THE ROOM NUMBER WHERE THE WINDOW IS LOCATED. SEE ALL PLANS, ELEVATIONS AND SECTIONS REFERENCE SHEETS A5.0.1 & A5.0.2 MATERIAL TAG SEE ALL PLAN, SECTION, AND ELEVATION SHEETS REFERENCE SHEET G1.0.2 CEILING TAG DEPICTS FINISH MATERIAL AND HEIGHT ABOVE FINISH FLOOR SEE ALL PLANS REFERENCE SHEET G1.0.2 PLUMBING TAG SEE ALL PLAN, SECTION, AND ELEVATION SHEETS REFERENCE SHEET A5.3.1 LIGHTING FIXTURE TAG SEE ALL PLAN, SECTION, AND ELEVATION SHEETS REFERENCE SHEET A5.4.1 EQUIPMENT AND APPLIANCE TAG SEE ALL PLAN, SECTION, AND ELEVATION SHEETS REFERENCE SHEET A5.5.1 STAIR TAG DEPICTING NUMBER OF RISERS AND RISER HEIGHT SEE ALL PLANS REFERENCE A6.3.X SHEETS The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/4" = 1'-0" G1.0.1.1 TYPICAL GRAPHIC SYMBOLS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 ABBREVIATIONS A ADJ adjacent, adjustable, adjoining AFF above finished floor ALT alternate ALUM aluminum APPROX approximate AVG average B BLDG building BOT bottom BRG bearing C CJ control Joint CLG ceiling CONC concrete CONT continuous CT ceramic Tile CW cold water D DET detail E EA each EL elevation ELEC electric EQ equal EXIST existing EXT exterior F FG finish grade FIN finish FLR floor FT foot, feet FTG footing G GALV galvanized GI galvenized iron GL glass GYP BD gypsum board H HDW hardware HORIZ horizontal HT height HW hot water I INT interior J JT joint L LF linear feet M MFR manufacturer MIN minimum MISC miscellaneous N NIC not in contract NTS not to scale O OC on center P PAR parallel PL property line PLAM plastic laminate PLYWD plywood PSI pounds per square inch PVMT pavement R R radius/ riser S SECT section SIM similar SPEC specification STL steel STRUCT structural T TEL telephone TOC top of concrete TOC Top of curb TOS top of slab/steel TOW top of wall TS tube steel TYP typical U UNFIN unfinish UNO unless noted otherwise V VERT vertical W W/ with W/O without WC water closet Revision Schedule # Description Date +/ - 1 ' - 6 " A . F . F . 3' - 9 " 4' - 2 " 7' - 6 " A . F . F . STEAMBATH OUTLET CENTERED ON TILES HAND SHOWER, HS VALVE, SHOWER THERMOSTAT, SHOWER VALVE, STEAMBATH CONTROL SHOWER HEAD RAIN SHOWER HEAD TYPICAL PLUMBING FIXTURE LOCATIONS FINISH CEILING BOTTOM OF NICHE SOAP NICHE - OVERSIZE NICHE TO ALIGN W/ TILE JOINT LINES SE E E L E V . SEE ELEV. VOLUME CONTROLS TO BE LOCATED IN THE SAME GANG BOX AS SWITCHES AND DIMMERS. PROVIDE BOX DIVIDERS. OUTLET @ BASE WALL SCONCE U. N . O . 5'- 6 " ( I N T E R I O R ) 6 ' - 6 " ( E X T E R I O R ) GAS KEY U. N . O . 3' - 3 " S W I T C H E S EQ EQ FINISH FLOOR PICTURE LIGHT1' - 0 " FINISH CEILING TOP OF BASE COUNTERTOP0' - 8 " 1' - 8 " APPLIANCE OUTLET TYPICAL LIGHTING AND PLATE HEIGHTS KNOB OR LEVER U. N . O . 3' - 0 " T O C E N T E R L I N E FINISH FLOOR DEADBOLT U. N . O . 3' - 6 " T O C E N T E R L I N E TYPICAL DOOR HARDWARE HEIGHTS 2 3/4" BACKSET 2' - 4 " 2' - 6 " 3' - 1 0 " 4' - 1 " 4' - 6 " 6' - 0 " TOILET PAPER HOLDER TOWEL BAR ON SIDE OF CABINET TOWEL BAR BOTTOM OF NICHE TOWEL BAR ABOVE TOILET NICHE SOAP NICHE - OVERSIZE NICHE TO ALIGN W/ TILE JOINT LINES ROBE HOOK SE E E L E V . SEE ELEV. TYPICAL PLUMBING BATH ACCESSORY HEIGHTS The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/2" = 1'-0" G1.0.1.2 TYPICAL GRAPHIC SYMBOLS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date PROJECT KEYNOTES KN-26.39 RECESSED LED STRIP @ NOSING. WARM WHITE - DIMMABLE. KN-28.04 SMOKE DETECTOR / CO SENSOR: SMOKE DETECTORS: PROVIDE STATE FIRE MARSHALL APPROVED SMOKE DETECTORS AS SHOWN. DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, AND CENTRALLY LOCATED IN CORRIDORS GIVING DIRECT ACCESS TO SLEEPING ROOMS. WHEN SLEEPING AREAS ARE ON AN UPPER LEVEL, A SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE DWELLING UNIT WHICH THEY SERVE. KN-CAB-01 STAIN GRADE WOOD, SEE FINISH SCHEDULE. KN-CAB-02 PAINT GRADE WOOD, SEE FINISH SCHEDULE. KN-CAB-03 WOOD, SEE FINISH SCHEDULE. KN-CAB-04 WOOD, SEE FINISH SCHEDULE. KN-CAB-05 WOOD, SEE FINISH SCHEDULE. KN-CAB-07 WOOD, SEE FINISH SCHEDULE. KN-CAB-09 WOOD, SEE FINISH SCHEDULE. KN-CAB-10 WOOD, SEE FINISH SCHEDULE. KN-CAB-11 WOOD, SEE FINISH SCHEDULE. KN-CAB-12 WOOD, SEE FINISH SCHEDULE. KN-CAB-13 WOOD, SEE FINISH SCHEDULE. KN-CAB-14 WOOD, SEE FINISH SCHEDULE. KN-CAR-01 CARPET FLOORING, SEE FINISH SCHEDULE. KN-GLS-01 GLAZING / MIRROR. KN-MTL-01 METAL, SEE FINISH SCHEDULE. KN-PT-01 PAINTED GYPBOARD FINISH. KN-PT-02 WOODEN SHUTTERS, PAINTED FINISH. KN-STN-01 STONE, SEE FINISH SCHEDULE. KN-STN-03 STONE, SEE FINISH SCHEDULE. KN-STN-04 STONE, SEE FINISH SCHEDULE. KN-STN-05 STONE, SEE FINISH SCHEDULE. KN-STN-06 STONE, SEE FINISH SCHEDULE. KN-STN-07 STONE, SEE FINISH SCHEDULE. KN-STN-08 STONE, SEE FINISH SCHEDULE. KN-STN-09 STONE, SEE FINISH SCHEDULE. KN-STN-10 STONE, SEE FINISH SCHEDULE. KN-STN-11 STONE, SEE FINISH SCHEDULE. KN-TL-01 STONE, SEE FINISH SCHEDULE. KN-TL-02 STONE, SEE FINISH SCHEDULE. KN-TL-03 STONE, SEE FINISH SCHEDULE. KN-TL-04 STONE, SEE FINISH SCHEDULE. KN-TL-05 STONE, SEE FINISH SCHEDULE. KN-TL-06 STONE, SEE FINISH SCHEDULE. KN-WD-01 WOOD, SEE FINISH SCHEDULE. KN-WD-02 WOOD, SEE FINISH SCHEDULE. KN-WD-03 WOOD, SEE FINISH SCHEDULE. KN-WD-04 WOOD, SEE FINISH SCHEDULE. KN-WD-05 WOOD, SEE FINISH SCHEDULE. KN-WD-07 WOOD, SEE FINISH SCHEDULE. KN-WD-08 WOOD, SEE FINISH SCHEDULE. KN-WD-10 WOOD, SEE FINISH SCHEDULE. KN-WD-11 WOOD, SEE FINISH SCHEDULE. KN-WD-13 WOOD, SEE FINISH SCHEDULE. KN-WD-18 WOOD, SEE FINISH SCHEDULE. PROJECT KEYNOTES CAB-01 FHZ.07 VHFHSZ: UNDER-EAVE SAFETY VENT. CA. BML #8160-2232:0500. FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X" GYPSUM BD. ON ALL GARAGE WALLS, CEILING, POSTS AND BEAMS SUPPORTING DWELLING AND SHALL EXTEND FROM TOP OF CONCRETE TO, AND INCLUDE GARAGE CEILING. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE EQUIPPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES. (SEE DOOR SCHEDULE). FLS.02 F/LS: ENCLOSED ACCESIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH TYPE "X" GYPSUM BOARD. (R302.7). FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING SOLID ROOF EAVES; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. INT.20 PAINTED GYPBOARD FINISH. KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED. KN-03.02 REINFORCED CONCRETE RETAINING WALL - SEE STRUCTURAL PLANS. KN-03.08 CONCRETE FOOTING / FOUNDATION; SEE STRUCTURAL PLANS. KN-03.14 SLAB ON GRADE (SEE STRUCTURAL DWGS). KN-04.03 APPLIED 5 INCH WOOD BASE, PAINTED TYP (SEE DETAILS). KN-04.04 APPLIED 5 INCH STONE BASE, T.B.D. TYP (SEE DETAILS) KN-04.12 APPLIED 5 INCH WOOD BASE, STAIN GRADE MAHAGONY (SEE DETAILS). KN-06.07 FLOOR JOISTS (SEE STRUCTURAL DWGS). KN-06.08 2X6 FURRED WALL + INSULATION PER ENERGY CALCS (SEE TITLE 24 REPORT). KN-06.09 ROOF RAFTER (SEE STRUCTURAL) WITH BELOW DECK INSULATION (BETWEEN RAFTERS) WITH NO AIR SPACE ABOVE + RADIANT BARRIER PER ENERGY CALCS (SEE TITLE 24 REPORT). KN-06.18 BUILT-IN CABINET, SEE INTERIOR ELEVATIONS AND CABINET DETAILS. KN-06.22 SOLID WOOD GUARDRAIL 36" AFF. SEE INTERIOR OR EXTERIOR ELEVATIONS AND DETAILS FOR SPECIFICATION. KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS A8.0.2 AND A8.0.3 FOR SPECS. KN-06.41 SHEET METAL SIDING; DARK GREY FINISH KN-06.42 ROOF SHEATHING AND RAFTERS SEE STRUCTURAL DRAWINGS KN-07.41 METAL ROOF GUTTER WITH DOWNSPOUT. ROOF GUTTER SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER; PROVIDE DOME WIRE BASKET AT EACH ROOF DRAIN. KN-07.45 DOWNSPOUT OUTLET LOCATION LEADING TO SITE STORMWATER MANAGEMENT DRAINAGE. REFER TO CIVIL DRAWINGS FOR DRAINAGE PLAN AND LID INFORMATION. KN-08.01 PROVIDE TEMPERED GLASS AT GLASS ENCLOSURE. KN-08.03 1/2" THICK TEMPERED GLASS TO BE PROVIDED AT WINDOWS AND DOORS LOCATED IN "HAZARDOUS LOCATIONS". SAFETY GLAZING SHALL CONFORM TO THE HUMAN IMPACT LOADS OF SECTION R308.3-4. KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW SCHEDULE); NATURAL FINISH KN-08.22 WOOD DOORS AND FRAMES, SEE DOOR SCHEDULE. KN-08.35 GARAGE DOOR, SECTIONAL METAL (STEEL) DOOR PAINTED FINISH. KN-08.39 GARAGE DOOR MOTOR - TBD. PROVIDE ELECTRICAL AS PER MANUF. SPECS. KN-08.56 PRIVACY GLASS KN-09.03 MEDICINE CABINET; SEE INTERIOR ELEVATIONS. KN-09.05 STAIN GRADE WOOD, SEMI GLOSS FINISH. KN-09.21 MARINE FLOORING; FIRST FLOOR, MATTE TEAK . KN-09.32 5/8" DRYWALL; TYPE X GYPSUM OR SIMILAR. KN-09.44 STONE SLAB 3/4 INCH - WHITE T.B.D., POLISHED KN-09.49 STAIN GRADE WOOD; ROSEWOOD OR MAHOGANY,HIGH GLOSS FINISH. KN-09.50 STAINLESS STELL, POLISHED FINISH. KN-10.09 DROP DOWN MECHANIZED DUAL SUNSHADE AND BLACKOUT SHADE. CONTRACTOR TO PROVIDE LOW VOLTAGE CONTROL WIRE AND LINE VOLTAGE AS REQUIRED. KN-10.15 DIRECT VENT SEALED COMBUSTION TYPE GAS-FUELED FIREPLACE. EARTHCORE ISOKERN MAXIMUS: LARR #25483. ICC ESR-2316. INSTALL PER MANUFACTURER SPECS. PROVIDE FUEL GAS CONNECTION, WITH LOOSE KEY SHUTOFF, PROVIDE SPARK ARRESTOR AT CHIMNEY TERMINATION UL#127, DUE TO VHFHSZ (PREVENTION OF EMBERS INFILTRATION). SEE SHEET GN-4.5 FOR SPECIFICATIONS. PROVIDE FLUSH OR RAISED HEARTH 20" DEEP (MINIMUM) WITH 12" (MINIMUM) FROM SIDES OF FIREBOX; SEE INTERIOR ELEVATION FOR HEIGHTS & DIMENSIONS. KN-10.32 OUTDOOR GAS-FUELED FIRE PIT - PRSIM HARDSCAPE ROTONDO; CSA APPROVAL NUMBER 2.41-2017. PROVIDE FUEL GAS CONNECTION, WITH LOOSE KEY SHUTOFF. PROVIDE 12" (MINIMUM) DEEP HEARTH SURROUNDING FIREBOX. INSTALLATION MUST CONFORM WITH NATIONAL FUEL GAS CODE ANSI Z223.1/NFPA. KN-10.34 ELECTRIC COOKTOP, 120V ELECTRICAL SERVICES MAX. KN-10.35 KITCHEN SINK, 16 X 16 INCH MAX. KN-11.18 SOLAR PANELS, MIN. AREA REQUIREMENT OF 3,645 kW DC PER MEP CALCULATIONS; SEE SHEET G0.0.3 FOR DETAILS. DEREFFED PERMIT SUBMITTAL FOR SOLAR PV/SYSTEM. KN-22.02 EXTERIOR FLOOR DRAIN. KN-22.07 4'-0"x 4'-0" PIT WITH METAL GRATE COVER OVER SUMP PUMP AND SEWER EJECTOR, SEE P-2 AND CIVIL PLANS. KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN THADDEUS 24" x 48" MATTE PORCELAIN TILE - PEARL; SEE SHEET G1.0.4 FOR DETAILS. KN-22.22 LINEAR INFINITY SHOWER DRAIN; PROVIDE MATCH FINISH CAP. KN-23.06 LINE OF EXHAUST HOOD ABOVE; VENT TO OUTSIDE W/ EXHAUST FANS VERIFY VENTING REQUIREMENTS WITH MANUFACTURER. KN-23.10 PROVIDE ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE. (APROX. 10 SQ. FT. OF ATTIC AREA), AS REQUIRED BY CBC. KN-23.23 REMOTE EXHAUST FAN ENERGY STAR COMPLIANT AND CONTROLLED BY A READILY ACCESSIBLE HUMIDISTAT. EXHAUST FAN TO BE USED FOR WHOLE HOUSE VENTILATION. MUST PROVIDE A MIN CONTINUOUS FLOW RATE OF 50 CFM AT 1 SONE MAX AND COMPLY WITH ASHRAE STANDARD 62.2 MANDATORY MEASURES (SEE FLOOR PLAN NOTE #33, #43 AND MECHANICAL PLANS). KN-26.02 LOCATION OF MAIN ELECTRIC PANEL ON CONCRETE PAD: PROVIDE SPACE FOR 200A-3P CIRCUIT BREAKER FOR FUTURE SOLAR PANEL CONNECTION (REFER TO ELEC PLANS). TYPICAL MATERIAL CUT PATTERNS CONCRETE & MASONRY CUT PATTERNS WOOD CUT PATTERNS REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 GENERIC PATTERNS FINISH MATERIAL CUT PATTERNSSITE CUT PATTERNS EARTH STRUCTURAL CONCRETE REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 1 STORY ENCLOSED BUILDING REFER TO: AREA PLANS SHEETS A0.4.1-3 1 STORY COVERED AREA REFER TO: AREA PLANS SHEETS A0.4.1-3 1 STORY UNCOVERED AREA REFER TO: AREA PLANS SHEETS A0.4.1-3 2 STORY ENCLOSED BUILDING REFER TO: AREA PLANS SHEETS A0.4.1-3 2 STORY COVERED AREA REFER TO: AREA PLANS SHEETS A0.4.1-3 2 STORY UNCOVERED AREA REFER TO: AREA PLANS SHEETS A0.4.1-3 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 GRAVEL REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 RIPRAP REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 SAND REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 DECOMPOSED GRANITE REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 ASPHALT CMU REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 STONE REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 BRICK REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 MORTAR REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 TERRACOTTA LUMBER REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 FINISH BOARD REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 PLYWOOD REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 2X4 STUD REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 2X6 STUD REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 2X12 STUD 2X10 STUD 2X8 STUD GLASS REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 TEMPERED GLASS REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 METAL CERAMIC TILE CARPET TYPICAL MATERIAL PLAN AND ELEVATION PATTERNS CONCRETE & MASONRY FINISH PATTERNS WOOD FINISH PATTERNS REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 MISC. FINISH PATTERNS STANDARD BRICK HEADER ROMAN BRICK HERRINGBONE REFER TO: AREA PLANS SHEETS A0.4.1-3 ROMAN BRICK FENCEWEAVE REFER TO: AREA PLANS SHEETS A0.4.1-3 STANDARD BRICK STRETCHER REFER TO: AREA PLANS SHEETS A0.4.1-3 STANDARD BRICK SOLDIER REFER TO: AREA PLANS SHEETS A0.4.1-3 STANDARD BRICK SAILOR REFER TO: AREA PLANS SHEETS A0.4.1-3 STANDARD BRICK ROWLOCK REFER TO: AREA PLANS SHEETS A0.4.1-3 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 STANDARD BRICK RUNNING BOND REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 STANDARD BRICK COMMON BOND REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 STANDARD BRICK BASKETWEAVE REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 STANDARD BRICK HERRINGBONE SHINER/SAILOR REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 STANDARD BRICK HERRINGBONE STRETCHER/SOLDIER REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 ASHLAR CUTFACE UNCOURSED REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 RIVERROCK RANDOM UNCOURSED REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 COURSED TILE MATERIAL AND SIZES VARY, SEE A5.2.2 AND PLANS 6" RANDOM LENGTH FLOORBOARD REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 BOARD AND BATT HERRINGBONE FLOORBOARD GLASS REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 TEMPERED GLASS REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 METAL CERAMIC TILE CARPETSTANDARD BRICK SHINER REFER TO: AREA PLANS SHEETS A0.4.1-3 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 STANDARD BRICK RUNNING BOND WITH GROUT RUSTIC BRICK RUNNING BOND WITH GROUT NORMAN BRICK RUNNING BOND WITH GROUT FIELDSTONE SPLITFACE UNCOURSED REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 ASHLAR COBBLE UNCOURSED REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 ASHLAR SPLITFACE SEMICOURSED CMU COURSED SIZES VARY REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 FINISH CONCRETE REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 SLAB MARBLE REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 HORIZONTAL LAP SIDING VERTICAL LAP SIDING REFER TO: MATERIAL SCHEDULE ON SHEET A5.2.2 STACKED TILE MATERIAL AND SIZES VARY, SEE A5.2.2 AND PLANS 8" RANDOM LENGTH FLOORBOARD CHEVRON FLOORBOARD The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/4" = 1'-0" G1.0.2 TYPICAL MATERIAL PATTERNS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date EXTERIOR WALLS 0' - 4 3 / 4 " 5/8" 3 1/2" 5/8" 0' - 6 3 / 4 " 5/8" 5 1/2" 5/8" INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR WALLS WT-1 WT-2 WT-6 WT-7 WOOD STUD GYP-01 GYP-01 WOOD STUD GYP-01 GYP-01 CAST-IN-PLACE CONCRETE WOOD STUD GYP-01 AIR 12" INTERIOR EXTERIOR CAST-IN-PLACE CONCRETE 12" 5/8" 3 1/2" 1/2" 1' - 4 5 / 8 " 5/8" 5 1/2" 1/2" 1" EXTERIOR INTERIOR 0' - 7 5 / 8 " WT-4 WT-5 WOOD STUD WOOD LAP SIDING GYP-01 PLYWOOD 5/8" 5 1/2" 1/2" 3/4" 1/4" EXTERIOR INTERIOR 0' - 7 5 / 8 " WOOD STUD METAL SIDING GYP-01 PLYWOOD RAINSCREEN WT-3 WOOD STUD GYP-01 AIR INTERIOR EXTERIOR CAST-IN-PLACE CONCRETE 10" 5/8" 3 1/2" 1/2" 1' - 2 5 / 8 " 0' - 7 5 / 8 " 3/4" 3/4" 5 1/2" 5/8" INTERIOR INTERIOR WT-8 WOOD STUD WOOD PANEL-01 GYP-01 WOOD FURRING 0' - 8 1 / 2 " 3/4" 3/4" 5 1/2" 3/4" 3/4" INTERIOR INTERIOR WT-9 WOOD STUD WOOD PANEL-01 WOOD FURRING WOOD PANEL-01 WOOD FURRING The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1 1/2" = 1'-0" G1.0.3 WALL TYPES 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e G1.0.4 TYPICAL EXTERIOR MATERIALS BOARD 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 DAVINCI ROOFSCAPE COMPOSITE SLATE; COLOR CODE CASTLE GREY - FIRE: ASTM E 108, CLASS A (FIRE CLASSIFICATION REQUIREMENTS) - IMPACT: UL 2218, CLASS 4 - WIND: ASTM D 3161, CERTIFIED TO 110MPH - High VELOCITY HURRICANE ZONE: TAS 125, UP TO 180MPH - ICC-ES ESR-2119 - CA TITLE 24 - CCMC 14094-R - WUI 4175 - LEED CONTRIBUTION NUCEDAR MODERN SHIPLAP COMPOSITE SIDING 6-3/4" HEIGHT WHITE PAINTED FINISH Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e G2.0.1 GENERAL NOTES 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 GENERAL NOTES - A. GENERAL REQUIREMENTS 49. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR'S DRAWINGS AND MANUFACTURER'S TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, BOLT SETTING AND TEMPLATES, ISOLATIONS, SPRING ISOLATION, ETC. NOT SHOWN ON DRAWINGS. 50. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES. 51. PROVIDE ACCESS PANELS FOR MECHANICAL EQUIPMENT. TOILET ROOMS AND AS REQUIRED BY APPLICABLE CODES, ALL ACCESS PANELS, SHALL BE CONCEALED AND LOCATIONS SHALL BE SUBMITTED FOR REVIEW BY ARCHITECT PRIOR TO START OF WORK. 52. INTERFACE OF MECHANICAL OR ELECTRICAL WORK WITH STRUCTURAL (LOAD CARRYING) MEMBERS SHALL BE RESOLVED WITH ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 53. SLOPE ALL EXPOSED CONCRETE SLABS AWAY FROM BUILDING, TOWARD DRAINS. 54. INSTALLATION OF GLASS SHALL CONFIRM TO FEDERAL SPECIFICATIONS 16-CFR-1201 FOR ALL DOORS, WINDOWS AND SHOWER DOORS. 55. SHOWER DOORS SHALL BE SHATTER-RESISTANT AND SHALL BE CONSTRUCTED OF IMPACT RESISTANT MATERIALS CONFORMING TO SECTION 91.4900(D). 56. PLYWOOD USED FOR EXTERIOR COVERAGES SHALL BE EXTERIOR GRADE PLYWOOD. 57. NO TRENCHES OR EXCAVATIONS FIVE FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND; OR OBTAIN NECESSARY PERMIT FORM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO PERFORMING SUCH WORK. 58. PLACE ALL UTILITY SERVICES, INCLUDING TELEPHONE AND ELECTRICAL POWER UNDERGROUND. 59. ALL CONTRACTORS SHALL COORDINATE WITH THE OWNER AND OTHER TRADES TO ENSURE PROPER PLACEMENT OF ANY REQUIRED SLEEVES CONDUIT, INSERTS, ETC. 60. VISUAL MECHANICAL, PLUMBING AND ELECTRICAL DEVICES, REGISTERS, ETC. LOCATED IN CEILINGS, WALL AND FLOORS TO BE REVIEWED WITH ARCHITECT AND OWNER DURING LAYOUT PROCESS WITH DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. 61. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED CLEARANCE ACCESS TO POWER, WATER, GAS, DRAINAGE, VENTILATION, ETC. FOR ALL PLUMBING FIXTURES, MECHANICAL AND ELECTRICAL EQUIPMENT, APPLIANCES AND SYSTEMS INCLUDING, BUT NOT LIMITED TO, CABINET DEPTH, CLOSET CLEARANCES AND ACCESS CLEARANCES. THE CRAWL SPACE SHALL HAVE 18" MINIMUM CLEARANCE UNDER OR AROUND DUCTS. 62. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF, WILLIAM HEFNER ARCHITECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF WILLIAM HEFNER ARCHITECT. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. GENERAL NOTES - A. GENERAL REQUIREMENTS 28. ALL GUARDRAILS SHALL COMPLY WITH OSHA AND APPLICABLE LOCAL CODES, INCLUDING SECTION 1716 OF THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 29. UPON COMPLETION OF THE INSTALLATION OF THE INSULATION, BOTH THE BUILDER AND THE INSULATION APPLICATOR SHALL EXECUTE A CARD CERTIFYING THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH ART. 5, SUB-CHAPTER 1, CHAPTER 1, TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE. 30. A WET WEATHER EROSION CONTROL PLAN (WWECP), UTILIZING SEDIMENT AND EROSION CONTROL BMPS, FOR PROJECTS THAT WILL LEAVE DISTURB SOIL DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15) IS REQUIRED. THE WWECP MUST BE PREPARED, FOR PROJECTS THAT HAVE ALREADY BROKEN GROUND, NOT LESS THAN 30 DAYS PRIORS TO THE BEGINNING OF EACH RAINY SEASON DURING WHICH SOIL WILL BE DISTURBED, AND IMPLENTED THROUGHOUT THE ENTIRE RAINY SEASON. A COPY OF THE WWECP SHALL BE KEPT ON THE PROJECT SITE AT ALL TIMES BEGINNING 30 DAYS PRIOR TO THE START OF THE RAINY SEASON THROUGH THE END OF THE RAINY SEASON, THE WWECP MUST BE AVAILABLE 30 DAYS BEFORE CONSTRUCTION COMMENCES. THE WWECP MUST BE SUBMITTED TO THE BUREAU OF ENGINEERING, PUBLIC WORKS FOR REVIEW AND APPROVAL. THE WWECP IS NOT A REQUIREMENT FOR THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 31. THE CONTRACTOR SHALL CONFORM TO ALL CODES, ORDINANCES, ETC., WHICH HAVE JURISDICTION OVER THIS WORK. BELOW IS A PARTIAL LIST OF MAJOR STANDARDS LISTED FOR CONVENIENCE ONLY. REFERENCE TO A STANDARD MEANS THE LATEST EDITION OF SUCH STANDARD AT DATE OF BUILDING PERMIT AND IN THE EVENT OF A DISPUTE, THE CONTRACTOR AGREES TO COMPLY WITH THE MEANS AND METHODS AS WELL AS QUALITY EXPECTATIONS OF THE APPLICABLE GOVERNING AUTHORITY THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR COMPLIANCE WITH LATEST REVISIONS OF ALL OTHER APPLICABLE CODES AND ORDINANCES NOT LISTED HEREIN. a. 2013 CALIFORNIA BUILDING CODE (TITLE 24), WHICH ADOPTS THE 2013 UBC, UMC AND UPC AND THE 2014 NEC OR THE LATEST ADOPTED CODES. b.CURRENT UNIFORM BUILDING CODE c.CURRENT UNIFORM MECHANICAL CODE d.CURRENT UNIFORM PLUMBING CODE e. CURRRENT NATIONAL ELECTRICAL CODE f. 2014 CITY OF LOS ANGELES (FOR PROJECTS IN LOS ANGELES), CITY OF SANTA MONICA MUNICIPAL CODE (FOR PROJECTS IN SANTA MONICA), BEVERLY HILLS MUNICIPAL CODE, FOR PROJECTS IN BEVERLY HILLS) g. ACI - AMERICAN CONCRETE INSTITUTE h. AIS - AMERICAN INSTITUTE OF STEEL CONSTRUCTION i. ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE j. ASHRAE - AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS k. ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS l. CAC - CALIFORNIA ADMINISTRATIVE CODE (CURRENT EDITION) m. CRSI - CONCRETE REINFORCING STEEL INSTITUTE n. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION (CURRENT EDITION) o.TITLE 14. PAT II STATE BUILDING CODE (CURRENT EDITION) p. BUILDING SECURITY PROVISIONS AS ADOPTED IN CHAPTER 8.48 OF THE SANTA MONICA CITY ORDINANCE. (WHEN THE PROJECT IS LOCATED IN SANTA MONICA). q. THE MANUAL OF MILLWORK 2001 AND 2003 (OR LATEST EDITION) BY THE WOOD WORK INSTITUTE OF CALIFORNIA. r. SMACNA, SHEET METAL ORGANIZATION. 32. WHERE SPECIFICALLY CALLED FOR, SAMPLES, SHOP DRAWINGS, MATERIALS LISTS, MANUFACTURER'S LITERATURE, AND OTHER REQUIRED INFORMATION SHALL BE SUBMITTED TO ARCHITECT IN SUFFICIENT TIME TO PERMIT PROPER CONSIDERATION AND ACTION ON SAME. 33. WHERE NOT SPECIFICALLY DESCRIBED IN ANY OF THE DRAWINGS OR SPECIFICATIONS, WORKMANSHIP SHALL CONFORM TO ALL OF THE METHODS AND OPERATIONS OF THE BEST STANDARDS AND ACCEPTED PRACTICES OF THE TRADES INVOLVED. CONTRACTOR SHALL VERIFY ALL WORK, DIMENSIONS AND DRAWINGS, AND REPORT AND DISCREPANCIES TO THE ARCHITECT BEFORE COMMENCING WORK. 34. THE ENTIRE PREMISES SHALL BE MAINTAINED REASONABLY NEAT, CLEAN AND HAZARD FREE DURING THE COURSE OF THE CONSTRUCTION. ALL TRADES SHALL REMOVE TOOLS, RUBBISH AND UNUSED MATERIALS AS SOON AS THEIR RESPECTIVE WORK IS COMPLETED, LEAVING THE AREAS IN BROOM CLEAN CONDITION. TRASH SHALL BE REMOVED DAILY AND NOT BE ALLOWED TO ACCUMULATE. 35. UNLESS OTHERWISE NOTED OR APPROVED, ALL MATERIALS SHALL BE DELIVERED TO THE JOB IN THE MANUFACTURER'S ORIGINAL PACKAGES, BEARING FULL IDENTIFICATIONS. REJECTED MATERIALS SHALL BE IMMEDIATELY REMOVED FROM THE SITE. NO SUBSTITUTES SHALL BE MADE FOR ANY MATERIAL, ARTICLE, ETC. UNLESS APPROVED BY ARCHITECT, OWNER IN WRITING. 36. CONTRACTOR SHALL PROVIDE TEMPORARY UTILITIES AND SHALL CONTACT LOCAL COMPANIES CONCERNING ANY NEW FACILITIES BEFORE COMMENCING WORK. PROVIDE PROPOSED METHODS TO OWNER FOR APPROVAL PRIOR TO SUBMITTING BID. 37. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY BARRICADES, WATERPROOFING AND DUST-PROOF PARTITIONS AS NEEDED FOR PROTECTION AGAINST ACCIDENT, AND SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF HIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE OR LOSS ARISING IN CONNECTION WITH CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN AND ENFORCE A STRICT NO SMOKING POLICY FOR THE PREMISES AND PROPERTY AT ALL TIMES. 38. UNLESS OTHERWISE NOTED, OR SPECIFICALLY AGREED TO IN WRITING, EACH CONTRACTOR, AND THE GENERAL CONTRACTOR, SHALL PROVIDE AN WRITTEN GUARANTEE TO THE EFFECT THAT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP ARE GUARANTEED TO BE FREE FROM DEFECTS OR FAILURE FOR A PERIOD OF ONE YEAR FROM THE DATE OF ISSUANCE OF CERTIFICATE OF COMPLETION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE OR FAULTY WORK WITHIN FIVE DAYS OF WRITTEN NOTIFICATION. THE OWNER SHALL INCUR NO EXPENSE WHATSOEVER FOR REPLACED OR REPAIRED WORK DURING THIS GUARANTEE PERIOD. ANY FINISHED, CONSTRUCTION OR PERSONAL PROPERTY DESTROYED OR DAMAGED BY FAILING OR FAULTY WORK SHALL BE REPAIRED BY THE CONTRACTOR. 39. ANY WORK THAT IS REJECTED DUE TO NON-CONFORMANCE WITH THIS DOCUMENT SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL CHARGE TO THE OWNER. ANY OTHER WORK THAT IS DISTURBED DUE TO THE ABOVE ACTION SHALL BE REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR MAKING REPAIRS. 40. PRIOR TO COMMENCING INSTALLATION, EACH CONTRACTOR SHALL FURNISH EVIDENCE OF INSURANCE COVERAGE, INCLUDING WORKMAN'S COMPENSATION AND GENERAL LIABILITY, WITH THE MINIMUM AMOUNT REQUIRED BY THE GENERAL CONTRACTOR AND APPROVED BY THE OWNER. 41. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. THESE MEMBERS SHALL INCLUDE, BUT ARE NOT LIMITED TO, BEAMS, HEADERS, AND POSTS THAT SUPPORT FLOOR AND ROOF SYSTEMS. 42. APPROVAL BY BUILDING SAFETY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THESE PLANS. 43. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR BREAKDOWN (GALVANIC ACTION). 44. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICALS, ELECTRICAL AND PLUMBING. WHERE DISCREPANCIES EXIST BETWEEN DRAWING AND INSTALLATION, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING. 45. DRIVEWAY APPROACHES, CURBS AND SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING CODES AND REGULATIONS. 46. WALL AND FLOOR OPENING LOCATIONS AND SIZES ARE TO BE DETERMINED FROM ARCHITECTURAL DRAWINGS, UNLESS DIMENSIONED ON STRUCTURAL DRAWINGS. 47. CONTRACTOR SHALL COORDINATE ALL SLAB AND WALL OPENINGS REQUIRED BY MECHANICAL AND ELECTRICAL WORK. 48. THE ELECTRICAL, MECHANICAL, AND HVAC PERMITS SHALL BE UNDER SEPARATE PERMIT. CONTRACTOR IS TO SECURE THESE PERMITS. GENERAL NOTES - A. GENERAL REQUIREMENTS 1. SUMMARY: FURNISH ALL LABOR, MATERIALS, EQUIPMENT, FACILITIES, TRANSPORTATION AND OTHER SERVICE NECESSARY FOR AND REASONABLY INCIDENTAL TO, THE CONSTRUCTION OF THE PROPOSED WORK, DEMOLITION AND GRADING. 2. THE "CONTRACTOR" MEANS THE GENERAL CONTRACTOR AND, WHERE APPLICABLE BY TRADE, SUBCONTRACTORS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL NOTES PRIOR TO FINALIZING CONSTRUCTION CONTRACT AND CONTRACT PRICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING ALL NOTES AND DRAWINGS TO INCLUDE ANY SUBCONTRACT REQUIREMENTS OR INFORMATION WHICH MAY NOT BE INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO CODE RELATED ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND OBTAINING ALL PERMITS. 4. THE CONTRACTOR SHALL VERIFY ALL WORKS, DIMENSIONS AND DETAILS, AND REPORT ANY DISCREPANCIES BETWEEN DRAWINGS OR SPECIFICATIONS AND JOB SITE CONDITIONS WITH THE ARCHITECT PRIOR TO STARTING PORTIONS OF THE WORK AFFECTED. DURING CONSTRUCTION, THE OWNER AND ARCHITECT ARE TO BE ADVISED REGARDING ANY DISCREPANCIES IN MEASUREMENT, DIMENSION, LOCATION OR DETAILS PRIOR TO CONTRACTOR'S PROCEEDING WITH THAT PORTION OF WORK. 5. THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS OF THE VARIOUS TRADES. WHEN DISCREPANCIES EXIST, ARCHITECTURAL DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN. PROMPTLY CONSULT ARCHITECT BEFORE PROCEEDING WITH THE WORK. THE FOLLOWING TRADES ARE TO BE 'DESIGN BUILD" TO INCLUDE ALL ENGINEERING AND DRAWINGS NECESSARY TO CONSTRUCT A COMPLETE AND FUNCTIONING SYSTEM: a. HVAC b. ELECTRICAL c. PLUMBING d. POOL AND SPA e. STRUCTURE WIRING (LOW VOLTAGE AUDIO, VIDEO, SECURITY, ETC.) 6. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALED DIMENSIONS ON DRAWINGS. IN NO EVENT IS A DIMENSION TO BE SCALED OFF THE DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM ARCHITECT. 7. DETAILS ARE INTENDED TO SHOW FINAL EFFECT OF PARTS OF CONSTRUCTION. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT PARTICULAR JOB SITE DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED WITHIN THE SCOPE OF WORK AND CONSTRUCTION CONTRACT. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWNER AND ARCHITECT OF ANY CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF BUILDING ON SITE. 9. ALL DIMENSIONS SHOWN ON INTERIOR ELEVATIONS ARE TO FINISHED SURFACE UNLESS NOTED OTHERWISE. 10. EACH CONTRACTOR, BY THE ACT OF SUBMITTING A BID, SHALL BE DEEMED TO HAVE EXAMINED THE SITE AND ALL ARCHITECTURAL AND OTHER PERTINENT DRAWINGS AND TO HAVE ACCEPTED SUCH CONDITIONS AND TO HAVE MADE ALLOWANCES FOR THESE CONDITIONS IN PREPARING HIS BID. 11. DISCREPANCIES BETWEEN PLANS AND THESE GENERAL NOTES SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT AND OWNER IN WRITTEN NOTIFICATION AND BE RESOLVED BEFORE CONSTRUCTION. IN THE EVENT OF A CONFLICT BETWEEEN ANY INFORMATION IN THESE DOCUMENTS, THE DESCIPTION OR MEASUREMENT WITH THE GREATER QUANTITY OR QUALITY SHALL BE CONSIDERED THE CONTRACT SCOPE OF WORK FOR THAT PARTICULAR ITEM UNLESS SPECIFICALLY NOTED AS A CLARIFICATION OR EXCEPTION IN THE BID DOCUMENTS. 12. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING IN GOOD CONDITION ANY PORTIONS OF THE EXISTING BUILDING AND SITE OR EXISTING WORK TO REMAIN AND SHALL REPLACE OR REPAIR AT HIS EXPENSE ANY PORTIONS DAMAGED AS A RESULT OF THE WORK, CONSTRUCTION PROCESS, OR EXPOSURE TO WEATHER. 14. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY TOILET FACILITIES ON THE JOB SITE IF NECESSARY OR REQUIRED BY LOCAL CODE. 15. THE CONTRACTOR SHALL REVIEW ALL ITEMS NOTED "VERIFY OR CONFIRM WITH OWNER OR ARCHITECT" WHICH MIGHT AFFECT COSTS PRIOR TO FINALIZING CONSTRUCTION CONTRACT AND SUBCONTRACTS, AND SHALL CONFIRM FINAL DECISIONS REGARDING SELECTION, MATERIALS, COLOR, FINISH OR OTHER SPECIFICATIONS NOT YET DECIDED REGARDING THESE ITEMS. THE CONTRACTOR SHALL INCLUDE THE COST OF THESE ITEMS WITHIN THE ORIGINAL CONTRACT PRICE. 16. UNLESS ITEMS ARE SPECIFICALLY ITEMIZED AS NOT INCLUDED IN CONTRACT (NIC), THEY WILL BE ASSUMED TO BE INCLUDED IN THE ESTIMATE OR CONTRACT PRICE. 17. CONSTRUCTION FOR WORK INDICATED ON DRAWINGS AS N.I.C. IS NOT ON CONTRACT. SUBSEQUENT DRAWINGS AND SPECIFICATIONS WILL BE SUBMITTED FOR SEPARATE APPROVAL AND BUILDING PERMITS. CONTRACTOR SHALL COORDINATE ALL TRADES OF HIS WORK DIRECTLY OR INDIRECTLY INVOLVED WITH APPROVED ADDITIONAL WORK. 18. ANY ALLOWANCE ITEMS SHALL BE SPECIFICALLY IDENTIFIED AS ALLOWANCES AND INCLUDED IN THE ESTIMATE OR CONTRACT PRICE. 19. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY EXTRA COSTS ARISING FROM THE EXECUTION OF HIS CONTRACT OR SUBCONTRACTS AND SHALL RECEIVE OWNER'S WRITTEN APPROVAL OF SAME, PRIOR TO DOING THE WORK. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPERVISING THAT ALL GENERAL AND SUBCONTRACT WORK IS BEING ACCOMPLISHED ACCORDING TO THE MOST CURRENT CONSTRUCTION DOCUMENTS, INCLUDING REVISIONS. 21. THE CONTRACTOR SHALL NOT USE ANY POTENTIALLY HAZARDOUS MATERIALS OR PRODUCTS IN THE CONSTRUCTION, AND SHALL ADVISE OWNER OF ANY POTENTIALLY HAZARDOUS MATERIALS OR PRODUCTS RECOMMENDED, SELECTED OR SPECIFIED PRIOR TO PURCHASING OR INSTALLING. 22. THE CONTRACTOR SHALL PROVIDE PROPER VENTILATION, CLEARANCES AND FIRE PROTECTION FOR ALL NEW FIREPLACES, OVENS, HOT WATER HEATERS, FURNACES, VENTS AND FLUES AS REQUIRED BY THE DRAWINGS, SPECIFICATIONS AND CODE. 23. THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT AND FIELD INSPECTOR. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN 75' 0" OF TRAVEL. THIS INCLUDES THE PERIOD OF CONSTRUCTION. 24. THE CONTRACTOR MUST COORDINATE ALL PHASES OF THE PROJECT INCLUDING WORK DONE BY OTHERS TO INSURE SMOOTH PROGRESS OF THE PROJECT AND BE RESPONSIBLE FOR THE RECEIVING AND SAFE KEEPING OF ALL ITEMS SHIPPED TO THE JOB SITE FOR USE BY HIMSELF AND OTHERS FOR THIS PROJECT. 25. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT ARCHITECT BEFORE PROCEEDING WITH THE WORK. 26. WHERE NOT SPECIFICALLY CALLED FOR, ALL MATERIALS AND PROCEDURES SHALL CONFORM TO STANDARDS PUBLISHED BY THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (A.S.T.M.). ALL WORK SHALL CONFORM TO THE FOLLOWING: a. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS). b. BUILDING CODES: LATEST EDITION, LOS ANGELES (WHEN THE PROJECT IS IN LOS ANGELES; SANTA MONICA MUNICIPAL CODE, WHEN THE PROJECT IS IN SANTA MONICA; BEVERLY HILLS MUNICIPAL CODE, WHEN THE PROJECT IS IN BEVERLY HILLS. c. ALL APPLICABLE LOCAL AND STATE ORDINANCES, CODES AND REGULATIONS. d. ALL CONTRACTORS SHALL PROVIDE PROPER NOTICE AND/OR SAFETY PROTECTION TO THE PUBLIC AND OTHER TRADES AGAINST ANY HAZARDS TO PERSONS OR PROPERTY DUE TO THEIR WORK. 27. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, GOVERNING AUTHORITIES (INCLUDING OSHA AND CPSC GLAZING STANDARDS) AND TO THE INDUSTRY STANDARD FOR EACH TRADE. GENERAL NOTES - B. SITEWORK, FOUNDATIONS, ETC. 22. IF COMPACTED SOILS ARE USED, NO FOOTINGS SHALL BE POURED UNTIL THE FOUNDATION ENGINEER HAS SUBMITTED A COMPACTION REPORT AND IN PLACE SHEAR TEST DATA AND SETTLEMENT DATA TO THE DEPARTMENT AND OBTAINED APPROVAL. 23. PRIOR TO REPLACEMENT OF STEEL OR POURING OF CONCRETE, A REPRESENTATIVE OF THE CONSULTING FOUNDATION ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST A NOTICE ON THE JOB SITE FOR THE CITY BUILDING INSPECTOR AND THE CONTRACTOR STATING THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE REPORT, BUT THAT NO CONCRETE SHALL BE POURED UNTIL THE CITY BUILDING INSPECTOR HAS ALSO INSPECTED AND APPROVED THE FOOTING EXCAVATIONS. A WRITTEN CERTIFICATION TO THIS EFFECT SHALL BE FILED WITH THE DEPARTMENT UPON COMPLETION OF THE WORK. 24. THE CONSULTING GEOLOGIST AND/OR SOILS ENGINEER SHALL INSPECT THE EXCAVATION TO DETERMINE THAT THEY ARE FOUNDED IN THE RECOMMENDED STRAIGHTS BEFORE CALLING THE DEPARTMENT FOR FOOTING INSPECTION. 25. TEMPORARY WALL EXCAVATION SHALL BE OBSERVED BY THE PROJECT GEOLOGIST. 26. SOIL SHALL BE REMOVED TO GRADES INDICATED ON THE DRAWINGS AND TOPSOIL SHALL BE CONSERVED FOR SPREADING OVER BACK FILL AREAS. ABSOLUTELY NO CHEMICALS, SOLVENTS, OR CONSTRUCTION FLUID WASTE SHALL BE DUMPED ON SOIL WHICH CAN IN ANY WAY DETER FUTURE AND EXISTING PLANT MATERIAL. 27. ANY UNSUPPORTED SHALE PLANES, EITHER EXISTING, OR EXPOSED BY GRADING, SHALL BE SUPPORTED BY A DESIGNED RETAINING WALL OR BUTTRESS FILL. 28. ANY RECOMMENDATIONS PREPARED BY THE CONSULTING GEOLOGIST AND/OR SOILS ENGINEERS FOR CORRECTION OF GEOLOGIST HAZARDS FOUND DURING GRADING SHALL BE SUBMITTED TO THE DEPARTMENT FOR APPROVAL PRIOR TO UTILIZATION IN THE FIELD. 29. NO TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. 30. MAXIMUM DRIVEWAY SLOPE 20%, UNLESS OTHERWISE NOTED ON SITE PLAN AND PLOT PLAN. GRADE DETAILS AND TRANSITION SLOPES REQUIRE WHERE SLOPE EXCEEDS 12 1/2%. MAXIMUM DRIVEWAY CROSS SLOPE IS 10%. MAXIMUM SLOPE WITHIN PARKING AREA IS 5%. GENERAL NOTES - B. SITEWORK, FOUNDATIONS, ETC. 1. PRIOR TO FORMING AND POURING CONCRETE, THE CONTRACTOR SHALL STAKE OUT ALL FOUNDATIONS AND PERIMETER WALL LINES AS SHONE ON PLANS FOR ARCHITECT'S REVIEW, CONFIRM EXISTING AND NEW STRUCTURE AND PROPERTY LINE LOCATIONS AND ELEVATIONS. 2. THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY UNSTABLE OR QUESTIONABLE SOIL OR GEOLOGICAL CONDITIONS ENCOUNTERED DURING EXCAVATION. 3. WHERE A SOILS AND/OR GEOLOGY REPORT HAS BEEN MADE, IT SHALL BE CONSIDERED A PART OF THE CONSTRUCTION DOCUMENTS, AND CONTRACTOR SHALL FOLLOW ANY RECOMMENDATIONS CONTAINED THEREIN. 4. WHERE INTERIOR CRAWL SPACE OR ROOM, PIT OR BASEMENT FLOOR SLABS ARE BELOW EXTERIOR FINISH GRADE, THE CONTRACTOR SHALL PROVIDE DRAINAGE AT FOOTING PERIMETER. WATERPROOF THE PERIMETER STEM WALLS WITH "MIRADRI MEMBRANE" AND "MIRADRAIN SYSTEM" UNLESS SPECIFIED OTHERWISE ON PLANS, PROVIDE 4" SDR35 PERFORATED PIPE WRAPPED IN FILTER CLOTH AND SURROUNDED IN 3/4" CRUSHED ROCK. SLOPE PIPE AROUND PERIMETER AND EXIT TO DRAINAGE SUMP PIT IN A DEDICATED LINE, BACKFILL AND COMPACT TO 90% TO FINISH GRADE. 5. ALL CONCRETE SLABS SET BELOW EXTERIOR GRADES SHALL BE POURED OVER A CONTINUOUS 4 MM. MIN. WATERPROOF MEMBRANE SET ON 2" SAND BED OVER 4" CRUSHED ROCK ON NATURAL OR COMPACTED SOIL AND REINFORCED. CRUSHED ROCK BED SHALL BE DRAINED TO STORM DRAIN SYSTEM OR RELIEVED AT PERIMETER TO PREVENT SUBFLOOR SATURATION. THE RAT SLAB IS TO BE 3" SLURRY MIX OVER COMPACTED AND LEVEL SOIL. 6. ANY LANDSCAPE OR PLANTER RETAINING WALLS AGAINST EARTH ARE SPECIFIED WITHOUT PERIMETER DRAINS SHALL BE PROVIDED WITH ADEQUATE WEEP HOLES SURROUNDED ON THE BACKSIDE BY A MINIMUM 6" OF GRAVEL BACKFILL AT BASE OF WALL. ALL ENCLOSED PLANTERS SHALL BE WATERPROOFED ON THE INSIDE AND SUPPLIED WITH BOTTOM DRAINS CONNECTED TO STORM DRAIN SYSTEM. 7. ALL CONCRETE SLABS TO BE REMOVED SHALL FIRST BE NEATLY SAWCUT WITH NO OVERCUTTING. 8. PATCHING OF CONCRETE SLABS SHALL BE PERFORMED SO AS TO LEAVE THE PATCH SURFACE LEVEL WITH AND MATCHING THE EXISTING ADJACENT SLAB. 9. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF ALL FINISHED GRADE SURFACES, SIDEWALKS, AND PATIOS AWAY FROM STRUCTURES AND VERIFY THAT ALL AREAS AFFECTED BY CONSTRUCTION ARE PROPERLY DRAINED, WITH NO PONDING. 10. THE CONTRACTOR SHALL REMOVE ALL EXCAVATED OR EXCESS SOIL, DEBRIS, AND MATERIALS NOT REQUIRED BY CONSTRUCTION. CONFIRM ANY ITEMS TO REMAIN WITH ARCHITECT AND OWNER PRIOR TO START OF CONSTRUCTION. 11. REMOVE ALL EXISTING OBSTRUCTIONS AND MISCELLANEOUS OBJECTS AS DETAILED IN DEMOLITION PLAN INCLUDING FOOTINGS, SLABS, TREES, ROOTS, ROCK, ETC. 12. CONFIRM LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH ANY SUB-SURFACE WORK. 13. FILL, WET, TAMP AND COMPACT UNDER ALL SLABS TO THE PROPER ELEVATION. 14. ALL BACKFILL SHALL BE COMPACTED IN 6" LIFTS WHERE UNDER SLAB OR WALKWAY. 15. ANY TRENCH OPENED ON THE SITE SHALL BE MARKED CLEARLY WITH BARRICADES BY THE TRADE INVOLVED WHEN LEFT UNATTENDED. ALL TRENCHES MADE SHALL BE BACKFILLED AND COMPACTED PER SPECIFICATIONS HEREIN BY THE TRADE WHICH OPENED THE TRENCH. 16. NO FOOTING TO BE UNDERCUT CLOSER THAN 1:1. 17. ALL GRADING SHALL BE DONE PER PLAN TO 1/10 OF ONE FOOT TOLERANCE. POSITIVE DRAINAGE TO SPECIFIED DRAINS OR TO STREET SHALL BE PROVIDED BY THE CONTRACTOR. 18. COMPACTED FILL SHALL EXTEND BEYOND THE FOOTINGS A MINIMUM DISTANCE EQUAL TO THE DEPTH OF THE FILL BELOW THE FOOTINGS. 19. ALL REQUIREMENTS FOR EXCAVATION CONTAINED IN THE STATE CONSTRUCTION SAFETY ORDERS AND ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY SHALL BE MET. 20. NO FILL SHALL BE PLACED UNTIL THE CITY GRADING INSPECTOR AND THE SOILS ENGINEER HAVE INSPECTED AND APPROVED THE BOTTOM EXCAVATION. THE SOILS ENGINEER SHALL LEAVE A CERTIFICATE ON THE SITE. THE CITY GRADING INSPECTOR SHALL BE NOTIFIED PRIOR TO THE PLACEMENT OF ANY FILL. 21. THE FILL SHALL BE PLACED UNDER THE INSPECTION AND APPROVAL OF THE FOUNDATION ENGINEER. A COMPACTION REPORT SHALL BE SUBMITTED TO THE DEPARTMENT UPON COMPLETION OF THE COMPACTION. GENERAL NOTES - C. FRAMING, ETC. 1. IN ADDITION TO ANY STRUCTURAL GRADE REQUIREMENTS, ALL EXPOSED WOOD BEAMS AND POSTS SHALL BE SELECTED FOR BEST APPEARANCE GRADE, WITH A MINIMUM OF KNOTS, CRACKS AND CHECKS. 2. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL ATTIC AREAS AND PLUMBING AS REQUIRED BY CODE AND SHALL CONFIRM ACCESS LOCATIONS WITH ARCHITECT PRIOR TO FRAMING. 3. THE CONTRACTOR SHALL PROVIDE SCREENED THROUGH-WALL VENTILATION TO ENCLOSED GARAGE AREAS IF REQUIRED BY CODE AND SHALL CONFIRM VENT LOCATIONS WITH ARCHITECT PRIOR TO FRAMING. 4. THE CONTRACTOR SHALL COORDINATE FRAMING WITH PROPOSED LOCATIONS OF ELECTRICAL, MECHANICAL AND PLUMBING WORK SO AS TO AVOID CHANGES IN FRAMING WHICH MIGHT CONFLICT WITH PROPOSED EQUIPMENT, FIXTURE OR DIFFUSER LOCATIONS. 5. PROVIDE FRAMED OPENINGS FOR MEDICINE CABINETS DURING ROUGH FRAMING, CONFIRMING SIZE, LOCATION AND HEIGHTS OF OPENINGS WITH ARCHITECT PRIOR TO CONSTRUCTION. 6. PROVIDE BLOCKING AS REQUIRED FOR CABINETS, TOILET PAPER HOLDERS, TOWEL BARS AND OTHER SPECIALTY ITEMS. 7. ALL EXPOSED WOOD BEAMS, DECKING OR OTHER MEMBERS INSTALLED PRIOR TO ENCLOSING THE BUILDING ENVELOPE AND COMPLETING ROOFING MEMBRANE SHALL BE PROTECTED DURING CONSTRUCTION AGAINST MOISTURE, STAINING, AND OTHER DAMAGE BY PROTECTING WITH WEATHERPROOF PLASTIC WRAPPERS AND ADDITIONAL PROTECTIVE MEASURES AS MAY BE REQUIRED UNLESS OTHERWISE NOTED. 8. ALL ROOF BEAMS AND SUPPORTING POSTS SHALL BE ANCHORED TO PROVIDE RESISTANCE AGAINST UPLIFT. POSTS SHALL BE ANCHORED TO THE FOOTINGS OR UNDER-FLOOR CONSTRUCTION. ALL ANCHORAGE SHALL NOT BE LESS THEN 1/2" BOLTS OR 1/2" LAG SCREWS. 9. FIRE BLOCK STUD WALLS (AT 10' INTERVALS [HORIZONTAL & VERTICAL]), ENCLOSED AND CONCEALED SPACES, OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, BETWEEN ATTIC AND CHIMNEY CHASE, AT STAIR STRINGERS, AND SIMILAR PLACES AT CEILING AND FLOOR LEVELS. 10. SEE STRUCTURAL NOTES AND DRAWINGS FOR ADDITIONAL INFORMATION. 11. USE A MINIMUM OF 50% OF WOOD BASED MATERIALS AND PRODUCTS, CERTIFIED IN ACCORDANCE WITH THE "FOREST STEWARDSHIP COUNCIL'S PRINCIPALS AND CRITERIA", FOR WOOD BUILDING COMPONENTS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL FRAMING AND GENERAL DIMENSIONAL FRAMING, FLOORING, FINISHES, FURNISHINGS, AND NOT RENTED TEMPORARY CONSTRUCTION APPLICATIONS SUCH BRACING, CONCRETE FORM WORK AND PEDESTRIAN BARRIERS. 12. COMPOSITE WOOD AND AGRIFIBER PRODUCTS MUST CONTAIN NO ADDED UREA-FORMALDEHYDE RESINS. GENERAL NOTES - D. ROOF, ROOF FLASHING, ETC. 10. ALL ROOF DRAINAGE SHALL BE CARRIED TO THE STREET OR OTHER CODE APPROVED DRAINAGE AREA VIA NONCORROSIVE DEVICES AS REQUIRED BY CODE. AT BASE OF ALL INTERIOR AND EXTERIOR DOWNSPOUTS PROVIDE MIN. 4" DIAMETER CLASS 315 PIPING UNDERGROUND TO STREET, ROADWAY OR A DRAINAGE SWALE. VERIFY LAYOUT WITH ARCHITECT PRIOR TO INSTALLING. SEE UTILITIES SECTION FOR ADDITIONAL INFORMATION REGARDING DRAINAGE. 11. COMPOSITION BUILT-UP ROOFING SHALL CONFORM TO U.B.C. DESIGNATION 32-1 AND 32-2 TO BE CLASS A, FIRE RETARDANT PER U.B.C. 32-7, APPLIED PER U.B.C. SECTION 3203(D)1 CONSISTING OF NOT LESS THAN: FOUR (4) LAYERS 15 LB. PERFORATED ORGANIC FIBER FELT PLUS 400 LBS. PER ROOFING SQUARE OF GRAVEL OR CRUSHED ROCK. 12. NAILS USED FOR SLATE SHINGLES AND CLAY OR CONCRETE TILE ROOFING SHALL BE COPPER, BRASS OR STAINLESS STEEL WITH GAGE AND LENGTH PER COMMON FERROUS NAILS. CLAY OR CONCRETE TILE ROOFING SHALL COMPLY WITH THE DSA PROVISIONS CONTAINED IN TITLE 24. THIS INCLUDES SUCH THINGS AS MORE NAILS FOR ATTACHMENT, WIRE LOOPS EMBEDDED IN CONCRETE TILES, ETC. THE CLAY TILE ROOF MUST BE STOCKED WITH THE ENTIRE QUANTITY OF ROOFING TILES SPREAD EVENLY OVER THE ENTIRE ROOF A MINIMUM OF 60 DAYS PRIOR TO STUCCO APPLICATION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BASE SHEET FROM THE ELEMENTS BY PROVIDING A SACRIFICIAL LAYER OF FELT PRIOR TO STOCKING THE ROOF. 13. COMPLY WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION ARCHITECTURAL SHEET METAL MANUAL, SIXTH EDITION REFERENCED ON THE CONSTRUCTION DOCUMENTS AND WHERE SPECIFIC REFERENCE TO SHEET METAL WORK IS REQUIRED. 14. COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION ROOF AND WATERPROOFING MANUAL, FIFTH EDITION, INCLUDING 2003 UPDATES REFERENCED ON THE CONSTRUCTION DOCUMENTS AND WHERE SPECIFIC REFERENCE TO ROOFING AND WATERPROOFING WORK IS REQUIRED. GENERAL NOTES - D. ROOF, ROOF FLASHING, ETC. 1. ALL ROOFS TO BE MIN. CLASS "A", MEETING CODE AND SPECIFICATIONS REQUIREMENTS. CONFIRM SPECIFICATIONS WITH OWNER AND ARCHITECT. PROVIDE A 10'X10' MOCK UP ON THE ROOF ILLUSTRATING A ROW OF STARTER TILES AND HIP TILES. SEE DRAWINGS AND DETAILS. 2. THE CONTRACTOR, ROOFING AND MEMBRANE CONTRACTOR(S) SHALL FURNISH AN UNCONDITIONAL WRITTEN GUARANTEE TO OWNER COVERING ALL MATERIALS AND INSTALLATION OF ALL NEW ROOFING, FLASHING AND WATER-PROOF MEMBRANES FOR A PERIOD OF 10 YEARS FOLLOWING FINAL COMPLETION OF CONSTRUCTION. 3. ALL BUILT UP ROOF AREAS SHALL HAVE MIN. 1/4" PER FOOT PITCH TO DRAINS FOR SPANS UP TO 20'-0", AND 1/2" PER FOOT FOR SPANS OVER 20'-0". EMERGENCY OVERFLOW SCUPPERS OR DRAINS SHALL BE INSTALLED WITH OUTLETS 2" ABOVE PRINCIPAL ROOF DRAINS, AND SHALL BE INDEPENDENT OF PRINCIPAL ROOF DRAINS OR GUTTERS. CONTRACTOR SHALL PERFORM A 72 HOUR FLOOD TEST ON ALL FLAT ROOF SYSTEMS HAVING BORDERS ON FOUR SIDES. NOTIFICATION AND DOCUMENTATION OF THIS TEST MUST BE SUBMITTED ALONG WITH CERTIFICATION FROM MANUFACTURER. 4. UNLESS OTHERWISE NOTED, ALL ROOF AREA DRAINS SHALL BE LARGE LOW PROFILE CAST IRON GENERAL PURPOSE DRAINS WITH REMOVABLE PERFORATED DOMES TO PROTECT AGAINST CLOGGING, AND SHALL BE INSTALLED WITH THE RECOMMENDED FLASHING. USE SIDE OUTLET TYPE WHERE CEILING CLEARANCE REQUIRES IT. PERFORATED DOMES SHALL BE FINE ENOUGH TO PREVENT ROOF GRAVEL FROM ENTERING DRAIN. 5. ALL ROOF, PARAPET, CHIMNEY AND OTHER FLASHING SHALL BE INSTALLED SO THAT THEY ARE WATER-TIGHT. NOTIFY ARCHITECT OF ANY POINTS WHERE WATER OR MOISTURE MAY PENETRATE FOR ADDITIONAL WATER PROTECTIVE MEASURES. 6. PARAPET COPINGS SHALL BE INSTALLED SO AS TO BE CONTINUOUS AND LEVEL, WITH WELDED SEAMS, AND SHALL BE INSTALLED TO SLOPE SLIGHTLY TOWARDS THE ROOF SIDE. UNLESS SPECIFIED, SHEET METAL GAUGE SHALL BE SUFFICIENT TO WITHSTAND DENTING OR BENDING. 7. ALL SCUPPERS, GUTTERS, DOWNSPOUTS, LEADER BOXES OR OTHER SHEET METAL WORK SHALL BE PROPERLY FLASHED AND SHALL HAVE WELDED OR SEALED WATERPROOF JOINTS. ALL BENDS, SEAMS, SPLICES OR OTHER CONNECTIONS SHALL BE STRAIGHT, SMOOTH AND CONTINUOUS WITHOUT DIMPLES OR DENTS. UNLESS SPECIFIED, SHEET METAL GAUGE SHALL BE SUFFICIENT TO WITHSTAND DENTING OR BENDING. ALL WINDOWS AND EXTERIOR DOORS ARE TO SIT IN A SOLDERED AND FORMED COPPER SILL PAN WITH MIN. 4" TURN UP AT REAR AND SIDES AND FOLDING DOWN THE FACE OF THE EXTERIOR WALL 2" AND TRAVELLING BEYOND THE WINDOW OR DOOR 2". ALL SUBSILL SYSTEMS ARE TO BE INSPECTED AND APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR AND SUBSEQUENT TO THE WINDOW AND DOOR INSTALLATION. 8. PROVIDE GALVANIC OR BITUMINOUS INSULATION AS APPROVED BY ARCHITECT BETWEEN DISSIMILAR METALS. 9. UNLESS OTHERWISE NOTED, ALL CONCEALED INTERIOR ROOF DRAIN DOWNSPOUTS SHALL BE NO HUB CAST IRON, MIN. 4" DIAMETER OR LARGER AS REQUIRED SUFFICIENT TO HANDLE ROOF AREAS. ALL CONNECTIONS SHALL BE WATER-TIGHT. OVERSIZE HOLES IN FRAMING FOR CONT. INSULATION. Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e G2.0.2 GENERAL NOTES 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 GENERAL NOTES - J. PAINT 1. CONTRACTOR SHALL INCLUDE WITHIN THE SCOPE OF HIS WORK PREPARATION, PRIMING AND FINISH OF PAINTING OF EXTERIOR WALLS AFFECTED BY ADDITIONS AND REMODELING AND INTERIOR WALLS AND CEILINGS, INCLUDING DOORS, SASH AND TRIM WORK. CONFIRM ANY EXPOSED BEAMS, DECKING, CABINETS OR WOOD TO BE STAINED AND/OR CLEAR-SEALED PRIOR TO ORDERING. CONFIRM PAINT, STAIN AND FINISH SELECTIONS AND SPECIFICATIONS WITH ARCHITECT, SUBMIT COLOR SAMPLES AND APPLY SAMPLE COLORS ON ACTUAL SURFACES TO BE PAINTED FOR ARCHITECT'S REVIEW PRIOR TO ORDERING MATERIALS. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES NECESSARY TO COMPLETE THE FINISH PAINTING OF THIS PROJECT. 3. BEFORE BEGINNING, INSPECT ALL WORK TO BE PAINTED OR STAINED AND REPORT TO ARCHITECT ANY CONDITIONS WHICH WILL PREVENT A QUALITY FINISH FROM BEING ACCOMPLISHED. COMMENCING OF WORK BY THE CONTRACTOR INDICATES HIS ACCEPTANCE OF THE SURFACE. 4. CONTRACTOR SHALL FULLY PREPARE ALL SURFACES WHICH ARE TO RECEIVE PAINT OR STAIN. PREPARATION SHALL INCLUDE, BUT NOT LIMITED TO: CAULKING ALL JOINTS, SEAMS AND CRACKS TO RECEIVE PAINT; FILLING ALL NAIL HOLES; REMOVAL OF ALL HARDWARE AND DOORS (REPLACEMENT OF SAME WHEN PAINTING IS COMPLETE); PROTECTION OF ALL HARDWARE TO REMAIN IN PLACE; INCIDENTAL SANDING OF FINISH SURFACES PRIOR TO PRIMING; FULLY MASKING EXPOSED FINISH MATERIALS AND EQUIPMENT. 5. PAINTERS SHALL NOT DUMP PAINT, TAINTED WATER, CHEMICALS OR ANY OTHER MATERIAL ON THE SITE. ALL CLEAN-UP SHALL BE DONE IN AN AREA DESIGNATED BY THE PROJECT MANAGER. ALL THINNERS, OILS AND OTHER CHEMICALS SHALL BE KEPT IN SEALED CONTAINERS AND DISPOSED OF AT APPROVED DUMP SITES. STREET DUMPING WILL NOT BE ALLOWED. 6. ALL SPACES SHALL BE BROOM CLEAN, AND ALL SURFACES TO BE PAINTED SHALL BE DRY AND CLEAN. 7. ALL WOODWORK SHALL BE CLEANED, SANDED AND DUSTED BEFORE PAINTING. ALL WOODWORK SHALL BE SANDED LIGHTLY BETWEEN COATS. 8. AFTER PRIMING HAS DRIED, APPLY PIGMENTED WHITE SHELLAC TO ALL KNOTS, PITCH AND SAPWOOD: PUTTY ALL NAIL HOLES, CRACKS, OPEN JOINTS AND OTHER DEFECTS. 9. TOPS AND BOTTOMS OF ALL DOORS SHALL BE FULLY SEALED, SANDED AND PAINTED AFTER CUTTING AND PRIOR TO HANGING. 10. INTERIOR WALLS OR DRYWALL OR PLASTER SHALL BE SEALED, PRIMED AND PAINTED. (TWO COATS OF FINAL COLOR, MINIMUM.) 11. INTERIOR PAINTED WOOD WORK SHALL BE PRIMED AND PAINTED AS SPECIFIED. THIS SHALL INCLUDE TRIM, DOORS, CABINETS (INSIDE AND OUT) AND PANELING. (TWO COATS OF FINAL COLOR, MINIMUM). 12. ALL SEMI-GLOSS AND ENAMELED SURFACES SHALL BE SANDED BETWEEN COATS TO REMOVE ANY ROUGHNESS OR BURRS. 13. SPECIFIED STAINED CABINETS SHALL BE STAINED AND RECEIVE TWO COATS SEMI-GLOSS VARNISH. SAND CABINETS SMOOTH BETWEEN COATS. 14. EXTERIOR PAINTED WOOD SHALL BE PRIMED AND RECEIVE TWO COATS PAINT, CUSTOM COLOR BY ARCHITECT. 15. EXTERIOR FINISH WOODWORK INCLUDING WOOD SIDING SHALL RECEIVE TWO COATS OIL AND TWO COATS VARNISH UNLESS OTHERWISE SPECIFIED ON PLANS. 16. UNLESS OTHERWISE NOTED, PAINTING COATS AS SPECIFIED ARE INTENDED TO COVER SURFACES COMPLETELY; IF NOT, FURTHER COATS SHALL BE APPLIED. 17. INTERIOR AND EXTERIOR PAINT AND STAIN SAMPLES SHALL BE PROVIDED BY CONTRACTOR FOR EACH COLOR OR STAIN TO OWNER AND ARCHITECT'S SATISFACTION. 18. CONTRACTOR SHALL MAKE COLOR TESTS OF ALL PAINTED AREAS IN AGREED UPON SIZES AND LOCATIONS FOR APPROVAL OF ARCHITECT. 19. WATERPROOFING OF CONCRETE AND OTHER MATERIALS SHALL BE PART OF THIS CONTRACT WHERE MATERIAL IS APPLIED BY BRUSH, ROLLER OR MECHANICAL SPRAYER. 20. PAINT SHALL BE DUNN-EDWARDS OR APPROVED EQUAL. STAINS SHALL BE DUNN-EDWARDS OR APPROVED EQUAL. WOOD OILS SHALL BE WATCO OR APPROVED EQUAL. 21. ALL PAINTS SHALL BE NEW AND MIXED FOR THE PROJECT SPECIFIED HEREIN. GENERAL NOTES - K. SPRINKLERS 1. IF REQUIRED, TO BE APPROVED BY PLUMBING DIVISION OF THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. 2. CONTRACTOR TO PROVIDE NECESSARY DRAWINGS AND SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FOR AUTOMATIC FIRE SPRINKLER SYSTEM IN COMPLIANCE WITH SANTA MONICA PLUMBING CODE (L.A.)12.21A17(D)2 PRIOR TO COMMENCING WORK. 3. CONTRACTOR TO SUBMIT SPRINKLER DRAWINGS (LOCATION, SPECIFICATIONS, ETC...) FOR APPROVAL AND REVISION BY ARCHITECT PRIOR TO INSTALLATION. GENERAL NOTES - I. FINISHES, CABINETRY, RAILINGS, ETC. 29. GUARDRAILS AT FLOOR OPENINGS AND LANDINGS TO BE A MINIMUM OF 36" IN HEIGHT WITH INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. ANY GLAZING IN GUARDRAILS SHALL BE SAFETY GLASS. 30. PROVIDE 1-1/2" TO 2" HANDGRIPS, 1-1/2" FROM WALL FOR HANDRAILS AT STAIRS, LANDINGS AND BALCONIES. UBC SECTION 3306(J). 31. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND, EXCEPT FOR PRIVATE STAIRWAYS, AT LEAST ONE HANDRAIL SHALL EXTEND NOT LESS THAN 6" BEYOND THE TOP AND BOTTOM RISERS. ENDS SHALL BE RETURNED OR TERMINATE IN POSTS. UBC SECTION 3306(J). 32. ENCLOSED USABLE SPACE UNDER INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR ONE-HOUR FIRE-RESISTIVE CONSTRUCTION. UBC SECTION 3306(M) AND (N). 33. STONE WORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND WITH THE MASONRY INSTITUTE OF AMERICA AND BUILDING STONE INSTITUTE GUIDELINES. VERIFY ALL CORNER, EDGE, SPLASH, AND OTHER DETAILS WITH ARCHITECT PRIOR TO STARTING CONSTRUCTION. 34. ALL CERAMIC, MARBLE, GRANITE, SLATE OR OTHER TILE WORK SHALL BE ACCORDING TO CURRENT STANDARDS AND SPECIFICATIONS OF THE TILE COUNCIL OF AMERICA AND CERAMIC TILE INSTITUTE. VERIFY ALL LAYOUTS, TRIM SHAPES, GROUT SELECTIONS AND WIDTH, AND OTHER SPECIFICATIONS WITH ARCHITECT PRIOR TO ORDERING TILE. 35. UNLESS OTHERWISE SPECIFIED, TILE SHALL BE INSTALLED ON A WIRE-REINFORCED MORTAR BED OVER A CLEAVAGE MEMBRANE. ALL DUST SHALL BE COMPLETELY WASHED OFF TILE PRIOR TO APPLICATION OF THE BOND COAT. BONDING MORTAR SHALL COVER 100% OF BOTH THE TILE AND THE SURFACE TO BE COVERED APPROXIMATELY 1/8" THICK. ON MARBLE TILE, USE GRAY BONDING MORTAR WITH DARKER TILE, WHITE BONDING MORTAR WITH LIGHT COLORED TILE. 36. THE CONTRACTOR SHALL PROVIDE MORTAR, MASTIC, GROUT, ALL EQUIPMENT, FINISH TILE, ALL LABOR AND ANY OTHER MATERIALS NECESSARY FOR THE COMPLETION OF TILE AS SHOWN ON PLANS. 37. TILE CONTRACTOR SHALL MAKE AN ACCURATE COUNT OF REQUIRED TILE AND TRIM (INCLUDING TYPICAL OVERAGES FOR CUTTING AND BREAKS) FOR OWNER'S VERIFICATION PRIOR TO ORDER OF TILE. 38. ALL TUB AND SHOWER WALLS TO HAVE CERAMIC TILE ON 1-1 3/4" PORTLAND CEMENT AND WIRE MESH SETTING BED FROM FLOOR TO CEILING OR AS SHOWN ON DRAWINGS. 39. ALL TILE LAYOUTS SHALL BE DISCUSSED AND APPROVED BY OWNER AND ARCHITECT PRIOR TO PLACING TILE. TILE SHALL BE CENTERED IN SPACE WHERE INSTALLED. 40. ALL TILE SHALL BE SET LEVEL AND PLUMB. ALL GROUT LINES SHALL BE OF UNIFORM WIDTH, LEVEL AND PLUMB. 41. ANY NON-CONFORMING TILE SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. CONTRACTOR SHALL REPLACE ALL MATERIALS FOR ROUGH AND FINISH AT THEIR EXPENSE. 42. CONTRACTOR SHALL CLEAN ALL POROUS TILE AND MARBLE PRIOR TO APPLICATION OF ONE COAT "WATCO TILE AND MARBLE SEALER". THIS CONTRACTOR SHALL APPLY SEALER PRIOR TO GROUTING AS PER MANUFACTURER'S SPECIFICATIONS. 43. THE USE OF GYPSUM BOARD FOR TILED WALLS OR CEILINGS IN SHOWERS AND OTHER WET AREAS IS PROHIBITED, EVEN FOR BACKING. 44. THE USE OF WONDER BOARD OR DUROCK WILL BE ACCEPTED FOR TILE SETTING BED BACKING ONLY, AND ONLY WITH ARCHITECT'S WRITTEN APPROVAL AND IF A WATERPROOF MEMBRANE IS INSTALLED BEHIND BOARD OVER STUDS. USE FULL SHEETS WHEREVER POSSIBLE TO ELIMINATE JOINTS. WHERE JOINTS ARE UNAVOIDABLE, HOLD BOARDS APART 1/8" AND USE 2" FIBERGLASS TAPE TO REINFORCE JOINTS. APPLY MIN. 1/2" THICK MORTAR BED PLUS 1/8" BONDING OVER BACKING SURFACES. 45. . INSTALLATION OF QUARRY OR CLAY TILE, BRICK OR OTHER CERAMIC OR MASONRY PRODUCTS SHALL USE A MAX. OF 0.6% BY WEIGHT LOW ALKALI SULFATE CEMENT MORTAR WITH CLEAN WASHED SAND AND ALKALI SULFATE-FREE WATER TO CONTROL EFFLORESCENCE. THE CONTRACTOR SHALL REQUIRE TILE OR BRICK MANUFACTURER TO WICK TEST AND CERTIFY IN WRITING TO ARCHITECT THAT MATERIAL IS NON-EFFLORESCENCE CONTRIBUTING. 46. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING ALL CERAMIC TILE AND OTHER FINISH MATERIALS WITH ENOUGH LEAD TIME SO THAT ORDERED MATERIAL CAN BE CONFIRMED AS ACCEPTABLE, AND ANY UNACCEPTABLE MATERIAL REPLACED, WITHOUT DELAYING CONSTRUCTION. 47. FINISH CAULKING FOR TUBS, COUNTERS, AND OTHER ITEMS SHALL BE COLOR MATCHED DAP LATEX CAULK WITH SILICON. 48. HARDWOOD FOR FLOORS SHALL BE TOP GRADE KILN DRIED MATERIAL, DELIVERED TO THE JOB SITE AND ALLOWED TO ACCLIMATIZE INSIDE THE FINISHED HEATED OR AIR CONDITIONED SPACE FOR AT LEAST TWO WEEKS PRIOR TO INSTALLATION. HARDWOOD FLOORS SHALL BE INSTALLED OVER A MEMBRANE LAYER OF ROSINIZED (PINK) PAPER OVER PLYWOOD SUBFLOOR. DO NOT USE FELT OR ASPHALT PAPER. THE GENERAL CONTRACTOR AND FLOORING CONTRACTOR SHALL CONFIRM INSTALLATION AND FINISHING SPECIFICATIONS WITH ARCHITECT PRIOR TO ORDERING MATERIAL. 49. UNLESS NOTED OTHERWISE, HARDWOOD FLOORS SHALL BE FINISHED WITH A MINIMUM 3-COATS OF HARDCO NON-YELLOWING MOISTURE CURE CLEAR URETHANE, STAIN FINISH, APPLIED PER MANUFACTURER'S RECOMMENDATIONS. 50. ALL CABINETRY AND MILL WORK SHALL BE ACCORDING TO CURRENT WOODWORKERS INSTITUTE OF CALIFORNIA HANDBOOK STANDARDS, PREMIUM GRADE. ALL DRAWERS AND SLIDING UNITS TO BE INSTALLED WITH FULL EXTENSION ACCURIDE #4037 (24" MAXIMUM WIDTH) AND #4025 (42" MAXIMUM WIDTH) GUIDES OR EQUAL AS APPROVED BY ARCHITECT. CABINET SUBCONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS OF ALL CABINETS, COUNTERS, AND OTHER BUILT-IN CABINETRY TO ARCHITECT FOR REVIEW. CONFIRM CABINET STYLES, CONSTRUCTION TYPE, HINGES AND HARDWARE WITH ARCHITECT PRIOR TO FINALIZING CONSTRUCTION CONTRACT. WOODWORKERS INSTITUTE OF CALIFORNIA HANDBOOK STANDARDS, PREMIUM GRADE. ALL DRAWERS AND SLIDING UNITS TO BE INSTALLED WITH FULL EXTENSION ACCURIDE #4037 (24" MAXIMUM WIDTH) AND #4025 (42" MAXIMUM WIDTH) GUIDES OR EQUAL AS APPROVED BY ARCHITECT. CABINET SUBCONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS OF ALL CABINETS, COUNTERS, AND OTHER BUILT-IN CABINETRY TO ARCHITECT FOR REVIEW. CONFIRM CABINET STYLES, CONSTRUCTION TYPE, HINGES AND HARDWARE WITH ARCHITECT PRIOR TO FINALIZING CONSTRUCTION CONTRACT. THE CONTRACTOR SHALL INCLUDE IN CONSTRUCTION CONTRACT INSTALLATION OF ALL FINISH HARDWARE, INCLUDING BUT NOT LIMITED TO CABINET PULLS, KNOBS, DOOR STOPS, TOWELS BARS, TOILET PAPER HOLDERS AND OTHER MISCELLANEOUS ITEMS, REGARDLESS OF WHETHER THESE ITEMS ARE SUPPLIED BY OWNER OR AN ALLOWANCE. 51. THE CONTRACTOR SHALL INCLUDE IN CONSTRUCTION CONTRACT INSTALLATION OF ALL FINISH HARDWARE, INCLUDING BUT NOT LIMITED TO CABINET PULLS, KNOBS, DOOR STOPS, TOWELS BARS, TOILET PAPER HOLDERS AND OTHER MISCELLANEOUS ITEMS, REGARDLESS OF WHETHER THESE ITEMS ARE SUPPLIED BY OWNER OR AN ALLOWANCE. 52. THE CONTRACTOR SHALL REVIEW RAILINGS AND RAILING DETAILS WITH ARCHITECT PRIOR TO FINALIZING CONTRACT. RAILING SUBCONTRACTOR SHALL SUBMIT SAMPLES AND DETAILED SHOP DRAWINGS FOR ARCHITECT'S REVIEW PRIOR TO MANUFACTURE. 53. TILE INSTALLATION SHALL INCLUDE QUARTER ROUND TRIM PIECES AT ALL EDGES WHERE MATERIAL CHANGE OCCURS. VERIFY FINAL LAYOUT WITH OWNER/ARCHITECT PRIOR TO ORDERING MATERIAL. 54. PROVIDE NONABSORBENT WALL ADJACENT TO SHOWER 70" ABOVE DRAIN (CEMENT PLASTIC, TILE, OR EQUAL) AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. DOORS MUST SWING OUT. WINDOWS IN ENCLOSURE SHALL BE SAFETY GLAZING WHEN LESS THAN 60" ABOVE THE DRAIN. (410.4 UPC; 2406.4 UBC) 510 (B), 540(D)2. GENERAL NOTES - I. FINISHES, CABINETRY, RAILINGS, ETC. 1. THE CONTRACTOR SHALL SUBMIT ACTUAL MATERIAL SAMPLES FOR ARCHITECT'S AND OWNER'S REVIEW OF ALL FINISH MATERIALS, PAINT AND STAINS PRIOR TO ORDERING MATERIALS. 2. EXTERIOR STUCCO SHALL BE MINIMUM 3-COAT APPLICATION OVER 3/4 LB. PER SQ. YD. EXPANDED METAL LATH, FABRICATED FORM GALVANIZED SHEETS, AND SECURELY FASTENED OVER TWO LAYER WATER RESISTANT GRADE B KRAFT PAPER. TWO LAYERS WATER RESISTANT GRADE B KRAFT PAPER MUST BE KEPT COVERED, PROTECTED FROM SUNLIGHT, AT ALL TIMES PRECEDING STUCCO APPLICATION. 3. FASTEN ALL STUCCO LATH WITH FURRING NAILS, NOT STAPLES, REGARDLESS OF WHETHER OR NOT LATH IS SELF-FURRING. 4. ALL WINDOW, DOOR AND OTHER OPENING CORNERS SHALL BE REINFORCED WITH EXPANDED METAL LATH NAILED DIAGONALLY ACROSS CORNER. 5. INSTALL CONTINUOUS WEEP SCREEDS AT BASE OF STUCCO WALLS TO LAP OVER CONCRETE FOUNDATIONS JUST BELOW FLOOR FRAMING SILL PLATE, TYPICAL. AT ALL HARD EXTERIOR PAVED SURFACES, SUCH AS PATIOS, DRIVEWAYS, ETC. INSTALL WEEP SCREED 3/8" ABOVE FINISHED PAVING AND LEAVE UNCAULKED. 6. PLASTER COLOR OR FINISH COAT SHALL BE APPLIED FREE FROM SHATTERING OR CHECKS. 7. DRYWALL SHALL BE PLUMB, LEVEL AND TRUE WITH PRECISE, UNIFORM CORNERS. TOLERANCE FOR FLATNESS SHALL BE 1/8" OVER SIX FEET IN ANY DIRECTION. 8. ALL CORNERS AND ANGLES SHALL BE UNIFORM TRUE AND PLUMB. 9. PLASTER CONTRACTOR SHALL PROVIDE SAMPLES OF TEXTURES AS REQUESTED BY ARCHITECT. 10. PLASTER COLOR SKIM COAT SHALL BE FINISHED FROM TOP OF WEEP SCREED TO 4" BELOW LINE OF FINISH GRADE. 11. PLASTER WORK REJECTED DUE TO NON-CONFORMANCE WITH SPECIFICATIONS OR PLANS SHALL BE REPEATED OR REPLACED AT THE EXPENSE OF THIS CONTRACTOR. ANY COSTS NECESSARY TO THIS WORK SHALL BE BORNE BY THIS CONTRACTOR. 12. PROVIDE GALVANIZED STEEL CASING BEADS AND CASING BEADS AT ALL APPLICABLE CONDITIONS UNLESS SHOWN OTHERWISE. 13. PLASTER FINISH ON CMU OR CONCRETE WALLS SHALL BE APPLIED IN 2 COATS OVER A SURFACE APPLIED BONDING AGENT COMPLYING WITH ASTM C 932-80 (R1985). 14. EXTERIOR CEMENT PLASTER SHALL RECEIVE SMOOTH FINE FLOAT STEEL TROWEL FINISH WITH 30 GRAIN SILICA SAND AGGREGATE. 15. CONFIRM STUCCO FINISH WITH ARCHITECT PRIOR TO FINALIZING ESTIMATE. 16. UNLESS OTHERWISE NOTED, ALL PLASTER MATERIALS AND INSTALLATION SHALL BE ACCORDING TO CURRENT U.S. GYPSUM HANDBOOK SPECIFICATIONS AND APPLICABLE CODE REQUIREMENTS. 17. GYPSUM WALLBOARD MATERIALS SHALL BE "U.S. GYPSUM", 5/8" MINIMUM THICKNESS OR EQUAL CONFORMING TO A.S.T.M. C-36. 18. ALL MATERIALS SHALL BE DELIVERED IN THE ORIGINAL PACKAGING. 19. GYPSUM BOARD SHALL BE STACKED FLAT, OFF THE GROUND AND BE PROTECTED FROM WEATHER. 20. CONTRACTOR SHALL PROVIDE SHORING AND/OR DISBURSEMENT OF MATERIAL TO ENSURE THAT FLOOR JOISTS DO NOT SAG FROM WEIGHT OF STORED MATERIAL. 21. CONTRACTOR SHALL EXAMINE ALL SURFACES TO RECEIVE DRYWALL BEFORE COMMENCING ANY WORK OF THIS SECTION AND NOTIFY ARCHITECT OF ANY UNSATISFACTORY CONDITIONS. 22. PLASTER SHALL BE FINISHED PLUMB, FLAT AND TRUE WITH NO BLADE MARKS SO AS TO PROVIDE FLAT WALLS AND CEILINGS. 23. CUT-OUT OPENINGS FOR ELECTRICAL AND PLUMBING FIXTURES SHALL ALLOW NO MORE THAN 1/8" GAP. 24. ALL EXCESS MUD AND GYPSUM MATERIAL SHALL BE REMOVED FROM THE SITE. MUD SHALL BE CLEANED FROM WALL OUTLETS, PLUMBING STUBS AND LIGHTING FIXTURES. 25. ONE HOUR FIRE RESISTIVE WALLS SHALL BE SURFACED IN 5/8" TYPE "X" GYPSUM WALL BOARD. 26. ALL GYPSUM WALLBOARD TO BE SMOOTH FINISH. 27. DRYWALL ATTACHMENT SHALL BE 1-1/2" MIN. DRYWALL SCREWS AT 7" SPACING AT SHEET EDGES, 7" SPACING AT INTERMEDIATE SUPPORTS AND SHALL BE INSPECTED AND APPROVED PRIOR TO TAPING. 28. BATHROOM ACCESSORIES, SUCH AS TOWEL BARS, SOAP DISHES, ETC. ON OR WITHIN WALLS SHALL BE SEALED AGAINST MOISTURE. UBC SECTION 510(B). GENERAL NOTES - E. ENERGY/INSULATION 1. ALL EXTERIOR AND INTERIOR WALLS SHALL BE INSULATED WITH FIBERGLASS BATT INSULATION WITH A MINIMUM THERMAL RESISTANCE AS SPECIFIED ON TITLE 24. 2. ALL NEW CEILINGS AND SUBFLOORS SHALL BE INSULATED WITH FIBERGLASS BATT INSULATION, WITH A MINIMUM THERMAL RESISTANCE AS SPECIFIED ON TITLE 24. THE SUBFLOOR INSULATION MUST BE WIRED IN PLACE. ALL RAISED FLOOR SHALL BE INSULATED WITH FIBERGLASS BATT INSULATION WITH A MINIMUM THERMAL RESISTANCE AS SPECIFIED ON TITLE 24. 3. INSULATION THICKNESS AND THERMAL RESISTANCE SHALL CONFORM TO TITLE 24 REGULATIONS FOR CLIMATE ZONE OF JOB SITE. CONFIRM INSULATION TYPE AND THICKNESS WITH OWNER AND ARCHITECT PRIOR TO FINALIZING GENERAL CONSTRUCTION CONTRACT. 4. BUILDINGS LOCATED IN CLIMATE ZONES 1, 14 AND 16 SHALL BE PROVIDED WITH VAPOR BARRIERS. 5. ANY OPERABLE GLASS DOORS OR WINDOW SHALL BE CERTIFIED AND LABELED TO SHOW CONFORMANCE WITH AIR INFILTRATION STANDARDS FOR 1972 AMERICAN NATIONAL STANDARDS INSTITUTE (A134.1, A134.2, A134.3, A134.4) WHEN TESTED PRESSURE DIFFERENTIAL OF 1.57, 16/FT2. AS PER ASTM E293-73. CONFIRM TYPE OF WEATHERSTRIPPING AND SPECIFICATIONS WITH ARCHITECT PRIOR TO FINALIZING CONSTRUCTION CONTRACT AND SUBCONTRACTS. 6. DOORS AND WINDOW BETWEEN CONDITIONED AND OUTSIDE OR UNCONDITIONED SPACES SUCH AS GARAGES AND COMPARTMENTS FOR CENTRAL AIR GAS FURNACES SHALL BE FULLY WEATHERSTRIPPED. 7. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHERSTRIPPED WITH "Q-LON" INTEGRAL WEATHERSTRIPPING OR APPROVED EQUAL. 8. ALL CONTINUOUSLY CIRCULATING DOMESTIC HEATING OR HOT WATER PIPING SHALL BE INSULATED AS REQUIRED BY THE PLUMBING DIVISION. 9. A CERTIFICATE OF COMPLIANCE (AVAILABLE AT BUILDING DEPARTMENT OFFICE) SHALL BE SIGNED BY THE INSULATION CONTRACTOR, CERTIFYING CONFORMANCE WITH CURRENT ENERGY REGULATION: CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, STATE OF CALIFORNIA. CERTIFICATE SHALL BE PROMINENTLY POSTED ON THE SITE. 10. NEW MASONRY AND FACTORY BUILT FIREPLACES SHALL HAVE THE FOLLOWING: a. TIGHT FITTING CLOSING METAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX. b. A COMBUSTION AIR INTAKE, TO DRAW AIR FROM THE OUTSIDE OF THE BUILDING DIRECTLY INTO THE FIREBOX, WHICH IS AT LEAST SIX SQUARE INCHES IN AREA AND IS EQUIPPED WITH A READILY ACCESSIBLE, OPERABLE AND TIGHT FITTING DAMPER. c. TIGHT FITTING FLUE DAMPER WITH READILY ACCESSIBLE CONTROL. d. CONTINUOUS BURNING PILOT LIGHTS ARE PROHIBITED. 11. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING TO CHAPTER 10 OF THE 1979 UNIFORM MECHANICAL CODE. ALL JOINTS OF THE DUCT SYSTEM SHALL BE TIGHTLY SEALED WITH MASTIC OR TAPE. 12. GAS FIRED HOUSEHOLD HEATING AND COOLING APPLIANCES, SHOWER HEADS AND FAUCETS SHALL COMPLY WITH THE APPLIANCE EFFICIENCY STANDARDS. a. H.V.A.C. TO BE GAS FIRED. 13. GENERAL LIGHTING IN KITCHEN AND BATHROOMS SHALL HAVE AN EFFICIENCY OF NOT LESS THAN 40 LUMENS/WATT. 14. THERMOSTATICALLY CONTROLLED HEATING OR COOLING SYSTEMS (EXCEPT HEAT PUMPS) SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH CAN BE MANUALLY PROGRAMMED TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST TWO PERIODS WITHIN 24 HOURS. 15. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURE AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL. 16. THE BATTS OR BLANKETS SHALL COMPLETELY COVER ALL SPACES INDICATED ON THE DRAWINGS TO BE INSULATED. THE INSULATION SHALL BE FITTED SNUGLY BUT NOT BE FORCED INTO PLACE; BUT CUT TO FIT ANY IRREGULAR SPACES OR ANGLES AND BE HAND PACKED AS NECESSARY TO FILL ANY VOIDS. 17. CAULK AROUND ALL PLUMBING AND ELECTRICAL PENETRATIONS INTO THE BUILDING ENVELOPE. 18. CAULK AND SEAL AROUND ALL WINDOW AND DOOR FRAMES AND BETWEEN WALL SOLE PLATES AND FLOORS AND BETWEEN EXTERIOR WALL PANELS. 19. THE SURFACE TO BE CAULKED SHALL BE PRIMED WITH HE PRIMER RECOMMENDED BY THE MANUFACTURER OF THE SEALANT BEING USED AND IN ACCORDANCE WITH THEIR INSTRUCTIONS. 20. ALL JOINTS AND PENETRATIONS TO BE CAULKED AND SEALED. 21. THE WEATHERSEALING SHALL BE UNIFORMLY SMOOTH, FREE OF WRINKLES, FLUSH WITH ADJACENT SURFACES AND ABSOLUTELY WATERTIGHT. 22. HEATING AND AIR CONDITIONING EQUIPMENT TO BE SIZED FROM ENERGY CALCULATIONS (SEE ENERGY CALCULATIONS). BID IS TO PROVIDE FOR A DESIGN BUILD SYSTEM ALLOWING FOR A CALCULATION OF 1 TON PER EVERY 400 SQ. FT. OF LIVING SPACE. 4 ZONES. 23. NEW H.V.A.C. EQUIPMENT IS TO BE CERTIFIED WITH DUCT CONSTRUCTION INSTALLATION AND INSULATION TO CONFORM TO THE PREVAILING MECHANICAL CODE. 24. CONTRACTOR SHALL PROVIDE AND INSTALL COMPLETE H.V.A.C. SYSTEM AS REQUIRED TO FULLY CONDITION PROJECT DESCRIBED HEREIN. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: EXHAUST FANS AND EVAPORATIVE COOLER; ALL DUCT WORK; REGISTERS; DIFFUSERS, LOUVERS AND DAMPERS; DUCT AND PLENUM INSULATION; AIR CONDITIONING UNITS. 25. NEW WATER HEATERS REQUIRE R-12 OR GREATER HOT WATER HEATER BLANKET WITH THE FIRST FIVE FEET OF INLET/OUTLET PIPING IN UNCONDITIONED SPACE TO BE MIN. 4-3 INSULATED. 26. GAS APPLIANCES TO HAVE INTERMITTENT IGNITION DEVICE (ECLECTIC PILOT). 27. ALL SLIDING GLASS DOORS AND WINDOWS SHALL BE LABELED IN COMPLIANCE WITH AAMA 402.9 AND 302.9. 28. ALL FAN SYSTEMS EXHAUSTING AIR FORM THE BUILDING ENVELOPE TO OUTSIDE SHALL HAVE BACKDRAFT DAMPERS. 29. RE-CIRCULATING HOT WATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED. 30. AN ENERGY COMPLIANCE CARD SHALL BE POSTED AT A CONSPICUOUS LOCATION WITHIN THE BUILDING. 31. CONTRACTOR SHALL PROVIDE A SCALED SHOP DRAWING SPECIFYING ALL EQUIPMENT, MATERIAL, DUCT RUNS AND REGISTER LOCATIONS FOR APPROVAL AND REVISION PRIOR TO COMMENCING FABRICATION. 32. ALL REGISTERS AND GRILLS SHALL BE LOCATED WITH ON-SITE APPROVAL OF THE ARCHITECT. 33. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING TO CHAPTER 10 OF THE LATEST EDITION OF THE UNIFORM MECHANICAL CODE. ALL PARTS OF THE DUCT SYSTEM SHALL BE TIGHTLY SEALED WITH MASTIC OR TAPE. 34. H.V.A.C. SUPPLY DIFFUSERS TO BE LOCATED ON WALLS APPROXIMATE. EIGHT FEET ABOVE FINISHED FLOOR. FINAL LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO COMMENCEMENT OF WORK. ROOMS WITH HARDWOOD FLOORS TO HAVE DIFFUSERS LOCATED IN THE FLOOR WITH FLUSH STAINED OAK GRILLS FINISHED TO MATCH FLOOR. SUPPLY TO BE THROUGH CRAWL SPACE AT FIRST FLOOR AND ATTIC AT SECOND LEVEL, ALL DUCT RUNS TO HAVE ADJUSTABLE DAMPERS AT EACH ROOM TO PERMIT SYSTEM MANUALLY BALANCING. DUCTS TO BE LINED WITH SOUND INSULATING MATERIAL. 35. H.V.A.C. RETURN AIR TO BE DUCTED FROM AT LEAST TWO LOCATIONS PER ZONE, PROPERLY SEPARATED FOR PROPER PERFORMANCE. GENERAL NOTES - F. DOORS AND WINDOWS 1. PRIOR TO INSTALLATION, ALL PAINTED WOOD DOOR AND WINDOW FRAMES SHALL BE PRIMED WITH AN OIL-BASED PRIMER, INCLUDING BACK SIDES OF FRAMES, FRAME BUCKS AND END GRAIN CUTS. STAINED WOOD FRAMES SHALL BE BACK-PRIMED SO AS NOT TO SHOW IN FINISH. 2. GLASS DOORS, GLAZING IN BATH AND SHOWER ENCLOSURES, ADJACENT GLASS PANELS WITHIN 24" OF DOORS, AND ALL GLAZED OPENINGS WITHIN 18" OF THE ADJACENT FLOOR OR LANDING AND HAVING A TOP EDGE GREATER THAN 36" ABOVE THE FLOOR SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD, AND GLAZING IN GUARDRAILS. 3. ALL OPENINGS IN EXTERIOR WALLS, INCLUDING WINDOWS AND DOORS, SHALL COMPLY WITH L.A. CITY SPECIFICATIONS FOR SECURITY OPENINGS. SEE SECURITY NOTES AND DOOR AND WINDOW SCHEDULES FOR ADDITIONAL INFORMATION. 4. ALL EXTERIOR AND INTERIOR DOORS SHALL BE INSTALLED WITH 1-1/2 PAIR OF HINGES UNLESS NOTED OTHERWISE. VERIFY HINGE TYPE AND FINISH WITH ARCHITECT PRIOR TO ORDERING. 5. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED AT HEADS, JAMBS, AND MEETING STILES WITH CONTINUOUS INTERLOCKING TYPE BRONZE WEATHERSTRIPPING. ALL EXTERIOR DOOR SILLS SHALL BE PROVIDED WITH EXTRUDED BRONZE INTERLOCKING THRESHOLDS WITH CONCEALED BRONZE HOOKS AND RAIN DRIPS. WEATHERSTRIPPING SHALL BE PEMKO OR EQUAL AS APPROVED BY ARCHITECT. 6. SEE ENERGY SECTION FOR ADDITIONAL INFORMATION REGARDING WEATHERSTRIPPING, ETC. 7. SHOP DRAWINGS REQUIRED ON DOORS AND WINDOWS FOR EACH TYPE AND CONDITION. GENERAL NOTES - G. UTILITIES, PLUMBING AND DRAINAGE 1. THE CONTRACTOR SHALL CONSULT REPRESENTATIVES OF LOCAL UTILITIES, INCLUDING GAS, WATER, POWER, SEWER, TELEPHONE AND TV WHERE APPLICABLE, CONCERNING LOCATIONS AND AVAILABILITY OF UTILITIES PRIOR TO COMMENCING WORK OR CONNECTING UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITY LINES. LOCATIONS AND ELEVATIONS OF ALL EXISTING AND NEW MAINS AND METERS SHALL BE CONFIRMED ON THE RECORD DRAWINGS. 2. EXCEPT AS PROVIDED BY ARCHITECT IN THE CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL DESIGN, PREPARE NECESSARY PLANS, HAVE PLANS CHECKED AND OBTAIN BUILDING PERMITS FOR ALL PLUMBING SYSTEMS AND EQUIPMENT. 3. PLUMBER SHALL PROCURE ALL NECESSARY PERMITS PRIOR TO COMMENCING INSTALLATION. 4. THE CONTRACTOR SHALL PROVIDE A SHOP DRAWING, TO SCALE, OF ROUGH PLUMBING LAYOUT FOR HOT AND COLD WATER, WASTE, WASHER SPACE, VENT DRYER TO OUTSIDE AIR, INCLUDING GROUNDWORK AND ALL RISERS FOR APPROVAL PRIOR TO COMMENCING WORK. 5. ALL WATER SUPPLY LINES TO BE "TYPE L" COPPER. 6. COPPER LINES SHALL HAVE INSULATION COUPLINGS WHERE CONNECTING TO EXISTING TYPE "L" GALVANIZED IRON OR STEEL PIPE WHICH CANNOT BE CHANGED TO COPPER. 7. MAIN WATER LINE TO DOMESTIC SYSTEM SHALL BE INSTALLED WITH SEPARATE GATE VALVE AND PRESSURE REGULATOR AT HOUSE ENTRY POINT. 8. HOSE BIBS AND IRRIGATION SYSTEMS SHALL NOT BE CONNECTED TO BUILDING WATER SYSTEM, BUT SHALL BE FED FROM MAIN WATER LINE BEFORE BUILDING SYSTEM PRESSURE REGULATOR AND MAIN VALVE. 9. THE CONTRACTOR SHALL PROVIDE NEW MAIN UNDERGROUND SDR-35 SEWER LINES AND NEW WASTE LINES OF SUFFICIENT SIZE, INCLUDING ACCESSIBLE CLEANOUTS AT CONNECTIONS, BENDS OR ELSEWHERE AS REQUIRED BY CODE. 10. THE CONTRACTOR SHALL STUB OUT AND OR HOOK-UP SEWER LATERAL AT PROPERTY LINE ADJACENT TO NEAREST AVAILABLE POINT OF CONNECTION WITH SEWER MAIN. 11. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ROUGH PLUMBING, WATER HEATER, PRESSURE REGULATOR (IF REQUIRED). WATER SOFTENER (IF REQUIRED), COMPLETE HOT WATER RECIRCULATING SYSTEM, A/C CONDENSATE LINE, COMPLETE IN-WALL ROOF DRAIN SYSTEM, P TRAPS, BRAS AND SUPPORTS, ANGEL STOPS, VALVES ETC. NECESSARY FOR THE TILE INSTALLATION OR THE FINISHED FIXTURE. 12. THE CONTRACTOR SHALL INSTALL OWNER SUPPLIED FINISH FIXTURES. 13. ALL DRAINS AND WASTE SHALL BE CAST IRON. ALL VENTS TO BE ABS. (SEE NOTE 21) 14. ALL VENTS, COPPER LINES AND WASTE LINES SHALL BE LOCATED SO AS TO ALLOW LOCATION, PER PLAN, OF ELECTRICAL AND OTHER FINISH FIXTURES. ALL CLEAN OUT LOCATIONS ARE TO BE SUBMITTED AND APPROVED PRIOR TO INSTALLATION. 15. THE CONTRACTOR SHALL DO ALL EXCAVATION AND BACKFILLING REQUIRED FOR THE WORK SPECIFIED IN THIS SECTION. EXCAVATION AND BACKFILLING SHALL BE IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS. 16. STORAGE TYPE WATER HEATERS AND STORAGE TANKS FOR SOLAR WATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED WITH INSULATION OF R-12 OR GREATER, UNLESS INTERNALLY INSULATED. 17. PROVIDE MINIMUM R-3 INSULATION OF WATER HEATER INLET AND OUTLET PIPE FOR FIRST FIVE FEET IN UNCONDITIONED SPACE. 18. GAS FIRED HOUSEHOLD HEATING AND COOLING APPLIANCES, SHOWER HEADS AND FAUCETS SHALL COMPLY WITH THE APPLIANCE EFFICIENCY STANDARDS. LOW FLOW TOILETS (1.6 GAL), SHOWER HEADS (2.5 GPM) AND FAUCETS (2.2 GPM). 19. ALL WATER OUTLETS, HOSE BIBS, ETC. SHALL BE FASTENED SECURELY IN PLACE AT REGULAR INTERVALS ALONG WALL STUDS OR SUPPORTS. ALL PLUMBING PROJECTIONS SHALL BE FIRMLY IN PLACE PRIOR TO PLACING FIXTURE. 20. STRAP ALL FIRE PLACE GAS LINES IN PLACE AND PRESSURE TEST FOR LEAKS, INCLUDING SECTION OF LINES FROM KEY VALVES TO LOG LIGHTERS, AND REPAIR ANY LEAKS PRIOR TO ENCLOSING WALLS. GAS LINES THROUGH FIREBOXES SHOULD BE GROUTED SOLID TO PREVENT PIPE MOVEMENT AND TO CLOSE ANY AIR LEAKAGE. 21. PLASTIC VENT PIPES WHERE PERMITTED SHALL BE A.B.S. AS APPROVED PER ASTM STANDARD D2261-73. THE VENTS FLASHING THROUGH THE ROOF SHALL BE LEAD TYPE. WASTE AND DRAIN LINES INSIDE THE STRUCTURE ABOVE THE FIRST FLOOR LINE SHALL BE CAST IRON AND FULLY WRAPPED WITH INSULATION TO REDUCE SOUND THROUGH WALL AND CEILINGS. PLASTIC A.B.S. WASTE AND DRAIN LINES WHERE PERMITTED SHALL BE USED BELOW SLAB OR UNDERGROUND. 22. CATCH BASINS SHALL BE INSTALLED WHERE INDICATED ON PLANS OR REQUIRED BY JOB SITE CONDITIONS, AND SHALL BE CONNECTED UNDERGROUND TO STREET OR STORM SEWER. CATCH BASINS SHALL BE CONCRETE AND PROVIDED WITH CAST IRON GRILLS. 23. UNLESS OTHERWISE NOTED OR REQUIRED BY CODE, ALL UNDERGROUND STORM DRAIN LINES SHALL BE SDR35 AND MIN. 4" DIAMETER OR GREATER AS REQUIRED TO HANDLE LOAD. ALL CONNECTIONS SHALL BE PROPERLY JOINED AND SEALED SO THAT THEY ARE WATER-TIGHT. SEE ROOF SECTION FOR ADDITIONAL INFORMATION REGARDING COORDINATION WITH ROOF DRAINAGE. ALL WASTE AND STORMWATER PIPING SHALL BE SHADED WITH A MINIMUM OF 6" OF SAND PRIOR TO BACKFILL. 24. ALL NEW HOT WATER HEATERS SHALL BE AMERICAN OR EQUAL UNLESS OTHERWISE NOTED ON PLANS, C.E.C. CERTIFIED, RAPID RECOVERY, SIZED TO PROVIDE ADEQUATE VOLUME OF HOT WATER TO FIXTURES SERVED, AND INSTALLED ON SMITTY PANS WITH CONCEALED DRAINS TO EXTERIOR. HEATER DRAINS AND T & P VALVES SHALL BE POSITIONED AND EXTENDED TO DRAIN INTO SMITTY PAN. ALL HOT WATER HEATERS OVER 4 FEET HIGH SHALL BE ANCHORED PER SECTION 91.4919(D) AND MEMORANDUM OF THE GENERAL DISTRIBUTION #27. 25. THE CONTRACTOR SHALL INSTALL AN INSULATED HOT WATER RECIRCULATING SYSTEM ON A TIMER TO ALL FIXTURES, WITH PUMP AND TIMER LOCATIONS AT THE HOT WATER HEATER. 26. THE CONTRACTOR SHALL CONFIRM ARRANGEMENTS FOR ANY TEMPORARY POWER AND TELEPHONE SERVICE WITH OWNER PRIOR TO FINALIZING CONTRACT. SEE ELECTRICAL PLANS FOR ELECTRICAL WORK. 27. A 12" MINIMUM ACCESS PANEL TO BATHTUB TRAP CONNECTION IS REQUIRED UNLESS PLUMBING IS WITHOUT SLIP JOINTS. 28. ULTRA-LOW PLUMBING FIXTURES ARE REQUIRED ON ALL NEW DEVELOPMENT AND REMODELING WHERE PLUMBING IS TO BE ADDED (MAX. 1.6 GAL. TOILETS AND 1.0 GAL. URINALS AND LOW FLOW SHOWER HEADS). GENERAL NOTES - H. ELECTRICAL 1. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, MATERIALS, LABOR AND SERVICES FOR THE INSTALLATION OF ALL THE ELECTRICAL WORK FOR THE PROJECT DESCRIBED HEREIN. 2. THE WORK SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: a. FURNISHINGS AND INSTALLING OF ALL LIGHTING FIXTURES COMPLETE WITH HANGERS, LAMPS AND ACCESSORIES; EXCEPT THOSE NOTED N.I.C. (NOT IN CONTRACT), OR BY OWNER. b. FURNISHINGS AND INSTALLING COMPLETE WIRING SYSTEM INCLUDING CONDUITS, WIRES, WIRING DEVICES, BOXES SUPPORTS, ETC. (ALL WIRING TO BE RUN IN RIGID OR FLEXIBLE METAL CONDUIT). c. TELEPHONE SYSTEM INCLUDING EMPTY CONDUITS WITH NYLON PULL ROPE, OUTLET BOXES. d. FURNISHING AND INSTALLING LINE VOLTAGE CONDUITS AND WIRING, CONDUITS FOR LOW VOLTAGE WIRING FOR AIR CONDITIONING SYSTEM. e. FURNISHING AND INSTALLING TELEVISION OUTLET BOXES AND ANTENNAE OR CABLE FEED WIRING. f. FINAL CONNECTION TO ALL EQUIPMENT. g. ROUGH-IN FOR OWNER SUPPLIED FIXTURES AND APPLIANCES, INSTALLATION OF SAME. h. ALL EXCAVATION, SAND SHADING AND BACKFILLING REQUIRED UNDER THIS SECTION. i. NECESSARY GROUNDING SYSTEM FOR EQUIPMENT AND NEUTRAL. j. ARRANGING FOR AND INSTALLATION OF TEMPORARY POWER. 3. CONTRACTOR SHALL PREPARE NECESSARY DRAWINGS AND SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMITS PRIOR TO COMMENCING WORK. 4. ELECTRICIAN SHALL PROVIDE WIRING DIAGRAM TO ARCHITECT FOR APPROVAL AND REVISION PRIOR TO COMMENCING WORK. 5. ALL JUNCTION BOXES, CONVENIENCE RECEPTACLES, TELEPHONE AND TELEVISION OUTLETS SHALL BE TACKED INTO PLACE AS PER PLAN AND APPLICABLE BUILDING CODE REQUIREMENTS FOR APPROVAL OF ARCHITECT PRIOR TO INSTALLATION AND RUNNING CONDUIT. 6. ALL OUTLET BOXES LOCATED IN-WALL OR CONCEALED SHALL BE GALVANIZED ONE-PIECE STEEL, KNOCKOUT TYPE. 7. ALL OUTLET BOXES INCLUDING JUNCTION BOXES SHALL BE RIGIDLY SUPPORTED INDEPENDENT FROM CONDUIT. 8. ALL CONDUIT SHALL BE 3/4" FLEXIBLE METAL. 9. CONDUIT, HANGERS, LIGHTING FIXTURES, ETC. SHALL BE SUPPORTED AND FASTENED TO STRUCTURAL MEMBERS. 10. ALL LAY-IN/RECESSED LIGHTING FIXTURES SHALL BE INSTALLED TO PROVIDE A NON-COMBUSTIBLE ASSEMBLY. 11. CONVENIENCE RECEPTACLES SHALL BE N.E.C. GROUNDING TYPE. 12. ELECTRICAL PANEL SHALL HAVE QUICK-LAG, MOLDED CASE BREAKERS, BOLT-ON TYPE (1/2 SIZING AND/OR RANDOM BREAKERS-NOT ACCEPTABLE). PROVIDE A TYPE WRITTEN PANEL DIRECTORY FOR EACH. 13. ALL WIRING SHALL BE COLOR CODED THROUGHOUT PER N.E.C. COLOR CODE SHALL IDENTIFY SAME PHASE THROUGHOUT THE SYSTEM. 14. GROUNDING ROD SHALL BE INSTALLED AND TESTED TO INSURE PROPER GROUNDING OF ALL WIRING. 15. THE ENTIRE INSTALLATION SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A CLEAN, WORKMANLIKE MANNER. 16. ALL SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP/ DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY SERVE. Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e G2.0.3 GENERAL NOTES 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 GENERAL NOTES - L. SECURITY 1. SECURITY AND LOCKING DEVICES SHALL NOT CREATE HAZARDS TO LIFE BY OBSTRUCTING: a. EXITWAYS OR MEANS OF EGRESS. b. WINDOWS CLASSIFIED AS EMERGENCY EXIT FACILITIES. c. EXIT DOORS EQUIPPED WITH "PANIC" HARDWARE. 2. ASSEMBLIES AND SECURITY HARDWARE INSTALLED SHALL BE LABELED AND CERTIFIED AS MEETING U.B.C. STANDARDS 41-1 AND 41-2 OR OTHER APPROVED PERFORMANCE TESTING CRITERIA. 3. REQUIRED AREA LIGHTING SHALL BE INSTALLED BEFORE FINAL INSPECTION IS CALLED FOR. 4. ALL SECURITY DOORS SHALL BE EQUIPPED WITH LOCKS THAT INCORPORATE THE FOLLOWING FEATURES: a. DEADBOLT WITH MINIMUM 1" PROJECTION AND MINIMUM 3/4" EMBEDMENT IN STRIKE PLATE. b. CYLINDER GUARD AND MINIMUM 5 PIN TUMBLER LOCKS. c. MIN 1/4" DIA CONNECTING SCREWS. 5. ALL OPENINGS MARKED * ON DOOR AND WINDOW SCHEDULE ARE SECURITY OPENINGS AND THE FOLLOWING NOTES SHALL APPLY: a. WOOD FLUSH-TYPE DOORS SHALL BE 1-3/4" THICK MINIMUM WITH SOLID CORE CONSTRUCTION OR RAISED PANEL DOORS WITH MINIMUM 1-3/4" THICKNESS. b. HOLLOW CORE DOORS OR DOORS LESS THAN 1-3/8" IN THICKNESS COVERED ON THE INSIDE FACE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREW AT 6" ON CENTERS AROUND THE PERIMETER OR EQUIVALENT c. WOOD PANEL TYPE DOORS WITH PANELS FABRICATED OF LUMBER NOT LESS THAN 9/16" THICKNESS, PROVIDED SHAPED PORTIONS OF THE PANELS ARE NOT LESS THAN 1/4" THICK. INDIVIDUAL PANELS SHALL NOT EXCEED 300 SQ. FT. IN AREA. STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1-3/8” AND 3" IN WIDTH. MULLIONS SHALL BE CONSIDERED AS REQUIRED HEREIN FOR STILES AND RAILS EXCEPT MULLIONS NOT OVER 18" LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2". CARVED AREAS SHALL HAVE A THICKNESS OF NOT LESS THAN 3/8". d. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSEED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. e. DOOR STEPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. f. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE MINIMUM 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM PROTECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. g.THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2-1/2" IN LENGTH. h. A SINGLE-SWINGING DOOR, THE ACTIVE LEAF OF A PAIR OF DOORS AND THE BOTTOM LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A DEADBOLT AND DEADLOCKING LATCH. THE DEADBOLT AND LATCH MAY BE ACTIVATED BY ONE LOCK OR BY INDIVIDUAL LOCKS. THE LOCK OR LOCKS SHALL BE KEY-ACTIVATED FROM THE EXTERIOR SIDE OF THE DOOR AND OPENABLE FROM THE INTERIOR SIDE OF A DEVICE WHICH DOES NOT REQUIRE A KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT TO OPERATE. i. THE INACTIVE LEAF OF A PAIR OF DOORS AND THE UPPER LEAF OF A DUTCH DOORS SHALL BE EQUIPPED WITH DEADBOLT OR DEADBOLTS AS SET FORTH IN THE ABOVE. j. A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4". 91.6711(B). k. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 91.6711 (F). 6. SLIDING GLASS DOORS AND WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN 91.6731 AND 91.6732. 7. SLIDING GLASS DOORS AND WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. 8. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. 9. ANY RELEASE FOR METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24 INCHES FROM THE CLOSET OPENING THROUGH SUCH METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES THAT EXCEEDS TWO INCHES IN ANY DIRECTION. 10. IN B-2 & B-4 OCCUPANCIES, PANES OF GLAZING WITH A LEAST DIMENSION GREATER THAN 6" BUT LESS THAN 48" SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLAR-RESISTANT MATERIAL OR SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS. 11. PROVIDE APPROVED GARAGE DOOR SPRINGS AND ANCHORAGE. OPERATOR TO BE STEALTH TYPE OF EQUAL WITH BURIED WIRED TO PROVIDE WALL SWITCHES AND SAFETY DEVICES. 12. OTHER OPERABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. IN G OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSS-BARS, AND/OR PADLOCKS WITH MINIMUM 9/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENED STEEL HASPS. 13. BARRIERS USED TO SECURE OPENINGS SHALL BE FASTENED WITH NON-REMOVABLE BOLTS AND MEET THE FOLLOWING REQUIREMENTS: a. BARS ARE TO BE 1/2" (+) DIA. OR 1/4" (+) FLAT; 5" O.C. MAXIMUM SPACING. b. GRILLS ARE TO BE 1/8" (+) THICK MIN. MESH; W/2" MAXIMUM GRID SPACING. 14. LOUVERED WINDOWS ARE NOT PERMITTED IN "ACCESSIBLE" AREAS OF WITHIN 6'-0" OF ANY BALCONY, LANDING OR PORCH. 15. GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS TO COMPLY WITH L.A.B.C. 91.1711(D) AND CHAPTER 54 OF THE LOS ANGELES BUILDING CODE. GLASS DOORS AND FIXED GLASS PANELS SHALL HAVE APPROVED FOR IMPACT HAZARD SECTION 91.1711. 16. GLASS DOORS AND GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION SHALL BE FULLY TEMPERED GLASS. 17. GLASS DOORS, ADJACENT PANES AND ALL GLAZED OPENINGS WITHIN 18" OF THE ADJACENT FLOOR SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD (L.A.B.C. SECTION 911711 AND CHAPTER 54). 18. GLASS THICKNESS AND TEMPERING REQUIREMENTS SHALL FOLLOW DEFLECTION AND IMPACT RESISTANCE REQUIREMENTS AS PER L.A.B.C. CHAPTER 54. 19. ALL EXTERIOR DOORS SHALL LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN CLOSED. 20. PROVIDE SEAL OR ASTRAGAL AT HEAD, SILL AND JAMB AT EXTERIOR DOORS. 21. DOORS MOUNTED ON THE INSIDE OR OUTSIDE OF EXTERIOR WALLS SHALL HAVE A 5/8" LAP AT JAMBS. 22. ALL PAINTS, SOLVENTS, LACQUERS AND WALL COVERINGS TO BE PROVIDED "VOC" (VOLATILE ORGANIC COMPOUND) FREE. GENERAL NOTES - N. FIRE PROTECTION 1. PROVIDE AN APPROVED SPARK ARREST FOR THE CHIMNEY OF A FIREPLACE STOVE, OR BARBECUE DEVICE WHICH USES FUEL BURNING MATERIAL LAMC 57.20.25 2. WHEN THE PROJECT IS LOCATED WITHIN "VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ), IT SHALL COMPLY WITH REQUIREMENTS OF MATERIALS SYSTEMS & CONSTRUCTION METHODS OF CHAPTER 7A AND CHAPTER 72. THE FOLLOWING NOTES/SPECIFICATIONS NEED TO BE FOLLOWED: a. CLASS "A" ROOF COVERING IS REQUIRED FOR ALL BUILDINGS. WOOD SHAKES AND SHINGLES ARE NOT PERMITTED. (7207.4, 1505). b. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH 90.48 MM) (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36-INCH-WIDE (914 MM) UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGHT OF THE VALLEY (704A.1.3). c. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER (704A.1.5). d. (ROOF) (ATTIC) (EXTERIOR WALL) VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OF STRUCTURE, OR SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIREMESH WITH 1/4-INCH (6 MM) OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BE INSTALLED IN EAVES AND CORNICES (704A2.1., 704A3.2.1, 704A.2.2, 7207.3). e. EAVES AND SOFFITS SHALL MEET THE REQUIREMENST OF SFM 12-7A-3 OR SHALL BE PROTECTED BY IGNITION -RESISTANT MATERIALS OR NONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED UNDERSIDE (704A.2.3). f. EXTERIOR WALLS SHALL BE APPROVED NON-COMBUSTIBLE OR IGNITION MATERIALS-RESISTANT MATERIAL, HEAVY TIMBER, OR LOG WALL CONSTRUCTION OR SHALL PROVIDE PROTECTION FROM THE INTRUSION OF FLAMES AND EMBERS IN ACCORDANCE WITH STANDARD SFM 12-7A-1 (704A.3.1). g. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, AND TERMINATE AT 2-INCH (50.8 MM) NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE (704A.3.1). h. EXTERIOR WINDOWS, WINDOW WALLS, GLAZE DOORS, AND GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATING-GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM 12-7A-2 (704A.3.2.2). i. EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMNACE REQUIREMENST OF STANDARD SFM 12-7A-1 OR SHALLBE APPROVED NONCOMBUSTIBLE CONSTRUCTION, OR SOLID CORE WOOD HAVING STILES AND RAILES NOT LES THAN 1 3/8 INCHES THICK WITH INTERIOR FIELD PANEL THICKNESS NO LESS THAN 1 1/4 INCHES THICK, OR SHALL HAVE A FIRE RESITANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E 2074. (EXCEPTION: NONCOMBUSTIBLE OREXTERIOR FIRE-RETARDANT TREATED WOOD VEHICLE ACCESS DOORS). (704A.3.2.3). j. DECKING, SURFACES, STAIR TREADS, RISERS AND LANDINGS OF DECKS, PORCHES, AND BALCONIES WHERE ANY PORTION OF SUCH SURFACE IS WITHIN 10 FEET (3048 MM) OF THE PRIMARY, OF THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER, NON-COMBUSTIBLE OR OTHER APPROVED MATERIALS PER SEC. 704A.4.1. k. THE UNDERSIDE OF CANTILIVERED AND OVERHANGING APPENDAGES AND FLOOR PROJECTIONS SHALL MAINTAIN THE INGNITION-RESISTANT INTEGRITY OF EXTERIOR WALLS, OR THE PROJECTION SHALL BE ENCLOSED TO THE GRADE (704.A.4.2.1). l. BUILDINGS SHALL HAV EALL UNDERFLOOR AREAS COMPLETELY ENCLOSED TO THE GRADE WITH CONSTRUCTION AS REQUIRED FOR EXTERIOR WALLS. (704A.4.2.2, 7207.1). m. ALL UTILITIES, PIPES, FURNACES, WATER HEATERS OR OTHER MECHANICAL DEVICES LOCATED IN AN EXPOSED UNDER-FLOOR AREA OF A RESIDENTIAL BUILDING SHALL BE ENCLOSED WITH MATERIALS AS REQUIRED FOR 1-HOUR FIRE-RESISTIVE CONSTRUCTION. (7207.2). n. THE SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS AND BE FIRE STOPPED PER 704A.1.2. o. NO TRELLIS IS PERMITTED WITHIN 10 FET OF THE PRIMARY STRUCTURE. p. TRELLIS MORE THAN 10 FEET FROM THE PRIMARY STRUCTURE SHALL STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER OR NON-COMBUSTIBLE MATERIALS. MINIMUM OF 4 INCHES SPACING IS REQUIRED BETWEEN THE MEMBERS. (INFORMATION BULLETIN NO. P/BC 2008-023) GENERAL NOTES - O. SOUND REQUIREMENTS 1. AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT WILL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS. 2. ALL THE EXTERIOR WALLS, INTERIOR WALLS, FLOORS, CEILINGS, TO BE INSULATED PER TITLE 24. SEE PLANS FOR ADDITIONAL REQUIREMENTS. GENERAL NOTES - P. ENVIRONMENTAL AND PUBLIC WORKS 1. ALL LABOR, EQUIPMENT, AND MATERIAL REQUIREMENTS FOR OFFSITE IMPROVEMENTS ARE THE RESPONSIBILITY OF THE DEVELOPER. 2. ALL OFFSITE WORKS SHALL BE DONE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION, AND CITY OF LOS ANGELES STANDARDS. 3. OWNER IS RESPONSIBLE FOR REPAIR OF ALL DAMAGE TO OFFSITE IMPROVEMENTS CAUSED BY CONSTRUCTION. CALL PUBLIC WORKS INSPECTOR FOR INSPECTION OF OFFSITE IMPROVEMENTS AT SUBSTANTIAL COMPLETION OF ONSITE WORK. GENERAL NOTES - Q. CONCRETE 1. THE CONTRACTOR WILL INCLUDE AS PART OF THE CAST IN PLACE, REINFORCED, STRUCTURAL CONCRETE WORK THE INSTALLATION OF ARCHITECTURALLY FINISHED, REINFORCED, CAST IN PLACE CONCRETE WITH THE COLOR, FINISH, AND TEXTURE SELECTED BY THE ARCHITECT. 2. THE STRUCTURAL CONCRETE WILL UTILIZE PORTIONS OF GREY AND WHITE CEMENT THAT WILL, AFTER THE SPECIFIED CURING TIME (REFER TO S-1, TYPICAL), PROVIDE THE COLOR SELECTED BY THE ARCHITECT FOR THE WALL, FLOOR, AND (E) CONCRETE COLUMN AND BEAM REFINISHING. 3. THE CONCRETE PATTERN AND TEXTURE REQUIRE THE USE OF CONCRETE FORM LINERS TO ACHIEVE THE PATTERN AND CONCRETE SURFACE TEXTURE EXPOSED TO VIEW FOR THE WALL AND FLOOR FINISHES INDICATED ON THE CONSTRUCTION DOCUMENT DRAWINGS. 4. BOARD FORM OR BOARD FORMED WALLS EXPOSED TO VIEW: THE TEXTURE IS TO REPLICATE A ROUGH FORM WOOD SURFACE WITH HORIZONTAL LINES 11-1/2" APART AND THE SURFACE OF THE CONCRETE REPLICATING THE PATTERN OF THE CONCRETE REPLICATING THE PATTERN OF THE WOOD GRAIN. 5. RELATED CONSTRUCTION DOCUMENT PROJECT DRAWING SPECIFICATION INCLUDE B. SITEWORK, J. DOORS, WINDOWS, STOREFRONT, L. FINISHES, CABINETRY, N. PAINT, AND R. METALS. 6. REFER TO CONSTRUCTION DOCUMENT DRAWINGS FOR THE EXTENT OF (N) AND (E) CONCRETE WORK. 7. COORDINATION OF THE ARCHITECTURALLY EXPOSED, CAST IN PLACE, REINFORCED CONCRETE WITH THE WATERPROOFING IS ESSENTIAL FOR SATISFACTORY INSTALLATION OF THE CONCRETE AND WATERPROOFING MEMBRANE, TYPICAL. 8. THE MINIMUM COMPRESSIVE STRENGTH OF THE ARCHITECTURALLY EXPOSED, CAST IN PLACE, REINFORCED CONCRETE IS 3000 POUNDS PER SQUARE INCH AFTER 28 DAYS OF CURING. 9. THE CAST IN PLACE, REINFORCED, ARCHITECTURALLY FINISHED CONCRETE IS TO BE MONOLITHIC, SMOOTH, FREE OF VOIDS, SPAULDED AREAS, LAITANCE, HONEYCOMBS, "HOLIDAYS", AND SHARP PROTRUSIONS. 10. THE CONTRACTOR MAY FINISH THE EXPOSED ARCHITECTURALLY FINISHED CONCRETE BY HAND RUBBING IT WITH A POWDERED CEMENT AND CEMENT PASTE MIXTURE COMMONLY KNOWN AS "SACKING" AFTER DEMONSTRATING THAT THIS TECHNIQUE WILL PRODUCE ACCEPTABLE RESULTS TO ARCHITECT. 11. THOROUGHLY SWEEP FORMWORK WHICH IS TO RECEIVE THE CAST IN PLACE ARCHITECTURALLY FINISHED CONCRETE, TYPICAL. 12. BLOW FORMWORK FREE OF DEBRIS AND OTHER LOOSE AND DELETERIOUS MATERIAL THAT WILL AFFECT THE APPEARANCE OF THE ARCHITECTURALLY FINISHED CAST IN PLACE CONCRETE, TYPICAL. 13. THE MINIMUM DENSITY OF THE ARCHITECTURALLY FINISHED CAST IN PLACE CONCRETE IS 115 POUNDS PER CUBIC FOOT, TYPICAL. 14. PROVIDE CONCRETE HYDRATION CURING WITH WATER CURE, WET COVERING, PAPER SHEETS, PLASTIC SHEETS, OR APPROVED LIQUID CURING COMPOUND (SODIUM SILICATE PREFERRED). 15. DURATION OF CURING TIME I. E. THE TIME FOR WHICH THE CONCRETE IS NOT TO BE EXPOSED TO FULL STRUCTURAL LOADS AND CONDITIONS SIMILAR TO NORMAL BUILDING OCCUPANCY, IS 28 DAYS. 16. REFER TO THE AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARDS FOR ALL ASSOCIATED WORK FOR CONCRETE THAT IS NOT INDICATED IN THE CONSTRUCTION DOCUMENT DRAWINGS AND PROJECT DRAWING SPECIFICATIONS. 17. FURNISH AND INSTALL COMPLETED ARCHITECTURALLY FINISHED, CAST IN PLACE, REINFORCED STRUCTURAL CONCRETE INCLUDING SURFACE CONDITIONER, A MONOLITHIC, PROTECTION COURSE,FLASHING, EXTRUDED POLYSTYRENE INSULATION WHERE REQUIRED) AND DRAIN INLET CASTINGS. PROVIDE ALL SYSTEM PRODUCTS FROM A SINGLE SOURCE SO AS TO ENHANCE THE COMPATIBILITY. 18. THE INDEPENDENT TESTING AGENCY FOR THE CONCRETE MUST BE APPROVED BY THE ARCHITECT. 19. FORM LINERS MUST COMPLY WITH FEDERAL SPECIFICATION CGSB-37 50-M80 STANDARDS FOR RUBBERIZED MEMBRANES INCLUDING APPLICABLE ASTM PROCEDURES, ORTECH INTERNATIONAL, OR OTHER NATIONAL TESTING LABORATORY ACCEPTABLE TO THE ARCHITECT. 20. THE CONTRACTOR SHALL, PRIOR TO THE CARPET, TILE, VINYL COMPOSITION TILE, VEHICLE TRAFFIC TOPPING AND STONE FINISHES SUBCONTRACTORS PLACING THEIR FLOOR FINISH MATERIALS, EVALUATE THE MOISTURE EXFILTRATION CONDITION OF THE CONCRETE. THE CONTRACTOR SHALL TEST ALL (N) AND (E) CONCRETE FLOORS IN ACCORDANCE WITH ASTM F2170, "DETERMINING RELATIVE HUMIDITY IN CONCRETE FLOOR SLABS USING IN SITU PROBES". 21. DO NOT INSTALL FLOOR FINISHES ON (N) CONCRETE FLOORS UNTIL TEST RESULTS INDICATE 80% RELATIVE HUMIDITY. IF 80% RELATIVE IS NOT INDICATED, PROVIDE ADDITIONAL CONCRETE CURING TIME FOR (N) CONCRETE OR PROVIDE ADDITIONAL MOISTURE MITIGATION METHODS AS APPROVED BY THE ARCHITECT. 22. DO NOT INSTALL FLOOR FINISHES ON (E) CONCRETE FLOORS UNTIL TEST RESULTS INDICATE 80% RELATIVE HUMIDITY. NOTIFY THE ARCHITECT 21 DAYS PRIOR TO BENEFICIAL OCCUPANCY IF THE AREA WITH THE (E) CONCRETE FLOOR IS NOT YIELDING TEST RESULTS OF 80% RELATIVE HUMIDITY. 23. WARRANT THE ARCHITECTURALLY FINISHED, CAST IN PLACE, REINFORCED, STRUCTURAL CONCRETE FROM A SINGLE SOURCE, TEN YEARS. 24. LIST AT LEAST 3 PROJECTS, SATISFACTORILY COMPLETED WITHIN THE PAST 5 YEARS, OF SIMILAR SCOPE. PREVIOUS EXPERIENCE SUBMITTAL SHALL CORRESPOND TO SPECIFIC ARCHITECTURALLY FINISHED, CAST IN PLACE, REINFORCED, STRUCTURAL CONCRETE OF AT LEAST 2 (N) PROJECTS AND 1(E) REFINISHING PROJECT. 25. PRE-CONSTRUCTION CONFERENCE; THE CONCRETE SUBCONTRACTOR, FLOOR FINISHES SUBCONTRACTORS, AND VEHICLE TRAFFIC TOPPING SUBCONTRACTOR SHALL MEET AT THE JOB SITE WITH THE ARCHITECT AND OWNER AND DISCUSS PROJECT CONDITIONS AS THEY RELATE TO CONCRETE WORK AND FINISHES WORK. 26. INSTALLATION OF ALL (N) CONCRETE WILL NOT TAKE PLACE IN INCLEMENT WEATHER. 27. ALL (N) CONCRETE AND (N) FLOOR FINISHES ON (N) AND (E) CONCRETE SHALL NOT COMMENCE NOR PROCEED WHEN THE AMBIENT AIR TEMPERATURE IS 40 DEGREES FAHRENHEIT OR LOWER AND 7 DAYS THEREAFTER, BASED ON NATIONAL WEATHER SERVICE FORECAST FOR THE PROJECT SITE. 28. DO NOT BACKFILL OR PLACE SOIL INTO PLANTERS OF ARCHITECTURALLY FINISHED, CAST IN PLACE, REINFORCED, STRUCTURAL CONCRETE WITH MATERIAL CONTAINING WASTE PRODUCTS, PETROLEUM, GREASE, OIL, ANIMAL FAT, OR HYDROCARBONS SUBJECT TO NATURAL DECOMPOSITION. 29. CONCRETE FLOOR SLABS TO CONTAIN 50% FLY ASH CONTENT BY "HEADWATERS" RESOURCES. RECEIVE APPROVAL FROM STRUCTURAL ENGINEER PRIOR TO MIXTURE. GENERAL NOTES - R. METALS 1. THE CONTRACTOR SHALL INCLUDE AS PART OF THE METAL FABRICATION, THE STEEL BOLLARDS, HANDRAILS, AND GUARDRAILS INDICATED ON THE CONSTRUCTION DOCUMENTS. 2. HANDRAILS AND GUARDRAILS MUST SUPPORT A 300 POUND LIVE LOAD PLACED ANYWHERE ALONG THE RAIL, A 50 POUND PER SQUARE FOOT UNIFORM LOAD OVER THE ENTIRE EXTENT OF THE RAIL AND SIMULTANEOUS TO THE POINT LOADING, AND MUST NOT PERMIT PASSAGE OF A 4" DIAMETER SPHERE TO PASS THROUGH AND PORTION OF THE AREA BELOW THE RAIL TO THE TOP OF THE FLOOR, STAIR, OR LANDING THAT THE HANDRAIL OR GUARD RAIL IS PROTECTING. 3. THE HANDRAIL OR GUARDRAIL MUST BE 3'-0" HIGH ABOVE THE ADJACENT SURFACE, MINIMUM, AND PROVIDE A GRIPPING TOP THAT IS 1-1/2" DIAMETER. GENERAL NOTES - M. SUBMITTALS REQUIRED DESIGN BUILD: 1. HVAC PRODUCT SUBMITTALS AND PLANS N/A 2. ELECTRICAL PRODUCT SUBMITTALS AND PLANS N/A 3. PLUMBING PRODUCT SUBMITTALS AND PLANS N/A 4. POOL & SPA PRODUCT SUBMITTALS AND PLANS N/A 5. LOW VOLTAGE PRODUCT SUBMITTALS AND PLANS N/A 6. AUDIO/VIDEO PRODUCT SUBMITTALS AND PLANS N/A 7. FIRE SPRINKLERS PRODUCT SUBMITTALS AND PLANS N/A 8. DOORS AND WINDOWS SHOP DRAWINGS & FINISH SAMPLES N/A 9. CABINETRY SHOP DRAWINGS & FINISH SAMPLES N/A 10. WROUGHT IRON SHOP DRAWINGS & FINISH SAMPLES N/A 11. STONE FABRICATION SHOP DRAWINGS & FINISH SAMPLES N/A MOCK-UPS: 1. TRELLIS BEAM AND CORBEL TRELLIS ASSEMBLY (1) SIDE 2. EAVE CLOSURE SHAPE AND PROFILE (1) PIECE 3. ROOF 10' X 10' 4. STONE WALKWAY 10LF 5. STUCCO 4' X 4' 6. DOOR HARDWARE AND FINISHES (1) ASSEMBLY 7. WINDOW HARDWARE AND FINISHES (1) ASSEMBLY 8. SITE WALL (1) SECTION SAMPLES, EXTERIOR: 1. GLAZING (TEXTURED) COLOR AND FINISH (1) PIECE EA TYPE 2. WROUGHT IRON (1) PIECE EA TYPE 3. VENTS AND COVERS (1) PIECE EA TYPE SAMPLES, INTERIOR: 1. STONE & TILE SAMPLES (1) PIECE EA TYPE 2. BEAM FINISH FINISHED SAMPLE (1) PIECE EA TYPE 3. CABINET DOOR FINISHED SAMPLE (1) PIECE EA TYPE 4. CROWN AND BASE FINISHED SAMPLE (1) PIECE EA TYPE 5. PAINT PAINT COLOR (1) WALL EA COLOR GENERAL NOTES - VERY HIGH FIRE HAZARD SEVERITY ZONEGENERAL NOTES - VERY HIGH FIRE HAZARD SEVERITY ZONE THIS PROJECT IS LOCATED WITHIN VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ). IT SHALL COMPLY WITH REQUIREMENTS OF MATERIALS, SYSTEMS & CONSTRUCTION METHODS OF CHAPTER 7A AND CHAPTER 72. A. CLASS 'A' ROOF COVERING IS REQUIRED FOR ALL BUILDINGS. WOOD SHAKES AND SHINGLES ARE NOT PERMITTED. B. VALLEY FLASHINGS SHALL NOT BE LESS THAN 0.019-INCH (0.48 MM) (NO.26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36-INCH-WIDE (914MM) UNDERLAYMENT CONSISTING OF ONE LAYER OF NO.72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY C) ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER D) (ROOF)(ATTIC)(EXTERIOR WALL) VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4-INCH OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BE INSTALLED IN EAVES AND CORNICES. E) EAVES AND SOFFITS SHALL MEET THE REQUIREMENTS OF SFM 12-7A-3 OR SHALL BE PROTECTED BY IGNITION-RESISTANT MATERIALS OR NONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED UNDERSIDE. F) EXTERIOR WALLS SHALL BE APPROVED NONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIAL, HEAVY TIMBER, OR LOG WALL CONSTRUCTION OR SHALL PROVIDE PROTECTION FROM THE INTRUSION OF FLAMES AND EMBERS IN ACCORDANCE WITH STANDARD SFM 12-7A-1 G) EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF FOUNDATION TO THE ROOF, AND TERMINATE A 2-INCH NOMINAL SOLIDWOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE. H) EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, AND GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATING-GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE- RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE PERFORMANCE REQUIRMENTS OF SFM 12-7A- I) EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF STANDARD SFM 12-7A-1 OR SHALL BE APPROVED NONCOMBUSTIBLE CONSTRUCTION, OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1 3/8 INCHES THICK WITH INTERIOR FIELD PANEL THICKNESS NO LESS THAN 1 1/4 INCHES THICK, OR SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E 2074 J) DECKING, SURFACES, STAIR TREADS, RISERS, AND LANDINGS OF DECKS, PORCHES, AND BALCONIES WHERE ANY PORTION OF SUCK SURFACE IS WITHIN 10 FEET OF THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER , NON COMBUSTIBLE OR OTHER APPROVED MATERIALS PER SEC.704A.4.1 K) THE UNDERSIDE OF CANTILEVERED AND OVERHANGING APPENDAGES AND FLOOR PROJECTIONS SHALL MAINTAIN THE IGNITION-RESISTANT INTEGRITY OF EXTERIOR WALLS, OR THE PROJECTION SHALL BE ENCLOSED TO THE GRADE. L) BUILDINGS SHALL HAVE ALL UNDERFLOOR AREAS COMPLETELY ENCLOSED TO THE GRADE WITH CONSTRUCTION AS REQUIRED FOR EXTERIOR WALLS M) ALL UTILITIES, PIPES, FURNACES, WATER HEATERS, OR OTHER MECHANICAL DEVICES LOCATED IN AN EXPOSED UNDER-FLOOR AREA OF A RESIDENTIAL BUILDING SHALL BE ENCLOSED WITH MATERIALS AS REQUIRED FOR 1-HOUR FIRE RESISTIVE CONSTRUCTION. N) THE SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS AND BE FIRE STOPPED PER 704A.1.2 O) NO TRELLIS IS PERMITTED WITHIN 10 FEET OF THE PRIMARY STRUCTURE. P) TRELLIS' MORE THAN 10 FEET FROM THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER OR NON-COMBUSTIBLE MATERIALS. MINIMUM OF 4 INCHES SPACING IS REQUIRED BETWEEN THE MEMBERS Revision Schedule # Description Date WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E (E) GARAGE TO BE DEMOLISHED (E) TWO-STORY RESIDENCE TO BE DEMOLISHED SETBACK LINE SETBACK LINE SE T B A C K L I N E SE T B A C K L I N E S. Y . S . B . 3' - 0 " R.Y.S.B. 5' - 0" F.Y.S.B. 5' - 0" S.Y.S.B. 3' - 0 " (E) FS 6.86' (E) FS 6.72'(E) FS 7.13' (E) FS 7.06' (E) WALL TO REMAIN T.W. 13.00 (E) WOODEN FENCE @ PROPERTY LINE TO REMAIN, 6'-0" IN HEIGHT (E) WALLS TO BE DEMOLISHED (E) WALLS TO BE DEMOLISHED (E) T.O.R. 24.00'(E) T.O.R. 24.00' The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A0.2.1 SITE DEMO PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 0'2'4'8' 1/4" = 1'-0" 16'1/4" = 1'-0"1 SITE DEMO PLAN Revision Schedule # Description Date DSDSDS DSDSDS EXT 1 A3.0.3 __________________________________________ PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E S. Y . S . B . T O F I N I S H 3' - 0 " S. Y . S . B . T O F I N I S H 3' - 0 " F.Y.S.B. TO FINISH 5' - 0" (N) F.S. 8.92 (N) F.S. 8.92 (N) F.S. 8.92 N E B A Y F R O N T JA D E A V E . 30 ' - 0 " 85' - 0" F.P. SETBACK LINE SETBACK LINE SE T B A C K L I N E SE T B A C K L I N E R.Y.S.B. TO FINISH 5' - 0" LIGHTWELL WITH LADDER OPEN TO BELOW F.S. 8.92 F.F.E. 7.00 (E) F.S. 7.18 (N) F.S. 8.92 (E) F.S. 7.30 (E) F.S. 7.22 (N) F.S. 8.92 (E) F.S. 7.04 (E) FS 6.86' (E) FS 6.72'(E) FS 7.13' (E) FS 7.06' 2' - 6"2' - 6" LINE OF BALCONY ABOVE PER NBMC 20.30.110D13 NOTE: MAXIMUM HEIGHT OF ACCESSORY STRUCTURES IS 42 INCHES IN FRONT SETBACK AREA AS MEASURED FROM EXISTING PRE-CONSTRUCTION GRADE. (E) WALL TO REMAIN T.W. 13.00 (E) WOODEN FENCE @ PROPERTY LINE TO REMAIN, 6'-0" IN HEIGHT T.W. 11.94 2 2 2 2 (N) F.S. 10.33 (E) WALL TO REMAIN T.W. 13.06 (E) WALL TO REMAIN T.W. 12.91 (E) WOODEN FENCE @ PROPERTY LINE TO REMAIN, 6'-0" IN HEIGHT LOT 18 TWO-STORY RESIDENCE LOT 16 TWO-STORY RESIDENCE F.S. 8.92 F.S. 8.92 F.S. 8.92 F.S. 8.92 JADU LINE OF ROOF ABOVE LINE OF ROOF ABOVE 2' - 0 " 2' - 6" 4' - 0" 2' - 0 " 2 KN-22.11 KN-22.11 2 TRASH / MECHANICAL KN-26.02 F.F.E. 9.00 DN DN DN DN DN 3' - 3 1 / 2 " 2 (N) PLANTING (N) STONE PATH AND PAVERS (N) CONCRETE DRIVEWAY (N) DECOMPOSITE GRANITE PATH NOT USED NOT USED PROPERTY LINE SETBACK LINE EASEMENT LINE AREA DRAIN, DRAIN FOR LAWN AND PLANTING AREAS FLOOR DRAIN, DRAIN FOR HARD SURFACES AD SITE PLAN LEGEND EXTERIOR STEP LIGHT The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A0.2.3 SITE PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 SITE PLAN NOTES 1 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE GAS PIPING. (PER ORDINANCE 171,874-FOR WORK OVER $ 10,000) 2 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN 10 FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 3 CONNECT DOWN SPOUTS TO SYSTEM AND DIRECT TO STREET. PER CODE. 4 FOOTINGS ADJACENT TO A DESCENDING SLOPE STEEPER THAN 3:1 IN GRADIENT SHALL BE LOCATED A DISTANCE OF ONE THIRD THE VERTICAL HEIGHT OF THE SLOPE BUT NEED NOT EXCEED 40 FEET MEASURED HORIZONTALLY FROM THE FACE OF THE SLOPE; FOR IN GROUND POOLS THE FOOTING SET BACK SHALL BE ONE SIXTH THE SLOPE HEIGHT TO A MAXIMUM OF 20 FEET. 5 EXISTING UNCERTIFIED FILL SHALL NOT BE USED FOR SUPPORT OF FOOTINGS, CONCRETE SLABS OR NEW FILL (7011.3 & 1806.1). 6 ALL MAN MADE FILL AND BACK FILL SHALL BE COMPACTED TO A MINIMUM 90% OF THE MAXIMUM DRY DENSITY OF THE FILL MATERIAL PER THE LATEST VERSION OF ASTM D 1667; WHERE COHESIONLESS SOIL HAVING LESS THAN 15% FINER THAN 0.005 MILLIMETERS IS USED FOR FILL, IT SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION BASED ON MAXIMUM DRY DENSITY. 7 UNSURCHARGED TEMPORARY EXCAVATIONS MAY BE CUT VERTICAL UP TO A HEIGHT OF 5 FEET. PORTIONS OF THE EXCAVATION ABOVE THIS HEIGHT SHALL BE TRIMMED TO NO STEEPER THAN 1:1 (HORIZONTAL TO VERTICAL), AS RECOMMENDED. 8 RETAINING WALLS UP TO A MAXIMUM HEIGHT OF 15 FEET WITH A BACK SLOPE ANGLE NO STEEPER THAN LEVEL SHALL BE DESIGNED FOR A MINIMUM EQUIVALENT FLUID PRESSURE OF 45 PCF, AS RECOMMENDED. 9 ALL RETAINING WALLS SHALL BE PROVIDED WITH A SUB DRAIN SYSTEM TO PREVENT POSSIBLE HYDROSTATIC PRESSURE BEHIND THE WALL. ALL DRAINAGE SHALL BE CONDUCTED TO THE STREET IN AN ACCEPTANCE MANNER AND IN A NON-EROSIVE DEVICE. 10 PRIOR TO ISSUANCE OF ANY PERMIT, THE RETAINING WALL SUB DRAIN SYSTEM RECOMMENDED IN THE SOILS REPORT SHALL BE INCORPORATED INTO THE FOUNDATION PLAN WHICH SHALL BE REVIEWED AND APPROVED BY THE SOIL ENGINEER OF RECORD. INSTALLATION OF THE SUB DRAIN SYSTEM SHALL BE INSPECTED AND APPROVED BY THE SOIL ENGINEER OF RECORD AND THE CITY GRADING/BUILDING INSPECTOR 11 THE SOIL ENGINEER AND THE GEOLOGIST SHALL INSPECT ALL EXCAVATIONS TO DETERMINE THAT CONDITIONS ANTICIPATED IN THE REPORT HAVE BEEN ENCOUNTERED AND TO PROVIDE RECOMMENDATIONS FOR THE CORRECTIONS OF HAZARDS FOUND DURING GRADING. 12 ALL CONCENTRATED DRAINAGE, INCLUDING ROOF WATER, SHALL BE CONDUCTED, VIA GRAVITY, TO THE STREET OR AN APPROVED LOCATION AT A 2% MINIMUM. DRAINAGE TO BE SHOWN ON THE PLANS. 13 A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR PILES AND SLOT CUTS. 14 THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE A CERTIFICATE ON THE SITE FOR THE GRADING INSPECTOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS AND, FOR BOTTOM INSPECTION, BEFORE FILL IS PLACED. FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE GRADING INSPECTOR. 15 EXISTING NON CONFORMING SLOPES SHALL CUT BACK AT 2:1 ( 26 DEGREES) OR RETAINED. 16 GENERATOR SHALL PROVIDE POWER FOR: WATER FILTER, KITCHEN, MASTER SUITE, OFFICE, GARAGE, GATES, TELEPHONE AND COMPUTER. 17 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND FOR SHORING AND UNDERPINNING 18 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095 1/4" = 1'-0"1 SITE PLAN KEYNOTES THIS SHEET KEY KEYNOTE TEXT KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN THADDEUS 24" x 48" MATTE PORCELAIN TILE - PEARL; SEE SHEET G1.0.4 FOR DETAILS. KN-26.02 LOCATION OF MAIN ELECTRIC PANEL ON CONCRETE PAD: PROVIDE SPACE FOR 200A-3P CIRCUIT BREAKER FOR FUTURE SOLAR PANEL CONNECTION (REFER TO ELEC PLANS). 0' 2' 4' 8' 1/4" = 1'-0" 16' 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 E F G I H D J K A B L M C 34' - 4 1/2"11' - 8 1/2"4' - 6"16' - 3 1/4"8' - 1 3/4" 9' - 8"24' - 8 3/4" 24 ' - 0 " 1' - 9 1 / 2 " 21 ' - 6 " 8' - 8 1 / 2 " 3' - 8 1 / 2 " 11 ' - 7 1 / 4 " 5' - 0 " 6' - 7 1 / 4 " 12 ' - 5 " 19 ' - 0 " JUNIOR ADU 2 A B C D EFGH I K J L M 2' - 6"5' - 3"17' - 0 3/4"11' - 5 1/4"11' - 3 1/2"17' - 3 1/4"4' - 6 3/4"8' - 1 3/4" 5' - 3"16' - 11 3/4"8' - 9 3/4"2' - 9 1/4"10' - 3 3/4"18' - 2"4' - 6 3/4"8' - 1 3/4" 24 ' - 0 " 2' - 0 " 22 ' - 0 " 15 ' - 3 1 / 2 " 8' - 8 1 / 2 " 11 ' - 1 3 / 4 " 12 ' - 1 0 1 / 4 " 24 ' - 0 " 24 ' - 0 " K B E I G A C D 15' - 0"4' - 5 1/4"25' - 3 3/4" 22 ' - 0 " 6' - 7 1/4" 0' - 7 1/2" 11' - 6 1/4"0' - 8 1/2" 22 ' - 0 " 1' - 7 1/2" 1' - 6 1 / 2 " H0' - 6 3 / 4 " 44' - 9" 13 ' - 8 3 / 4 " 8' - 3 1 / 4 " 2 9' - 1 1 " 4' - 4 1 / 2 " J F EXISTING FLOOR AREA TO REMAIN PROPOSED NEW FLOOR AREA COVERED AREA MAXIMUM ALLOWABLE FLOOR AREA 2,900.00 SF 1. MAXIMUM ALLOWED "RFA" = 2,900 SF 'RFA' AREA IS AREA MEASURED TO THE OUTSIDE FACE OF THE EXTERIOR WALLS OF A BUILDING OR ACCESORY BUILDING. ANY FLOOR OR PORTION OF A FLOOR WITH A CEILING HEIGHT GREATER THAN 14 FT SHALL COUNT TWICE THE SQUARE FOOTAGE OF THAT AREA. THE AREA OF STAIRWAYS AND ELEVATOR SHAFTS SHALL ONLY BE COUNTED ONCE, REGARDLESS OF CEILING HEIGHT. AREA OF AN ATTIC OR PORTION OF AN ATTIC WITH A CEILING HEIGHT OF NO MORE THAN SEVEN FEET SHALL INCLUDED IN THE AREA. 'OPEN VOULMENS' REQUIRE A MINIMUM CLEAR HEIGHT OF 7'-6" AND MINIMUM DEPTH OF 5'-0" (MIN. 15% OF LOT AREA; 1,800 x 15% = 270 FT) PER NBMC 20.48.180. RESIDENTIAL FLOOR AREA CALCULATIONS SECOND FLOOR - 'RFA' AREA TABULATION (NOT INCLUDING STAIRS AND ELEVATOR) COVERED OUTDOOR COVERED OUTDOOR (OPEN TO 2 SIDES OR MORE); COUNTED AS OPEN VOLUME COVERED OUTDOOR (OPEN TO 2 SIDES OR MORE); NOT COUNTED AS OPEN VOLUME SECOND FLOOR TOTAL 'RFA' AREA SECOND FLOOR TOTAL 'OPEN VOLUME' AREA G= 67.40 SF H= 407.50 SF I= 121.00 SF J= 246.50 SF K= 48.75 SF L= 414.50 SF M= 37.50 SF C= 29.75 SF A= 60.20 SF B= 59.00 SF E= 195.25 SF D= 71.60 SF 1,372.90 SF __285.95 SF FIRST FLOOR - 'RFA' AREA TABULATION (INCLUDING STAIRS AND ELEVATOR) 2-CAR GARAGE JUNIOR ADU "I" STAIR COVERED OUTDOOR COVERED OUTDOOR (OPEN TO 2 SIDES OR MORE); COUNTED AS OPEN VOLUME FIRST FLOOR TOTAL 'RFA' AREA FIRST FLOOR TOTAL 'OPEN VOLUME' AREA FIRST FLOOR TOTAL 'GARAGE' AREA E= 183.50 SF F= 156.00 SF G= 65.25 SF I= 171.75 SF H= 44.90 SF J= 5.00 SF K= 280.85 SF L= 97.90 SF M= 390.50 SF D= 100.90 SF B= 10.00 SF A= 97.75 SF C= 192.00 SF 1506.55 SF 289.75 SF 404.75 SF THIRD FLOOR - AREA TABULATION (EXCLUDED) (NOT INCLUDING STAIRS, ELEVATOR, EXTERIOR WALLS) COVERED OUTDOOR (OPEN TO 2 SIDES OR MORE) THIRD FLOOR - 'RFA' AREA TABULATION THIRD FLOOR TOTAL 'COVERED' AREA THIRD FLOOR TOTAL 'RFA' AREA __ K= 156.00 SF G= 5.80 SF H= 4.50 SF I= 5.80 SF A= 54.50 SF B= 206.00 SF C= 1.00 SF D= 1.00 SF E= 556.75 SF F= 44.00 SF J= 19.00 SF __863.25 SF ___19.00 SF TOTAL RESIDENCE 'RFA' AREA 2,898.45 SF TOTAL RESIDENCE 'OPEN VOLUME' AREA (270 SF MIN.) 575.70 SF BASEMENT FLOOR - 'RFA' AREA (INCLUDING STAIRS AND ELEVATOR) BASEMENT FLOOR TOTAL 'RFA' AREA (NOT COUNTED) 1,198.20 SF 1,198.20 SF STAIRCASE AND ELEVATOR COVEVERED OPEN VOLUME AREA 2 8' - 8 1 / 2 " 18' - 2 1/2"33' - 0 1/4" 0' - 8 " 18 ' - 1 0 " 5' - 0 " 0' - 0 " 23 ' - 1 0 " 5' - 6 1/2"14' - 5"31' - 3 1/4" 6' - 1 1/2"45' - 1 1/4" The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A0.4.1 SQUARE FOOTAGE PLANS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1/8" = 1'-0"2 FIRST FLOOR SQUARE FOOTAGE PLAN 1/8" = 1'-0"3 SECOND FLOOR SQUARE FOOTAGE PLAN 1/8" = 1'-0"4 THIRD FLOOR SQUARE FOOTAGE PLAN 1/8" = 1'-0"5 BASEMENT SQUARE FOOTAGE PLAN 2 0' 4' 8' 16' 1/8" = 1'-0" 32' 0' 4' 8' 16' 1/8" = 1'-0" 32' 0' 4' 8' 16' 1/8" = 1'-0" 32' 0' 4' 8' 16' 1/8" = 1'-0" 32' Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e A0.6.1 TITLE 24 DOCUMENTS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e A0.6.2 TITLE 24 DOCUMENTS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e A0.6.3 TITLE 24 DOCUMENTS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e A0.7.1 CALGREEN DOCUMENTS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e A0.7.2 CALGREEN DOCUMENTS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date A2.0.2/ 1 A2.0.1/ 2 A2 . 0 . 3 / 1 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 B B 2 A3.0.4 __________________________________________ LIGHTWELL WITH LADDER CLEAR 5' - 1 1/2" OPEN TO ABOVE LINE OF GARAGE ABOVE LINE OF COVERED LOGGIA ABOVE 3' - 1 " 3' - 1 " 13' - 3" 20' - 6 1/2" 6' - 1 1/2"45' - 1 1/4" 1' - 0"4' - 2 1/4" 1' - 0"0' - 5 1/2" 12' - 2 1/4"1' - 1 1/2"8' - 0"2' - 0"19' - 11 1/4"0' - 3 1/2"1' - 0 1/2" 1' - 4 " 21 ' - 2 " 1' - 4 " 23 ' - 1 0 " 30 ' - 0 " 85' - 0" CL 9' - 4 " 2' - 3 3 / 4 " 2' - 3 3 / 4 " 7' - 3 " 1' - 0 " CL E A R 4' - 0 " 0' - 7 3 / 4 " 4' - 0 " 3' - 5 3 / 4 " 6' - 0 3 / 4 " 0' - 8 " CLEAR 4' - 0 " 18 R @ 6 5 / 8 " 17 T @ 1 1 " UP PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E CL 1' - 6" CLEAR 3' - 0" CL 4' - 4 1/4" ---/ - F.F.E. -1.29 1" N EG R E S S ELEVATOR UNDER SEPARATE PERMIT ---/ - A2 . 0 . 4 / 1 A2.0.1B/ 1 A2.0.2B/ 1 A2 . 0 . 3 B / 1 A2 . 0 . 4 B / 1 2 2 CL 1' - 3 3 / 4 " 1' - 0 " CL 1' - 3 3 / 4 " CLEAR 4' - 6 " 2' - 5 " CL 2' - 6 3/4" 1' - 0"4' - 0"1' - 2 1/4" F.S. -5.92SEWAGE EJECTOR PUMP PIT SUMP PUMP PIT F.S. -1.42 CLEAR 3' - 2 1/4" CLEAR 3' - 2 1/4"CL E A R 3' - 2 1 / 4 " SECANT PILES PER STRUCTURAL ACCESS HATCH ABOVE ACCESS HATCH ABOVE 2' - 6"9' - 8"4' - 1 3 / 4 " 2' - 6 " 2' - 6"4' - 7 1/4" 2' - 6 " 2' - 3 " 1' - 0 " 1' - 0 " 2 2 0' - 7 7/8" 2 4' - 0 " 0' - 8 " 4' - 0" WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A1.0.3 BASEMENT DIMENSION PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 FLOOR PLAN NOTES 1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES. 2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS REQUIRED. 3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR LOW WATER CONSUMPTION. 4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES 5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. 6 WATER HEATER MUST BE STRAPPED TO WALL. 7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR. 8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER THE ASSEMBLY BILL 9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL. SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT. 11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3) 12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS @ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER. (NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3) 13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR OPENING WIDTH. 14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3) 15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS, OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS). 16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0" 17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC 1008.1.6) 18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8" FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH. 19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC. HEADROOM IS 30" (CBC 1209.2) 20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802) 21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION 22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC. 23 DUCTS IN PRIVATE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 0.019-INCH (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON DRAWINGS. 25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR ELEVATIONS FOR CEILING HEIGHTS. 26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING, PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR VOLUME CEILING SHOULD BE INCLUDED IN BID. 27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS. ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR UNDERSTANDING OF WORK INCLUDE IN BID. 28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND CONCRETE WALLS., U.N.O. 29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES. 30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR. 31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. 32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS 33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT. 34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1. 35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT ONE TIME. 36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE GRAFFITTI BEING APPLIED. (6306) 37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND FOR SHORING AND UNDERPINNING 38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095 1/4" = 1'-0"1 BASEMENT DIMENSION PLAN 0' 2' 4' 8' 1/4" = 1'-0" 16' 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 S/C S/C A2 . 0 . 3 / 1 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 B B 2 A3.0.4 __________________________________________ ---/ - N ELEVATOR UNDER SEPARATE PERMIT UP STORAGE 001 GYM 005 LINE OF GARAGE ABOVE LINE OF COVERED LOGGIA ABOVE VESTIBULE 002 WINE ROOM 003 LIGHTWELL WITH LADDER CLEAR 5' - 1 1/2" OPEN TO ABOVE F.F.E. -1.29 1" D001 D002 D003 D005 D007 D006 EG R E S S ---/ - A2 . 0 . 4 / 1 KN-28.04 A2.0.1B/ 1 A2.0.2B/ 1 A2 . 0 . 3 B / 1 A2 . 0 . 4 B / 1 CLEAR 4' - 0 " 2 2 18 R @ 6 5 / 8 " 17 T @ 1 1 " MECHANICAL 006 ELEV. MECH 007 D004 KN-22.07 KN-22.07 SEWAGE EJECTOR PUMP PIT SUMP PUMP PIT F.S. -1.42 CLEAR 3' - 0" CLEAR 3' - 2 1/4" CLEAR 3' - 2 1/4"CL E A R 3' - 2 1 / 4 " SECANT PILES PER STRUCTURAL FLS.01 ACCESS HATCH ABOVE ACCESS HATCH ABOVE LAUNDRY 004 2 KN-09.32 KN-09.32 2 WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A1.0.4 BASEMENT KEYNOTE PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1/4" = 1'-0"1 BASEMENT KEYNOTE PLAN 0' 2' 4' 8' 1/4" = 1'-0" 16' KEYNOTES THIS SHEET FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X" GYPSUM BD. ON ALL GARAGE WALLS, CEILING, POSTS AND BEAMS SUPPORTING DWELLING AND SHALL EXTEND FROM TOP OF CONCRETE TO, AND INCLUDE GARAGE CEILING. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE EQUIPPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES. (SEE DOOR SCHEDULE). KN-09.32 5/8" DRYWALL; TYPE X GYPSUM OR SIMILAR. KN-22.07 4'-0"x 4'-0" PIT WITH METAL GRATE COVER OVER SUMP PUMP AND SEWER EJECTOR, SEE P-2 AND CIVIL PLANS. KN-28.04 SMOKE DETECTOR / CO SENSOR: SMOKE DETECTORS: PROVIDE STATE FIRE MARSHALL APPROVED SMOKE DETECTORS AS SHOWN. DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, AND CENTRALLY LOCATED IN CORRIDORS GIVING DIRECT ACCESS TO SLEEPING ROOMS. WHEN SLEEPING AREAS ARE ON AN UPPER LEVEL, A SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE DWELLING UNIT WHICH THEY SERVE. Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 DSDSDS DS S/C VN DSDS S/C A2.0.2/ 1 A2.0.1/ 2 A2 . 0 . 3 / 1 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 CL E A R 3' - 6 " B B (E) FS 6.72' (E) FS 6.86' (E) FS 7.13' (E) FS 7.06' DN DN F.F.E. -0' - 1"UP DN DN 2 A3.0.4 __________________________________________ F.Y.S.B. TO FINISH 5' - 0" S.Y.S.B. TO FINISH 3' - 0 " S.Y.S.B. TO FINISH 3' - 0 " R.Y.S.B. TO FINISH 5' - 1 1/2" 2' - 6"2' - 6" LINE OF BALCONY ABOVE PER NBMC 20.30.110D13 LINE OF BALCONY ABOVE 12 ' - 2 1 / 4 " 11 ' - 8 " 23 ' - 1 0 " 21' - 7 1/4"12' - 1 3/4"12' - 1"4' - 9"16' - 0 3/4"7' - 8 1/4"0' - 6 3/4" 74' - 4" CL 0' - 5 1/4"19' - 1 1/2"5' - 2"9' - 0 1/2"0' - 4 1/2"16' - 5 3/4"16' - 0 3/4"7' - 8 1/4"0' - 6 3/4" 3R @ 6.75" 2T @ 11" CLEAR 17 ' - 8 3 / 4 " 4R @ 6" 3T @ 11" 4R @ 6" 3T @ 11" 18 R @ 6 5 / 8 " 17 T @ 1 1 " 4R @ 6" 3T @ 11" 4R @ 6" 3T @ 11" 1" 1" 1" 1" 18 R @ 6 5 / 8 " 17 T @ 1 1 " CL 6' - 2" CLCL 10' - 0"3' - 0 3/4" CLCL 6' - 10 3/4"4' - 5 1/2"6' - 3 3/4"5' - 10 1/4" CL CL CLCL 5' - 2 1/4"9' - 3 3/4" CL 4' - 10 1/4" OPEN TO BELOW CLEAR 4' - 0 " T.W. 11.94 CL 11 ' - 1 1 " 11 ' - 1 1 " CL 9' - 4 3 / 4 " 18 ' - 9 1 / 2 " 4' - 9 " CL 10 ' - 4 1 / 2 " CL 4' - 10 1/4" 5' - 7 3/4"4' - 9"5' - 8 1/4" SLOPE 2% SL O P E 2 % SLOPE 2% SLOPE 2% EG R E S S EGRESS EGRESS PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E ELEVATOR UNDER SEPARATE PERMIT N A2 . 0 . 4 / 1 CL 2' - 6 3/4" F.F.E. -2' - 0" FRONT ENTRY 3' - 0" A2.0.1B/ 1 A2.0.2B/ 1 A2 . 0 . 3 B / 1 A2 . 0 . 4 B / 1 2 2 F.C.E. 8'-9"F.C.E. 9'-0" F.C.E. 8'-9" MIN. 2' - 0" 2' - 6 " CL 0' - 2 3/4" RE F / F R Z DWTR REF ICE FIRE PIT CLEAR 3' - 2 1/4" CLEAR 3' - 2 1/4"CL E A R 3' - 2 1 / 4 " F.F.E. 9.00 2 2 2 2 F.S. 10.33 10 ' - 9 1 / 4 " 2' - 0"7' - 0" 2 3' - 0 " 3' - 6"9' - 3" 4' - 0 " 3' - 6 " 3' - 0 " 2 F.S. 8.92 2 F.S. 8.92 F.S. 8.92F.S. 8.92 F.S. 8.92 3' - 3 1 / 2 " 2 CLEAR 3' - 0" WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD TOILET CLEARANCES 2' - 0" MIN. 2' - 6 " 1' - 3 " 1' - 3 " 2' - 0 " M I N . The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A1.1.3 FIRST FLOOR DIMENSION PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1/4" = 1'-0"1 FIRST FLOOR DIMENSION PLAN FLOOR PLAN NOTES 1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES. 2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS REQUIRED. 3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR LOW WATER CONSUMPTION. 4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES 5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. 6 WATER HEATER MUST BE STRAPPED TO WALL. 7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR. 8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER THE ASSEMBLY BILL 9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL. SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT. 11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3) 12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS @ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER. (NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3) 13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR OPENING WIDTH. 14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3) 15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS, OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS). 16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0" 17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC 1008.1.6) 18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8" FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH. 19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC. HEADROOM IS 30" (CBC 1209.2) 20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802) 21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION 22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC. 23 DUCTS IN PRIVATE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 0.019-INCH (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON DRAWINGS. 25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR ELEVATIONS FOR CEILING HEIGHTS. 26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING, PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR VOLUME CEILING SHOULD BE INCLUDED IN BID. 27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS. ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR UNDERSTANDING OF WORK INCLUDE IN BID. 28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND CONCRETE WALLS., U.N.O. 29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES. 30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR. 31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. 32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS 33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT. 34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1. 35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT ONE TIME. 36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE GRAFFITTI BEING APPLIED. (6306) 37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND FOR SHORING AND UNDERPINNING 38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095 0' 2' 4' 8' 1/4" = 1'-0" 16' 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 DSDSDS DS S/C VN DSDS S/C A2.0.2/ 1 A2.0.1/ 2 A2 . 0 . 3 / 1 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 B B 2 A3.0.4 __________________________________________ FIRE PIT N F.Y.S.B. TO FINSH 5' - 0" TRASH / MECHANICAL F.C.E. 8'-9" S.Y.S.B. TO FINSH 3' - 0 " S. Y . S . B . T O F I N S H 3' - 0 " R.Y.S.B. TO FINSH 5' - 0" DINING ROOM 102 FAMILY ROOM 103 KITCHEN 101 ELEVATOR UNDER SEPARATE PERMIT UP COVERED LOGGIA 108 DN FRONT ENTRY LINE OF BUILDING ABOVE LINE OF BUILDING ABOVE DN DN DN DN LIGHTWELL WITH LADDER OPEN TO BELOW JUNIOR ADU J105 VESTIBULE 100F.F.E. 7.00 (E) FS 6.72' (E) FS 6.86' (E) FS 7.13' (E) FS 7.06' F.F.E. 8.92 F.P. D101 D105 D106 D102 W102 D103 W104 W103 W105 W101 1" 1" 1" 1" EG R E S S EGRESS EGRESS PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E A2 . 0 . 4 / 1 KN-07.45 KN-07.45 KN-22.02 KN-22.02 KN-22.11 KN-22.11 KN-22.11 W106 W107 W108 LINE OF BALCONY ABOVE PER NBMC 20.30.110D13 CL DN FLS.01 KN-23.06KN-28.04 KN-10.34 KN-22.02KN-22.02 KN-22.02KN-07.45 A2.0.1B/ 1 A2.0.2B/ 1 A2 . 0 . 3 B / 1 A2 . 0 . 4 B / 1 2 2 18 R @ 6 5 / 8 " 17 T @ 1 1 " 18 R @ 6 5 / 8 " 17 T @ 1 1 " KN-10.35 F.C.E. 9'-0" F.C.E. 8'-9" 2-CAR GARAGE 107 W109 D109 D107 D108 JADU CLOSET 106 D104 RE F / F R Z DWTR REF ICE KN-23.23 CLEAR 3' - 2 1/4" CLEAR 3' - 2 1/4"CL E A R 3' - 2 1 / 4 " FLS.01 KN-10.15 F.F.E. 9.00 2 2 2 2 F.S. 10.33 KN-10.32 FLS.01 FLS.01 FLS.01 2 KN-26.02 2 SLOPE 2% KN-22.11 KN-22.11 JADU BATH 104 WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD TOILET CLEARANCES 2' - 0" MIN. 2' - 6 " 1' - 3 " 1' - 3 " 2' - 0 " M I N . The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A1.1.4 FIRST FLOOR KEYNOTE PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 KEYNOTES THIS SHEET FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X" GYPSUM BD. ON ALL GARAGE WALLS, CEILING, POSTS AND BEAMS SUPPORTING DWELLING AND SHALL EXTEND FROM TOP OF CONCRETE TO, AND INCLUDE GARAGE CEILING. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE EQUIPPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES. (SEE DOOR SCHEDULE). KN-07.45 DOWNSPOUT OUTLET LOCATION LEADING TO SITE STORMWATER MANAGEMENT DRAINAGE. REFER TO CIVIL DRAWINGS FOR DRAINAGE PLAN AND LID INFORMATION. KN-10.15 DIRECT VENT SEALED COMBUSTION TYPE GAS-FUELED FIREPLACE. EARTHCORE ISOKERN MAXIMUS: LARR #25483. ICC ESR-2316. INSTALL PER MANUFACTURER SPECS. PROVIDE FUEL GAS CONNECTION, WITH LOOSE KEY SHUTOFF, PROVIDE SPARK ARRESTOR AT CHIMNEY TERMINATION UL#127, DUE TO VHFHSZ (PREVENTION OF EMBERS INFILTRATION). SEE SHEET GN-4.5 FOR SPECIFICATIONS. PROVIDE FLUSH OR RAISED HEARTH 20" DEEP (MINIMUM) WITH 12" (MINIMUM) FROM SIDES OF FIREBOX; SEE INTERIOR ELEVATION FOR HEIGHTS & DIMENSIONS. KN-10.32 OUTDOOR GAS-FUELED FIRE PIT - PRSIM HARDSCAPE ROTONDO; CSA APPROVAL NUMBER 2.41-2017. PROVIDE FUEL GAS CONNECTION, WITH LOOSE KEY SHUTOFF. PROVIDE 12" (MINIMUM) DEEP HEARTH SURROUNDING FIREBOX. INSTALLATION MUST CONFORM WITH NATIONAL FUEL GAS CODE ANSI Z223.1/NFPA. KN-10.34 ELECTRIC COOKTOP, 120V ELECTRICAL SERVICES MAX. KN-10.35 KITCHEN SINK, 16 X 16 INCH MAX. KN-22.02 EXTERIOR FLOOR DRAIN. KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN THADDEUS 24" x 48" MATTE PORCELAIN TILE - PEARL; SEE SHEET G1.0.4 FOR DETAILS. KN-23.06 LINE OF EXHAUST HOOD ABOVE; VENT TO OUTSIDE W/ EXHAUST FANS VERIFY VENTING REQUIREMENTS WITH MANUFACTURER. KN-23.23 REMOTE EXHAUST FAN ENERGY STAR COMPLIANT AND CONTROLLED BY A READILY ACCESSIBLE HUMIDISTAT. EXHAUST FAN TO BE USED FOR WHOLE HOUSE VENTILATION. MUST PROVIDE A MIN CONTINUOUS FLOW RATE OF 50 CFM AT 1 SONE MAX AND COMPLY WITH ASHRAE STANDARD 62.2 MANDATORY MEASURES (SEE FLOOR PLAN NOTE #33, #43 AND MECHANICAL PLANS). KN-26.02 LOCATION OF MAIN ELECTRIC PANEL ON CONCRETE PAD: PROVIDE SPACE FOR 200A-3P CIRCUIT BREAKER FOR FUTURE SOLAR PANEL CONNECTION (REFER TO ELEC PLANS). KN-28.04 SMOKE DETECTOR / CO SENSOR: SMOKE DETECTORS: PROVIDE STATE FIRE MARSHALL APPROVED SMOKE DETECTORS AS SHOWN. DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, AND CENTRALLY LOCATED IN CORRIDORS GIVING DIRECT ACCESS TO SLEEPING ROOMS. WHEN SLEEPING AREAS ARE ON AN UPPER LEVEL, A SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE DWELLING UNIT WHICH THEY SERVE. 1/4" = 1'-0"1 FIRST FLOOR KEYNOTE PLAN 0' 2' 4' 8' 1/4" = 1'-0" 16' 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 S/C S/CS/C S/C S/C DSDSDS DS VN DSDS A2.0.2/ 1 A2.0.1/ 2 A2 . 0 . 3 / 1 -- - / - 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 B B 2 A3.0.4 __________________________________________ 18 R @ 6 1 / 2 " 17 T @ 1 1 " UP DN 2' - 6"2' - 6" 2' - 7 1/2"12' - 4 1/4"9' - 3"12' - 1 3/4"11' - 9"21' - 2"7' - 8 1/4"0' - 6 3/4" CL 2' - 6 3/4" CL 2' - 1" CL 4' - 5 1/2" CL 2' - 7 1/4" CL 7' - 7 3/4" CL 2' - 3 1/4" 5' - 8 1/2"13' - 7 1/4"6' - 0 1/4"5' - 5 1/2"2' - 11 1/2"10' - 4 3/4"1' - 4 1/4"10' - 8 1/4"10' - 5 1/4"7' - 8 3/4" 75' - 0" CL 8' - 7 " 1' - 9 3 / 4 " 1' - 9 3 / 4 " 1' - 6 " 1' - 1 " 1' - 1 0 1 / 4 " 7' - 2 3 / 4 " CLCLCL 8' - 8 1/4"6' - 6"2' - 3 1/4"7' - 8 1/4" CL 5' - 11"5' - 10" CL CL CL 4' - 8 3 / 4 " 1' - 9 3 / 4 " 3' - 9 3 / 4 " 1' - 9 3 / 4 " 1' - 8 1 / 2 " 5' - 8 1 / 2 " 1' - 1 0 1 / 2 " 2' - 4 1 / 2 " CL 5' - 6 3/4" CLCLCL 7' - 10"6' - 3"0' - 2 3/4" CL CL 3' - 2 3 / 4 " 1' - 9 1 / 4 " 1' - 4 3 / 4 " 2' - 9 1 / 4 " 2' - 6 " CL CL 4' - 1 " 6' - 3 3 / 4 " 1' - 9 3 / 4 " CL 6' - 4 " CL 6' - 2 " 5' - 6 " 12 ' - 2 1 / 4 " 11 ' - 8 " 12 ' - 2 1 / 4 " 11 ' - 8 " 24 ' - 0 " PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E CL 7' - 6 1 / 4 " CL 4' - 0 3 / 4 " 1" 1" 1" F.F.E. 18.79 F.F.E. 18.79 F.F.E. 18.94 F.F.E. 18.79 T.W. 22.44 F.S. 22.44 T.W. 22.44 CL 1' - 0 3/4" 18 R @ 6 5 / 8 " 17 T @ 1 1 " SLOPE 2% SLOPE 2% SLOPE 2% EG R E S S EG R E S S EG R E S S ELEVATOR UNDER SEPARATE PERMIT A2 . 0 . 4 / 1 BENCH BENCH BE N C H 5' - 3" LINE OF BALCONY PER NBMC 20.30.110D13 A2.0.1B/ 1 A2.0.2B/ 1 A2 . 0 . 3 B / 1 A2 . 0 . 4 B / 1 2 2 F.C.E. 8'-0" F.C.E. 8'-0" F.C.E. 8'-0" F.C.E. 8'-0" CL 3' - 9 3/4" CLEAR 3' - 2 1/4" CLEAR 3' - 2 1/4"CL E A R 3' - 2 1 / 4 " F.Y.S.B. TO FINSH 5' - 0" S.Y.S.B. TO FINSH 3' - 0 " S.Y.S.B. TO FINSH 3' - 0 " R.Y.S.B. TO FINSH 5' - 0" 2 2 2 2 1' - 9 1/2" 1' - 9 1/2" WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD TOILET CLEARANCES 2' - 0" MIN. 2' - 6 " 1' - 3 " 1' - 3 " 2' - 0 " M I N . The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A1.2.3 SECOND FLOOR DIMENSION PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 FLOOR PLAN NOTES 1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES. 2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS REQUIRED. 3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR LOW WATER CONSUMPTION. 4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES 5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. 6 WATER HEATER MUST BE STRAPPED TO WALL. 7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR. 8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER THE ASSEMBLY BILL 9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL. SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT. 11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3) 12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS @ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER. (NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3) 13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR OPENING WIDTH. 14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3) 15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS, OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS). 16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0" 17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC 1008.1.6) 18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8" FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH. 19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC. HEADROOM IS 30" (CBC 1209.2) 20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802) 21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION 22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC. 23 DUCTS IN PRIVATE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 0.019-INCH (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON DRAWINGS. 25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR ELEVATIONS FOR CEILING HEIGHTS. 26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING, PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR VOLUME CEILING SHOULD BE INCLUDED IN BID. 27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS. ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR UNDERSTANDING OF WORK INCLUDE IN BID. 28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND CONCRETE WALLS., U.N.O. 29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES. 30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR. 31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. 32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS 33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT. 34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1. 35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT ONE TIME. 36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE GRAFFITTI BEING APPLIED. (6306) 37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND FOR SHORING AND UNDERPINNING 38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095 1/4" = 1'-0"1 SECOND FLOOR DIMENSION PLAN 0' 2' 4' 8' 1/4" = 1'-0" 16' 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 S/C S/CS/C S/C S/C DSDSDS DS VN DSDS A2.0.2/ 1 A2.0.1/ 2 A2 . 0 . 3 / 1 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 B B 2 A3.0.4 __________________________________________ N DECK HER OFFICE 201 PRIMARY BEDROOM 200 BENCH PRIMARY BATHROOM 203 HER PRIMARY CLOSET 205 BEDROOM 1 209 BEDROOM 2 207 BATH 1 210 BATH 2 208 DECK DECK F.C.E. 8'-0" TO ROOF UP DN LINEN BENCH F.P. W204 W205 D204 D207 D217D215 W206 W207 D214 W210 W203 D213 D205 D202 D203 D209 D210 D212 W201 W202 W212 W211 D201 D216 W208 D208 W209 D206 1" 1" 1" PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E EG R E S S EG R E S S EG R E S S ELEVATOR UNDER SEPARATE PERMIT A2 . 0 . 4 / 1 KN-22.11 KN-22.02 KN-22.11 KN-22.02 KN-22.11 VESTIBULE 204 HALLWAY 206 HIS PRIMARY CLOSET 202 BE N C H 2' - 1 1 7 / 8 " KN-08.01 KN-08.01 KN-28.04 FLS.05 FLS.05 KN-28.04 KN-28.04 KN-28.04 KN-28.04 A2.0.1B/ 1 A2.0.2B/ 1 A2 . 0 . 3 B / 1 A2 . 0 . 4 B / 1 2 2 18 R @ 6 1 / 2 " 17 T @ 1 1 " 18 R @ 6 5 / 8 " 17 T @ 1 1 " F.C.E. 8'-0" F.C.E. 8'-0" F.C.E. 8'-0" F.C.E. 8'-0" W213 KN-23.23 CLEAR 3' - 2 1/4" CLEAR 3' - 2 1/4"CL E A R 3' - 2 1 / 4 " KN-10.15 LINE OF INTERMEDIATE BEAMS ABOVE F.Y.S.B. TO FINSH 5' - 0" S.Y.S.B. TO FINSH 3' - 0 " S.Y.S.B. TO FINSH 3' - 0 " R.Y.S.B. TO FINSH 5' - 0" 2 2 2 2 WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD TOILET CLEARANCES 2' - 0" MIN. 2' - 6 " 1' - 3 " 1' - 3 " 2' - 0 " M I N . The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A1.2.4 SECOND FLOOR KEYNOTE PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 KEYNOTES THIS SHEET FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. KN-08.01 PROVIDE TEMPERED GLASS AT GLASS ENCLOSURE. KN-10.15 DIRECT VENT SEALED COMBUSTION TYPE GAS-FUELED FIREPLACE. EARTHCORE ISOKERN MAXIMUS: LARR #25483. ICC ESR-2316. INSTALL PER MANUFACTURER SPECS. PROVIDE FUEL GAS CONNECTION, WITH LOOSE KEY SHUTOFF, PROVIDE SPARK ARRESTOR AT CHIMNEY TERMINATION UL#127, DUE TO VHFHSZ (PREVENTION OF EMBERS INFILTRATION). SEE SHEET GN-4.5 FOR SPECIFICATIONS. PROVIDE FLUSH OR RAISED HEARTH 20" DEEP (MINIMUM) WITH 12" (MINIMUM) FROM SIDES OF FIREBOX; SEE INTERIOR ELEVATION FOR HEIGHTS & DIMENSIONS. KN-22.02 EXTERIOR FLOOR DRAIN. KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN THADDEUS 24" x 48" MATTE PORCELAIN TILE - PEARL; SEE SHEET G1.0.4 FOR DETAILS. KN-23.23 REMOTE EXHAUST FAN ENERGY STAR COMPLIANT AND CONTROLLED BY A READILY ACCESSIBLE HUMIDISTAT. EXHAUST FAN TO BE USED FOR WHOLE HOUSE VENTILATION. MUST PROVIDE A MIN CONTINUOUS FLOW RATE OF 50 CFM AT 1 SONE MAX AND COMPLY WITH ASHRAE STANDARD 62.2 MANDATORY MEASURES (SEE FLOOR PLAN NOTE #33, #43 AND MECHANICAL PLANS). KN-28.04 SMOKE DETECTOR / CO SENSOR: SMOKE DETECTORS: PROVIDE STATE FIRE MARSHALL APPROVED SMOKE DETECTORS AS SHOWN. DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, AND CENTRALLY LOCATED IN CORRIDORS GIVING DIRECT ACCESS TO SLEEPING ROOMS. WHEN SLEEPING AREAS ARE ON AN UPPER LEVEL, A SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE DWELLING UNIT WHICH THEY SERVE. 1/4" = 1'-0"1 SECOND FLOOR KEYNOTE PLAN 0' 2' 4' 8' 1/4" = 1'-0" 16' 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 DSDSDS DS DSDS DS DS DSDS WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD A2.0.2/ 1 A2.0.1/ 2 A2 . 0 . 3 / 1 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 B B N THIRD FLOOR F.Y.S.B. 15' - 0" F.Y.S.B. TO FINISH 5' - 0" TH I R D F L O O R S . Y . S . B . T O F I N I S H 5' - 0 " TH I R D F L O O R S . Y . S . B . T O F I N I S H 5' - 0 " R.Y.S.B. TO FINISH 5' - 0" THIRD FLOOR R.Y.S.B. 15' - 0" UNCOVERED MECHANICAL AREA R.Y.S.B. TO FINISH 5' - 0" DN F.C.E. 8'-9" BAR 301 JACUZZI 20 ' - 0 " COVERED LOGGIA 302 BBQ F.P 2 A3.0.4 __________________________________________ 3" / 1 2 " 3" / 1 2 " 2' - 0 " LINE OF ROOF ABOVE LINE OF PITCHED ROOF ABOVE LINE OF PITCHED ROOF ABOVE 6' - 8" 4' - 0" UNCOVERED DECK UNCOVERED DECK F.S. 31.88 T.W. 31.88 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E ELEVATOR UNDER SEPARATE PERMIT A2 . 0 . 4 / 1 2' - 0 " 2' - 0 " 24' - 8 3/4"12' - 1 3/4"40' - 7" CLCL 2' - 3 1/4"4' - 1 3/4"2' - 4 3/4"3' - 4 1/4" 1' - 0" 14' - 4"10' - 6"8' - 0 3/4" CL CL 2' - 2 3 / 4 " 9' - 1 1 1 / 2 " 9' - 5 1 / 4 " 2' - 2 3 / 4 " 5' - 7"12' - 2 1/4"14' - 1"10' - 6"8' - 0 3/4" 7' - 9 1 / 2 " 4' - 4 3 / 4 " 11 ' - 8 "SLOPE 2%SLOPE 2%SLOPE 2%3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " T.O.R. 31.58SLOPE 2%SLOPE 2%SLOPE 2% T.W. 31.88 T.W. 31.88 F.F.E. 28.38 T.W. 31.38 T.W. 31.88 F.S. 31.88 F.S. 29.88 A2.0.1B/ 1 A2.0.2B/ 1 A2 . 0 . 3 B / 1 A2 . 0 . 4 B / 1 2 2 18 R @ 6 1 / 2 " 17 T @ 1 1 "SLOPE 2%CLEAR 3' - 2 1/4" CLEAR 3' - 2 1/4"CL E A R 3' - 2 1 / 4 " WI N E 2' - 6" S. Y . S . B . T O F I N S H 3' - 0 " NOTE: ON ROOF DECK, MAXIMUM HEIGHT OF 24' - 0" APPLIES TO ALL ACCESSORY STRUCTURES ON THE DECK (BBQ, COUNTERS, SPA, ETC.) 2 A7.3.1 2 3' - 3 " 3' - 1 1 7 / 8 " TOILET CLEARANCES 2' - 0" MIN. 2' - 6 " 1' - 3 " 1' - 3 " 2' - 0 " M I N . The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A1.3.3 THIRD FLOOR DIMENSION PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 FLOOR PLAN NOTES 1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES. 2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS REQUIRED. 3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR LOW WATER CONSUMPTION. 4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES 5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. 6 WATER HEATER MUST BE STRAPPED TO WALL. 7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR. 8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER THE ASSEMBLY BILL 9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL. SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT. 11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3) 12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS @ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER. (NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3) 13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR OPENING WIDTH. 14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3) 15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS, OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS). 16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0" 17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC 1008.1.6) 18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8" FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH. 19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC. HEADROOM IS 30" (CBC 1209.2) 20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802) 21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION 22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC. 23 DUCTS IN PRIVATE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 0.019-INCH (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON DRAWINGS. 25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR ELEVATIONS FOR CEILING HEIGHTS. 26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING, PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR VOLUME CEILING SHOULD BE INCLUDED IN BID. 27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS. ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR UNDERSTANDING OF WORK INCLUDE IN BID. 28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND CONCRETE WALLS., U.N.O. 29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES. 30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR. 31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. 32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS 33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT. 34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1. 35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT ONE TIME. 36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE GRAFFITTI BEING APPLIED. (6306) 37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND FOR SHORING AND UNDERPINNING 38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095 1/4" = 1'-0"1 THIRD FLOOR DIMENSION PLAN 0' 2' 4' 8' 1/4" = 1'-0" 16' 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 DSDSDS DS DSDS DS DS DSDS A2.0.2/ 1 A2.0.1/ 2 A2 . 0 . 3 / 1 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 B B 2 A3.0.4 __________________________________________ N THIRD FLOOR F.Y.S.B. 15' - 0" F.Y.S.B. TO FINISH 5' - 0" TH I R D F L O O R S . Y . S . B . 5' - 0 " TH I R D F L O O R S . Y . S . B . T O F I N I S H 5' - 0 " R.Y.S.B. TO FINISH 5' - 0" THIRD FLOOR R.Y.S.B. 15' - 0" UNCOVERED MECHANICAL AREA DN F.C.E. 8'-9" BAR 301 JACUZZI 20 ' - 0 " COVERED LOGGIA 302 BBQ F.P. 3" / 1 2 " 3" / 1 2 " 2' - 0 " LINE OF ROOF ABOVE LINE OF ROOF ABOVELINE OF ROOF ABOVE 6' - 8" UNCOVERED DECK UNCOVERED DECK F.S. 31.88 F.S. 31.88 W303W303 D302 D301 W301 D303 F.F.E. 28.38 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E ELEVATOR UNDER SEPARATE PERMIT A2 . 0 . 4 / 1 KN-22.02KN-22.02 KN-22.02 KN-22.11 KN-22.11 KN-10.32 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " FLS.05 FLS.05 A2.0.1B/ 1 A2.0.2B/ 1 A2 . 0 . 3 B / 1 A2 . 0 . 4 B / 1 2 2 18 R @ 6 1 / 2 " 17 T @ 1 1 " STRUCTURAL RIDGE BEAM SEE FRAMING PLAN CLEAR 3' - 2 1/4" CLEAR 3' - 2 1/4"CL E A R 3' - 2 1 / 4 " WI N E 19 ' - 4 3 / 4 " S. Y . S . B . T O F I N S H 3' - 0 " 2 2 2 2 NOTE: ON ROOF DECK, MAXIMUM HEIGHT OF 24' - 0" APPLIES TO ALL ACCESSORY STRUCTURES ON THE DECK (BBQ, COUNTERS, SPA, ETC.) 2 A7.3.1 2 2 KN-06.40 WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD TOILET CLEARANCES 2' - 0" MIN. 2' - 6 " 1' - 3 " 1' - 3 " 2' - 0 " M I N . The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A1.3.4 THIRD FLOOR KEYNOTE PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1/4" = 1'-0"1 THIRD FLOOR KEYNOTE PLAN 0' 2' 4' 8' 1/4" = 1'-0" 16' KEYNOTES THIS SHEET FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS A8.0.2 AND A8.0.3 FOR SPECS. KN-10.32 OUTDOOR GAS-FUELED FIRE PIT - PRSIM HARDSCAPE ROTONDO; CSA APPROVAL NUMBER 2.41-2017. PROVIDE FUEL GAS CONNECTION, WITH LOOSE KEY SHUTOFF. PROVIDE 12" (MINIMUM) DEEP HEARTH SURROUNDING FIREBOX. INSTALLATION MUST CONFORM WITH NATIONAL FUEL GAS CODE ANSI Z223.1/NFPA. KN-22.02 EXTERIOR FLOOR DRAIN. KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN THADDEUS 24" x 48" MATTE PORCELAIN TILE - PEARL; SEE SHEET G1.0.4 FOR DETAILS. 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 DSDSDS DS DSDS DS DS DSDS WALL TYPES METAL STUD EXISTING WALL TO REMAIN VERIFY CONDITIONS IN FIELD EXISTING WALL/STRUCTURE TO BE DEMOLISHEDVERIFY CONDITIONS IN FIELD CMU STRUCTURE CAST IN PLACE CONCRETE WOOD STUD TOILET CLEARANCES 2' - 0" MIN. 2' - 6 " 1' - 3 " 1' - 3 " 2' - 0 " M I N . A2.0.2/ 1 A2.0.1/ 2 A2 . 0 . 3 / 1 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 B B 2 A3.0.4 __________________________________________ A2 . 0 . 4 / 1 A2.0.1B/ 1 A2.0.2B/ 1 A2 . 0 . 3 B / 1 A2 . 0 . 4 B / 1 2 2 N THIRD FLOOR F.Y.S.B. 15' - 0" F.Y.S.B. TO FINISH 5' - 0" TH I R D F L O O R S . Y . S . B . T O F I N I S H 5' - 0 " TH I R D F L O O R S . Y . S . B . T O F I N I S H 5' - 0 " R.Y.S.B. TO FINISH 5' - 0" THIRD FLOOR R.Y.S.B. 15' - 0" R.Y.S.B. TO FINISH 5' - 0" DN JACUZZI BBQ F.P 3" / 1 2 " 3" / 1 2 " 2' - 0 " LINE OF ROOF ABOVE 4' - 0" UNCOVERED DECK F.S. 31.88 T.W. 31.88 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E ELEVATOR UNDER SEPARATE PERMIT 2' - 0 " 2' - 0 " 24' - 8 3/4"12' - 1 3/4"40' - 7" 1' - 0" 7' - 9 1 / 2 " 4' - 4 3 / 4 " 11 ' - 8 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " T.O.R. 31.58 T.W. 31.88 T.W. 31.88 T.W. 31.88 F.S. 31.88 F.S. 29.88 18 R @ 6 1 / 2 " 17 T @ 1 1 " CLEAR 3' - 2 1/8" CLEAR 3' - 2 1/8"CL E A R 3' - 2 1 / 8 " WI N E 2' - 6" S. Y . S . B . T O F I N S H 3' - 0 " NOTE: ON ROOF DECK, MAXIMUM HEIGHT OF 24' - 0" APPLIES TO ALL ACCESSORY STRUCTURES ON THE DECK (BBQ, COUNTERS, SPA, ETC.) A7.3.1 2 3' - 0 3/4" 14' - 2 3/4" EGRESS PATH E G R E S S P A T H E G R E S S P A T H EGRESS PATH 16' - 4 1/4" 3' - 7 3 / 4 " 2' - 2 1/4"2' - 2 1/2"12' - 11" 5' - 1 1 3 / 4 " 30' - 1 1/4" 37' - 8 1/4 " 23' - 8 3/4" 3 ' - 0 " 3' - 0"3' - 0" 3' - 0" 3' - 0" A4.1.82 A4.1.8 1 The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A1.3.11 THIRD FLOOR EGRESS PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 KEYNOTES THIS SHEETFLOOR PLAN NOTES 1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES. 2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS REQUIRED. 3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR LOW WATER CONSUMPTION. 4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES 5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. 6 WATER HEATER MUST BE STRAPPED TO WALL. 7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR. 8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER THE ASSEMBLY BILL 9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL. SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT. 11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3) 12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS @ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER. (NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3) 13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR OPENING WIDTH. 14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3) 15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS, OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS). 16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0" 17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC 1008.1.6) 18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8" FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH. 19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC. HEADROOM IS 30" (CBC 1209.2) 20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802) 21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION 22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC. 23 DUCTS IN PRIVATE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 0.019-INCH (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON DRAWINGS. 25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR ELEVATIONS FOR CEILING HEIGHTS. 26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING, PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR VOLUME CEILING SHOULD BE INCLUDED IN BID. 27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS. ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR UNDERSTANDING OF WORK INCLUDE IN BID. 28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND CONCRETE WALLS., U.N.O. 29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES. 30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR. 31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. 32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS 33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT. 34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1. 35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT ONE TIME. 36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE GRAFFITTI BEING APPLIED. (6306) 37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND FOR SHORING AND UNDERPINNING 38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095 0' 2' 4' 8' 1/4" = 1'-0" 16'1/4" = 1'-0"1 THIRD FLOOR DIMENSION EGRESS PLAN Revision Schedule # Description Date DSDSDS DS DSDS DS DS DSDS 1 A3.0.3 __________________________________________ 1 A3.0.4 __________________________________________ 1 1 3 3 5 5 A A C C 4 4 6 6 B B 3" / 1 2 " 3" / 1 2 " 4" / 12"4" / 12" 2 A3.0.4 __________________________________________ PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 3" / 1 2 " 3" / 1 2 " N T.O.R. 38.00 79' - 0" 2' - 0"18' - 0"5' - 1 3/4"7' - 10 1/2"7' - 10 1/2"23' - 10 1/4"16' - 3" UNCOVERED MECHANICAL AREA UNCOVERED DECK UNCOVERED DECK 26 ' - 0 " 2' - 0 " 9' - 0 " 17 ' - 0 " 2' - 0 " 1' - 0 " 1' - 0 " THIRD FLOOR F.Y.S.B. 15' - 0" F.Y.S.B. TO FINISH 5' - 0" TH I R D F L O O R S . Y . S . B . T O F I N I S H 5' - 0 " TH I R D F L O O R S . Y . S . B . T O F I N I S H 5' - 0 " R.Y.S.B. TO FINISH 5' - 0" THIRD FLOOR R.Y.S.B. 15' - 0" 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " 3" / 1 2 " T.O.R. 18.78 3' - 11" 2' - 0 " 2' - 6" 2' - 0 " 2 2 KN-11.18 41' - 0" 8' - 1 0 1 / 2 " SOLAR PANEL AREA FHZ.07 FHZ.07 2 2 2 2 NOTE: ON ROOF DECK, MAXIMUM HEIGHT OF 24' - 0" APPLIES TO ALL ACCESSORY STRUCTURES ON THE DECK (BBQ, COUNTERS, SPA, ETC.) 2 2' - 0 " 2 2 A7.3.1 22 DEFERRED PERMIT SUBMITTAL FOR SOLAR/PV NOTE: OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEETING INSPECTION F.S. 29.88 T.W. 31.88 F.S. 31.88 F.S. 28.38 F.S. 28.38 T.W. 31.88 F.P. ROOF VENTILATION CALCULATION PROVIDED ROOF VENTS ATTIC AREA GUEST HOUSE 674 SQ. FT. VENTILATION REQUIRED = AREA / 150= 4.49 SQ. FT (647 SQ. IN) PROPOSED A: ATTIC VENTS O'HAGIN TAPERED LOW PROFILE EACH VENT = 72 SQ. IN TYP. X 4 = 288 SQ. IN PROPOSED: 5.50 SQ.FT REQUIRED: 4.49 SQ.FT 792 SQ. IN = 5.50 SQ FT PROPOSED F: ATTIC VENTS VULCAN VENT VSC 2120 EACH VENT = 96 SQ. IN TYP. PER 120" 630" = 504 SQ. IN ROOF PLAN LEGEND SOLAR ZONE ATTIC ZONE FLAT ROOF TC TILE ROOF The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/4" = 1'-0" A1.4.3 ROOF DIMENSION PLAN 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 ROOF PLAN NOTES 1 ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLAN 2 ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARDS DRAINS. 3 PROVIDE 5/8" PLYWOOD SHEATHING OVER 2x STRIPPING @ 16" O.C. OVER ROOF DIAPHRAGM TO PROVIDE SLOPE TO DRAINS. U.N.O. 4 WATER SHALL NOT BE ALLOWED TO PUDDLE ON ANY PART OF THE ROOF AND NO OBSTACLE SHALL PREVENT WATER TO FLOW TO DRAINS. 5 ROOF GUTTER SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER; PROVIDE DOME WIRE BASKET AT EACH ROOF DRAIN. 6 CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FOR WATER LEAKAGE PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDE A 10 YEAR WARRANTY AGAINST LEAKAGE. 7 ROOF DRAINAGE TO BE CONNECTED TO EXISTING CITY APPROVED DRAINAGE DEVICE. ALL RAIN WATER TO BE DIRECTED TO STREET OR APPROVED OUTLET. 8 MECHANICAL EQUIPMENT IN ATTIC SHALL BE SUSPENDED FROM ROOF JOISTS WITH STRAPPING. PROVIDE ISOLATORS TO REDUCE AS MUCH AS POSSIBLE NOISE AND VIBRATIONS. 9 ROOFS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 7A AND CHAPTER 15. ROOFS SHALL HAVE A ROOFING ASSEMBLY INSTALLED IN ACCORDANCE W/ ITS LISTING AND THE MANUF. INSTALLATION INSTRUCTIONS 10 PROVIDE WATERPROOFING AND 16 OZ. COPPER FLASHING AND COUNTER FLASHING AT ALL ROOF PENETRATIONS. ALL JOINTS AT SHEET METAL SHALL BE CAULKED. 11 ALL VENTS AND ROOF STACKS SHALL HAVE RAIN PROTECTION CAPS.COLOR OF ALL EXPOSED VENTS AND ROOF STACKS TO MATCH ADJ. MATERIAL, UNLESS SPECIFIED OTHERWISE BY ARCHITECT. 12 PROVIDE ATTIC VENTILATION OF AT LEAST 1/150 OF THE AREA OF VENTILATED SPACE, AS REQUIRED BY LADBS, SEC.91.1595.03 13 VENTILATION IS NOT REQUIRED IN AREAS WHERE ROOF INSULATION IS INSTALLED BETWEEN RAFTERS WITH NO AIR SPACE BETWEEN INSULATION AND EXTERIOR SHEATHING. 14 VENTS SHALL NOT BE INSTALLED IN EAVES AND CORNICES; EAVE AND CORNICE VENS MAY BE USED PROVIDED THEY RESIST THE INTRUSION OF FLAME AND BURNING EMBERS INTO THE ATTIC AREA OF THE STRUCTURE 15 TOP OF CHIMNEY SHALL EXTEND 2' MIN. ABOVE ANY PART OF THE BUILDING WITHIN 10' AND SHALL HAVE A U.L. APPROVED SPARK ARRESTER. 16 WHEN APPLICABLE, MECHANICAL EQUIPMENT (CONDENSING UNITS) SHALL BE MOUNTED ON MASON SPRING ISOLATORS #SLRA-125 OR APPROVED EQUAL. PROVIDE 2" MIN. LIGHTWEIGHT CONCRETE OVER EQUIPMENT PLATFORM 17 CRICKETS TO BE 16 OZ. COPPER FLASHING OVER 5/8" CDX PLYWOOD SHEATHING FRAMED WITH 2X @ 16" O.C. MIN. 18 PROVIDE DOME WIRE BASKET AT EACH ROOF DRAIN. 19 COLOR ALL EXPOSED VENTS AND ROOF STACKS TO MATCH ADJACENT MATERIAL, UNLESS SPECIFIED OTHERWISE BY ARCHITECT 20 VENTS SHALL BE CONSTRUCTED WITH 16 OZ. COPPER LOUVERS AND MAX. 1/4" X 1/4" COPPER WHIRE CLOTH PER S.M.A.C.N.A GUIDELINES. LOUVERS SHALL BE DESIGNED SO THAT WATER IS DEFLECTED IN A DRIVING RAIN. 21 PROVIDE COPPER FLASHING/COUNTER FLASHING AT ALL LOCATIONS 22 SOLAR VOLTAIC PLANS ARE REQUIRED FOR THIS PROJECT AND MUST BE SUBMITTED AND APPROVED PRIOR TO THE ROOF SHEATHING INSPECTION. 1/4" = 1'-0"1 ROOF DIMENSION PLAN 0' 2' 4' 8' 1/4" = 1'-0" 16' KEYNOTES THIS SHEET FHZ.07 VHFHSZ: UNDER-EAVE SAFETY VENT. CA. BML #8160-2232:0500. KN-11.18 SOLAR PANELS, MIN. AREA REQUIREMENT OF 3,645 kW DC PER MEP CALCULATIONS; SEE SHEET G0.0.3 FOR DETAILS. DEREFFED PERMIT SUBMITTAL FOR SOLAR PV/SYSTEM. 2 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 9.00' SECOND FLOOR F.F.E. 9' -11 1/4" MAX HEIGHT FLAT ROOF 24' -0" BASEMENT F.F.E. -10' -3 1/2" T.P. SECOND FLOOR 18' -0 3/8" T.P. FIRST FLOOR 8' -9 5/8" T.P. BASEMENT -1' -3 5/8" SEA LEVEL 0.00' 1 A3.0.4 __________________________________________ MAX HEIGHT PITCHED ROOF -MIN. SLOPE 3/12 29' -0" THIRD FLOOR F.F.E. 19' -4 1/2" 135 R.Y.S.B. 5' - 0" 10 ' - 3 1 / 2 " 29 ' - 0 " M A X . 29 ' - 0 " 9' - 0 " 1' - 3 3 / 4 " 8' - 9 3 / 4 " 1' - 1 3 / 4 " 8' - 1 1 / 4 " 1' - 4 1 / 4 " 9' - 7 1 / 2 " 7' - 6 " 7' - 6 " 3' - 0 " 5' - 0 " 8' - 0 " 46 AVERAGE NATURAL GRADE (E) 6.94' 2 A3.0.4 __________________________________________ (E) FS 6.72' (E) FS 7.13' 3' - 0 " 4' - 6 " R.Y.S.B. 5' - 0" THIRD FLOOR R.Y.S.B. 15' - 0" THIRD FLOOR F.Y.S.B. 15' - 0" 2' - 6" MI N . 3' - 6 " 10 ' - 3 1 / 2 " T.W. 31.88 MI N . 3' - 6 " MI N . 3' - 6 " T.O.R. 38.00 T.W. 31.88 LINE OF BASEMENT BEYOND KN-06.40 KN-06.39 KN-06.41 KN-06.39 KN-06.39FLS.12 FLS.05 FLS.05 KN-08.17 KN-08.17KN-08.17 24 ' - 0 " M A X . 22 ' - 1 0 1 / 2 " MI N . 3' - 6 " KN-PT-02 1' - 3 1 / 2 " 10 ' - 3 1 / 2 " 9' - 1 1 1 / 4 " 9' - 5 1 / 4 " (E) PRE-CONSTRUCTION GRADE W204W205 W206 W203 W201W202 W102 D103 W103 W101 W108 W106W107 KN-06.40 KN-06.40 2 6' - 6 " KN-01.04 KN-01.04 KN-01.04 KN-01.04 4" / 12"4 " / 1 2 "2 2 2 2 2 2 NOTE: ON ROOF DECK, MAXIMUM HEIGHT OF 24' - 0" APPLIES TO ALL ACCESSORY STRUCTURES ON THE DECK (BBQ, COUNTERS, SPA, ETC.) 2 F.S. 10.33 The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/4" = 1'-0" A2.0.1 BUILDINGD ELEVATIONS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 KEYNOTES THIS SHEET FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING SOLID ROOF EAVES; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED. KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS A8.0.2 AND A8.0.3 FOR SPECS. KN-06.41 SHEET METAL SIDING; DARK GREY FINISH KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW SCHEDULE); NATURAL FINISH KN-PT-0 2 WOODEN SHUTTERS, PAINTED FINISH. 1/4" = 1'-0"2 NORTH PROPOSED ELEVATION 0' 2' 4' 8' 1/4" = 1'-0" 16' Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 9.00' SECOND FLOOR F.F.E. 9' -11 1/4" MAX HEIGHT FLAT ROOF 24' -0" BASEMENT F.F.E. -10' -3 1/2" T.P. SECOND FLOOR 18' -0 3/8" T.P. FIRST FLOOR 8' -9 5/8" T.P. BASEMENT -1' -3 5/8" SEA LEVEL 0.00' 1 A3.0.4 __________________________________________ MAX HEIGHT PITCHED ROOF -MIN. SLOPE 3/12 29' -0" THIRD FLOOR F.F.E. 19' -4 1/2" 1 3 5 R.Y.S.B. 5' - 0" 9' - 7 1 / 2 " 1' - 4 1 / 4 " 8' - 1 1 / 4 " 1' - 1 3 / 4 " 8' - 9 3 / 4 " 1' - 3 3 / 4 " 9' - 0 " 29 ' - 0 " M A X . 29 ' - 0 " 8' - 0 " 5' - 0 " 3' - 0 " 4' - 6 " 3' - 0 " 4 6 AVERAGE NATURAL GRADE (E) 6.94' AVERAGE NATURAL GRADE (E) 6.94' 2 A3.0.4 __________________________________________ (E) FS 7.06' (E) FS 6.86' MI N . 3' - 6 " T.W. 11.94 MA X . 5' - 0 " MI N . 3' - 6 " MI N . 3' - 6 " MI N . 3' - 6 " F.Y.S.B. 5' - 0" THIRD FLOOR F.Y.S.B. 15' - 0" 2' - 6" W301 D302 D301 W211 W210W212 D105 W105 W104 W209 W208 4' - 6 " 3' - 0 " LINE OF BASEMENT BEYOND KN-06.40 KN-06.39 KN-06.41 KN-06.40 FLS.12 FLS.05 FLS.05 FLS.05 24 ' - 0 " M A X . 22 ' - 1 0 1 / 2 " F.S. 31.75 T.O.R. 38.00 KN-08.17 KN-08.17 MI N . 3' - 6 " 24 ' - 0 " M A X . 22 ' - 1 0 1 / 2 " KN-PT-02 THIRD FLOOR R.Y.S.B. 15' - 0" R.Y.S.B. 5' - 0" 1' - 3 1 / 2 " 19 ' - 4 1 / 2 " 10 ' - 3 1 / 2 " (E) PRE-CONSTRUCTION GRADE 2 W109 W213 T.W. 31.88 6' - 6 " 6' - 0 " KN-01.04 KN-01.04 KN-01.04 KN-01.04 KN-01.04 2 2 2 2 2 2 NOTE: ON ROOF DECK, MAXIMUM HEIGHT OF 24' - 0" APPLIES TO ALL ACCESSORY STRUCTURES ON THE DECK (BBQ, COUNTERS, SPA, ETC.) 2 1' - 9 1/2"1' - 9 1/2" 6' - 1 1 1 / 2 " 2 F.S. 10.33 3' - 5 1 / 2 " 2' - 1 1 / 2 " The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/4" = 1'-0" A2.0.2 BUILDINGD ELEVATIONS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 KEYNOTES THIS SHEET FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING SOLID ROOF EAVES; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED. KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS A8.0.2 AND A8.0.3 FOR SPECS. KN-06.41 SHEET METAL SIDING; DARK GREY FINISH KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW SCHEDULE); NATURAL FINISH KN-PT-0 2 WOODEN SHUTTERS, PAINTED FINISH. 1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION 0' 2' 4' 8' 1/4" = 1'-0" 16' Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 9.00' FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 9.00' SECOND FLOOR F.F.E. 9' -11 1/4" SECOND FLOOR F.F.E. 9' -11 1/4" MAX HEIGHT FLAT ROOF 24' -0" MAX HEIGHT FLAT ROOF 24' -0" BASEMENT F.F.E. -10' -3 1/2" BASEMENT F.F.E. -10' -3 1/2" T.P. SECOND FLOOR 18' -0 3/8" T.P. SECOND FLOOR 18' -0 3/8" T.P. FIRST FLOOR 8' -9 5/8" T.P. FIRST FLOOR 8' -9 5/8" T.P. BASEMENT -1' -3 5/8" T.P. BASEMENT -1' -3 5/8" SEA LEVEL 0.00' SEA LEVEL 0.00' 1 A3.0.3 __________________________________________ MAX HEIGHT PITCHED ROOF -MIN. SLOPE 3/12 29' -0" MAX HEIGHT PITCHED ROOF -MIN. SLOPE 3/12 29' -0" THIRD FLOOR F.F.E. 19' -4 1/2" THIRD FLOOR F.F.E. 19' -4 1/2" AC S.Y.S.B. 3' - 0" 9' - 7 1 / 2 " 1' - 4 1 / 4 " 8' - 1 1 / 4 " 1' - 1 3 / 4 " 8' - 9 3 / 4 " 1' - 3 3 / 4 " 9' - 0 " 29 ' - 0 " M A X . 29 ' - 0 " 7' - 6 " B AVERAGE NATURAL GRADE (E) 6.94' AVERAGE NATURAL GRADE (E) 6.94' (E) FS 6.72' (E) FS 6.86' 2' - 3 1 / 4 " F.S. 31.88 LINE OF BASEMENT BEYOND PR O P E R T Y L I N E PR O P E R T Y L I N E T.O.R. 38.00 MI N . 3' - 6 " MI N . 3' - 6 " D207W207 FLS.05 FLS.12 KN-06.41 KN-08.17 KN-08.56 30' - 0" KN-06.39 24 ' - 0 " M A X . 22 ' - 1 0 1 / 2 " 1' - 3 1 / 2 " ` 2' - 1 1 / 2 " (E) PRE-CONSTRUCTION GRADE 9' - 5 1 / 4 " 9' - 1 1 1 / 4 " 10 ' - 3 1 / 2 " D104 1' - 0"1' - 0" KN-01.04 KN-01.04 KN-01.04 KN-01.04 MIN. 3" / 12"M I N . 3 " / 1 2" 2 2 2 2 2 2 2 NOTE: ON ROOF DECK, MAXIMUM HEIGHT OF 24' - 0" APPLIES TO ALL ACCESSORY STRUCTURES ON THE DECK (BBQ, COUNTERS, SPA, ETC.) 2 F.S. 10.33 2 KN-06.40 The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/4" = 1'-0" A2.0.3 BUILDINGD ELEVATIONS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 0' 2' 4' 8' 1/4" = 1'-0" 16' KEYNOTES THIS SHEET FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING SOLID ROOF EAVES; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED. KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS A8.0.2 AND A8.0.3 FOR SPECS. KN-06.41 SHEET METAL SIDING; DARK GREY FINISH KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW SCHEDULE); NATURAL FINISH KN-08.56 PRIVACY GLASS 1/4" = 1'-0"1 PROPOSED EAST ELEVATION Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 9.00' SECOND FLOOR F.F.E. 9' -11 1/4" MAX HEIGHT FLAT ROOF 24' -0" BASEMENT F.F.E. -10' -3 1/2" T.P. SECOND FLOOR 18' -0 3/8" T.P. FIRST FLOOR 8' -9 5/8" T.P. BASEMENT -1' -3 5/8" SEA LEVEL 0.00' 1 A3.0.3 __________________________________________ MAX HEIGHT PITCHED ROOF -MIN. SLOPE 3/12 29' -0" THIRD FLOOR F.F.E. 19' -4 1/2" A CB AVERAGE NATURAL GRADE (E) 6.94'AVERAGE NATURAL GRADE (E) 6.94' S.Y.S.B. 3' - 0" S.Y.S.B. 3' - 0" 9' - 7 1 / 2 " 1' - 4 1 / 4 " 8' - 1 1 / 4 " 1' - 1 3 / 4 " 8' - 9 3 / 4 " 1' - 3 3 / 4 " 9' - 0 " 29 ' - 0 " M A X . 29 ' - 0 " 7' - 6 " (E) FS 7.13' (E) FS 7.06' MA X . 5' - 0 " F.S. 8.92 F.S. 8.92 MI N . 3' - 6 " FLS.05 FLS.05 KN-06.39 KN-06.40 T.W. 31.88 LINE OF BASEMENT BEYOND KN-08.56 KN-08.17 KN-08.35 KN-06.39 MI N . 3' - 6 " 24 ' - 0 " M A X . 22 ' - 1 0 1 / 2 " KN-PT-02 1' - 3 1 / 2 " T.W. 11.94 9' - 5 1 / 4 " 9' - 1 1 1 / 4 " 10 ' - 3 1 / 2 " (E) PRE-CONSTRUCTION GRADE D215D201 D101 1' - 0" 1' - 0" KN-01.04 T.O.R. 38.00 KN-01.04 KN-01.04 KN-01.04 MIN. 3" / 12"M IN . 3 " / 1 2 " 2 2 2 2 2 2 2 NOTE: ON ROOF DECK, MAXIMUM HEIGHT OF 24' - 0" APPLIES TO ALL ACCESSORY STRUCTURES ON THE DECK (BBQ, COUNTERS, SPA, ETC.) 2 The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/4" = 1'-0" A2.0.4 BUILDINGD ELEVATIONS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 KEYNOTES THIS SHEET FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED. KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS A8.0.2 AND A8.0.3 FOR SPECS. KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW SCHEDULE); NATURAL FINISH KN-08.35 GARAGE DOOR, SECTIONAL METAL (STEEL) DOOR PAINTED FINISH. KN-08.56 PRIVACY GLASS KN-PT-0 2 WOODEN SHUTTERS, PAINTED FINISH. 1/4" = 1'-0"1 PROPOSED WEST ELEVATION 0' 2' 4' 8' 1/4" = 1'-0" 16' Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 9.00' SECOND FLOOR F.F.E. 9' -11 1/4" MAX HEIGHT FLAT ROOF 24' -0" BASEMENT F.F.E. -10' -3 1/2" T.P. SECOND FLOOR 18' -0 3/8" T.P. FIRST FLOOR 8' -9 5/8" T.P. BASEMENT -1' -3 5/8" 1 A3.0.4 __________________________________________ 9' - 7 1 / 2 " 1' - 4 1 / 8 " 8' - 1 1 / 8 " 1' - 1 5 / 8 " 8' - 9 5 / 8 " MAX HEIGHT PITCHED ROOF -MIN. SLOPE 3/12 29' -0" THIRD FLOOR F.F.E. 19' -4 1/2" 9' - 7 1 / 2 " 9' - 5 1 / 4 " 9' - 1 1 1 / 4 " 1 3 5 1' - 3 5 / 8 " 8' - 1 1 7 / 8 " 4 6 AVERAGE NATURAL GRADE (E) 6.94' 29 ' - 0 " M A X . 29 ' - 0 " 2 A3.0.4 __________________________________________ 7' - 1 1 1 / 2 " VESTIBULE 002 GYM 005 FAMILY ROOM 103 COVERED LOGGIA 108 DINING ROOM 102 PRIMARY BEDROOM 200 BEDROOM 1 209 8' - 0 " 9' - 6 " 7' - 1 1 1 / 2 " 9' - 7 1 / 2 " 1' - 4 1 / 4 " 8' - 1 1 / 4 " 1' - 1 3 / 4 " 8' - 9 3 / 4 " 1' - 3 3 / 4 " 9' - 0 " MI N . 3' - 6 " MI N . 3' - 6 " F.S. 31.88 F.Y.S.B. 5' - 0" 4' - 0"1' - 0" R.Y.S.B. 5' - 0" 2' - 6" MI N . 3' - 6 " 2' - 0 " 24 ' - 0 " M A X . 22 ' - 1 0 1 / 2 " 24 ' - 0 " M A X . 22 ' - 1 0 1 / 2 " T.W. 31.88 FLS.01 KN-08.17 FLS.12 FLS.02 KN-06.42 KN-06.07KN-08.22 KN-03.02 KN-03.14 FLS.12 KN-03.08 KN-06.07 KN-03.14 KN-06.07 FLS.05 MI N . 3' - 6 " KN-08.39 KN-06.40 2 KN-06.40 KN-06.40KN-06.42 FLS.01 ELEVATOR UNDER SEPARATE PERMIT ELEVATOR UNDER SEPARATE PERMIT 2-CAR GARAGE 107 6' - 1 0 3 / 4 " 4' - 6 " 4' - 0" KN-03.08 F.S. -5.92 F.S. -1.42 F.F.E. -1.29 F.S. -7.42 F.S. 7.00 F.S. -3.42 SECANT PILES PER STRUCTURAL SECANT PILES PER STRUCTURAL FLS.01 KN-06.22 KN-06.22 KN-06.22 8' - 8 1 / 2 " KN-01.04 KN-01.04 KN-01.04 KN-01.04 2 2 2 2 2 2 KN-01.04 KN-01.04 2 KN-06.08 KN-06.09 KN-06.09 KN-06.09 2 (E) FG = 6.86 2' - 1 3 / 4 " 3' - 5 3 / 4 " F.S. 10.33 2 KN-09.32 2 2 Full Overlay (Euro) 9.00' The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/4" = 1'-0" A3.0.3 BUILDING SECTIONS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1/4" = 1'-0"1 BUILDING SECTION - LONG KEYNOTES THIS SHEET FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X" GYPSUM BD. ON ALL GARAGE WALLS, CEILING, POSTS AND BEAMS SUPPORTING DWELLING AND SHALL EXTEND FROM TOP OF CONCRETE TO, AND INCLUDE GARAGE CEILING. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE EQUIPPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES. (SEE DOOR SCHEDULE). FLS.02 F/LS: ENCLOSED ACCESIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH TYPE "X" GYPSUM BOARD. (R302.7). FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING SOLID ROOF EAVES; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE.. KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED. KN-03.02 REINFORCED CONCRETE RETAINING WALL - SEE STRUCTURAL PLANS. KN-03.08 CONCRETE FOOTING / FOUNDATION; SEE STRUCTURAL PLANS. KN-03.14 SLAB ON GRADE (SEE STRUCTURAL DWGS). KN-06.07 FLOOR JOISTS (SEE STRUCTURAL DWGS). KN-06.08 2X6 FURRED WALL + INSULATION PER ENERGY CALCS (SEE TITLE 24 REPORT). KN-06.09 ROOF RAFTER (SEE STRUCTURAL) WITH BELOW DECK INSULATION (BETWEEN RAFTERS) WITH NO AIR SPACE ABOVE + RADIANT BARRIER PER ENERGY CALCS (SEE TITLE 24 REPORT). KN-06.22 SOLID WOOD GUARDRAIL 36" AFF. SEE INTERIOR OR EXTERIOR ELEVATIONS AND DETAILS FOR SPECIFICATION. KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS A8.0.2 AND A8.0.3 FOR SPECS. KN-06.42 ROOF SHEATHING AND RAFTERS SEE STRUCTURAL DRAWINGS KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW SCHEDULE); NATURAL FINISH KN-08.22 WOOD DOORS AND FRAMES, SEE DOOR SCHEDULE. KN-08.39 GARAGE DOOR MOTOR - TBD. PROVIDE ELECTRICAL AS PER MANUF. SPECS. KN-09.32 5/8" DRYWALL; TYPE X GYPSUM OR SIMILAR. 0' 2' 4' 8' 1/4" = 1'-0" 16' Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 9.00' SECOND FLOOR F.F.E. 9' -11 1/4" MAX HEIGHT FLAT ROOF 24' -0" BASEMENT F.F.E. -10' -3 1/2" T.P. SECOND FLOOR 18' -0 3/8" T.P. FIRST FLOOR 8' -9 5/8" T.P. BASEMENT -1' -3 5/8" SEA LEVEL 0.00' 1 A3.0.3 __________________________________________ MAX HEIGHT PITCHED ROOF -MIN. SLOPE 3/12 29' -0" THIRD FLOOR F.F.E. 19' -4 1/2" A CB AVERAGE NATURAL GRADE (E) 6.94' STORAGE 001 JUNIOR ADU J105 T.O.R. 38.00 9' - 7 1 / 2 " 1' - 4 1 / 4 " 8' - 1 1 / 4 " 1' - 1 3 / 4 " 8' - 9 3 / 4 " 1' - 3 3 / 4 " 9' - 0 " 29 ' - 0 " M A X . 29 ' - 0 " F.S. 8.92 F.S. 8.92 24 ' - 0 " M A X . 22 ' - 1 0 1 / 2 " OPEN TO BEYOND 8' - 0 " T.W. 31.88 KN-08.22 FLS.01 KN-08.03 KN-06.42 KN-06.07 KN-03.14 KN-03.02 KN-03.08 KN-07.41 KN-08.56 KN-06.40 0' - 7 1 / 2 " KN-06.40 ELEVATOR UNDER SEPARATE PERMIT KN-06.07 F.S. -1.29 F.S. -2.04 F.S. -3.42 SECANT PILES PER STRUCTURAL SECANT PILES PER STRUCTURAL 2' - 0 " 0' - 4 " 0' - 4 " F.S. -4.08 KN-06.22 KN-06.22 KN-06.22 3" / 12" 3" / 12" ELEVATOR UNDER SEPARATE PERMIT KN-01.04 KN-01.04 2 2 2 2 2 KN-01.04 KN-01.04 KN-06.09 KN-06.08 KN-06.08 KN-09.322 T.W. 13.00 (E) WALL TO REMAIN 3' - 0" (E) 6'-0" FENCE TO REMAIN FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 9.00' SECOND FLOOR F.F.E. 9' -11 1/4" MAX HEIGHT FLAT ROOF 24' -0" BASEMENT F.F.E. -10' -3 1/2" T.P. SECOND FLOOR 18' -0 3/8" T.P. FIRST FLOOR 8' -9 5/8" T.P. BASEMENT -1' -3 5/8" SEA LEVEL 0.00' 1 A3.0.3 __________________________________________ MAX HEIGHT PITCHED ROOF -MIN. SLOPE 3/12 29' -0" THIRD FLOOR F.F.E. 19' -4 1/2" ACB AVERAGE NATURAL GRADE (E) 6.94' 9' - 6 " 24 ' - 0 " M A X . 22 ' - 1 0 1 / 2 " 9' - 7 1 / 2 " 1' - 4 1 / 4 " 8' - 1 1 / 4 " 1' - 1 3 / 4 " 8' - 9 3 / 4 " 1' - 3 3 / 4 " 9' - 0 " F.S. 8.92 MA X . 5' - 0 " T.W. 31.88 T.W. 11.94 FLS.01 KN-03.14 KN-03.14 KN-06.07 KN-07.41 KN-03.08 KN-06.42 KN-06.07 KN-06.40 2-CAR GARAGE 107 BEDROOM 2 207 4' - 6 " F.S. -5.92 F.S. -5.92 KN-22.07 KN-03.14 6' - 1 0 3 / 4 " 4' - 0"4' - 0" KN-06.42KN-06.40 KN-06.07 F.S. -7.42 F.S. -1.42 F.S. -1.29 F.S. -3.42 SECANT PILES PER STRUCTURAL SECANT PILES PER STRUCTURAL 0' - 4 " 0' - 4 " 2' - 0 " 1' - 6 " 0' - 4 " 0' - 4 " F.S. -8.08 F.S. -4.08 3" / 12"3 " / 1 2 " 0' - 1 1 / 2 " 4' - 6 " T.O.R. 38.00 KN-22.07 7' - 1 1 1 / 2 " 29 ' - 0 " M A X . 29 ' - 0 " KN-01.04 KN-01.04 2 2 2 2 2 2 KN-01.04 KN-01.04 2 KN-06.08 KN-06.09 KN-06.08 KN-06.09 KN-06.08 2 2 2 KN-09.32 KN-09.32 2 T.W. 13.00 (E) WALL TO REMAIN3' - 0" (E) 6'-0" FENCE TO REMAIN The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/4" = 1'-0" A3.0.4 BUILDING SECTIONS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1/4" = 1'-0"1 BUILDING SECTION - SHORT 02 1/4" = 1'-0"2 BUILDING SECTION - SHORT 01 0' 2' 4' 8' 1/4" = 1'-0" 16'0' 2' 4' 8' 1/4" = 1'-0" 16' KEYNOTES THIS SHEET FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X" GYPSUM BD. ON ALL GARAGE WALLS, CEILING, POSTS AND BEAMS SUPPORTING DWELLING AND SHALL EXTEND FROM TOP OF CONCRETE TO, AND INCLUDE GARAGE CEILING. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE EQUIPPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES. (SEE DOOR SCHEDULE). KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED. KN-03.02 REINFORCED CONCRETE RETAINING WALL - SEE STRUCTURAL PLANS. KN-03.08 CONCRETE FOOTING / FOUNDATION; SEE STRUCTURAL PLANS. KN-03.14 SLAB ON GRADE (SEE STRUCTURAL DWGS). KN-06.07 FLOOR JOISTS (SEE STRUCTURAL DWGS). KN-06.08 2X6 FURRED WALL + INSULATION PER ENERGY CALCS (SEE TITLE 24 REPORT). KN-06.09 ROOF RAFTER (SEE STRUCTURAL) WITH BELOW DECK INSULATION (BETWEEN RAFTERS) WITH NO AIR SPACE ABOVE + RADIANT BARRIER PER ENERGY CALCS (SEE TITLE 24 REPORT). KN-06.22 SOLID WOOD GUARDRAIL 36" AFF. SEE INTERIOR OR EXTERIOR ELEVATIONS AND DETAILS FOR SPECIFICATION. KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS A8.0.2 AND A8.0.3 FOR SPECS. KN-06.42 ROOF SHEATHING AND RAFTERS SEE STRUCTURAL DRAWINGS KN-07.41 METAL ROOF GUTTER WITH DOWNSPOUT. ROOF GUTTER SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER; PROVIDE DOME WIRE BASKET AT EACH ROOF DRAIN. KN-08.03 1/2" THICK TEMPERED GLASS TO BE PROVIDED AT WINDOWS AND DOORS LOCATED IN "HAZARDOUS LOCATIONS". SAFETY GLAZING SHALL CONFORM TO THE HUMAN IMPACT LOADS OF SECTION R308.3-4. KN-08.22 WOOD DOORS AND FRAMES, SEE DOOR SCHEDULE. KN-08.56 PRIVACY GLASS KN-09.32 5/8" DRYWALL; TYPE X GYPSUM OR SIMILAR. KN-22.07 4'-0"x 4'-0" PIT WITH METAL GRATE COVER OVER SUMP PUMP AND SEWER EJECTOR, SEE P-2 AND CIVIL PLANS. Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 EXTERIOR DOOR SINGLE SWINGSHOWER GLASS DOOR SWING DOUBLE-ACTINGINTERIOR DOOR DOUBLE SWINGINTERIOR DOOR SINGLE SWING C B A H EXTERIOR SLIDING DOOR 4-SASH STACKING BOTH SIDESEXTERIOR SLIDING DOOR 2-SASH STACKING ONE SIDESINTERIOR DOUBLE POCKET DOOREXTERIOR ENTRY DOOR GF E L EXTERIOR 6-PANEL BIFOLD DOOR D EXTERIOR MECHANICAL DOOR I GATEJ HE I G H T WIDTH HE I G H T WIDTH HE I G H T WIDTH WIDTH HE I G H T WIDTH HE I G H T WIDTH WIDTH HE I G H T HE I G H T WIDTH WIDTH HE I G H T INTERIOR FLUSH DOOR SINGLE SWINGK HE I G H T WIDTH WIDTH HE I G H T HE I G H T HE I G H T WIDTH The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/2" = 1'-0" A5.0.1 DOOR LEGEND 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date M EXTERIOR SLIDING DOOR 3-SASH STACKING ONE SIDE WIDTH HE I G H T N EXTERIOR 6-PANEL BIFOLD DOOR HE I G H T WIDTH O EXTERIOR SLIDING DOOR 3-SASH STACKING ONE SIDE INTERIOR POCKET DOOR WIDTH HE I G H T The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/2" = 1'-0" A5.0.2 DOOR SCHEDULE 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 SWH HARDWARE TYPES HARDWARE TYPE DESCRIPTION H-1 ENTRANCE SET MANUFACTURER/MODEL T.B.D. SIZE FINISH H-2a EXTERIOR SECURITY SINGLE (SWINGING) MANUFACTURER/MODEL T.B.D. H-2b EXTERIOR SECURITY PAIR (SWINGING) MANUFACTURER/MODEL T.B.D. H-2c EXTERIOR SECURITY (SLIDING) MANUFACTURER/MODEL T.B.D. H-3 INTERIOR PRIVACY MANUFACTURER/MODEL T.B.D. H-4 INTERIOR PASSAGE MANUFACTURER/MODEL T.B.D. H-5 INTERIOR DUMMY MANUFACTURER/MODEL T.B.D. H-6 INTERIOR HIDDEN MANUFACTURER/MODEL T.B.D. H-7 INTERIOR SHOWER MANUFACTURER/MODEL T.B.D. H-8 EXTERIOR MISC. MANUFACTURER/MODEL T.B.D. NOTE 1: ALL HARDWARE TO BE ROCKY MOUNTAIN HARDWARE UNLESS OTHERWISE NOTED DESIGN HARDWARE: (323) 930-1330 TYPICAL LEVER IS TBD NOTE 2: EACH SWING DOOR TO RECIEVE (4) 4 1/2" ROCKY MOUNTAIN SQUARE BUTT HINGES FINISH: SWH DOOR SCHEDULE_125 E. BAY FRONT ID # ROOM TYPE Description OPERATION FIRE RATING WIDTH HEIGHT THICKNESS AREA (ft²) FRAME MATERIAL SASH MATERIAL GLAZING TEMPERED THRESHOLD WEATHER STRIP SCREEN HARDWARE SHADE COMMENTS BASEMENT F.F.E. D001 006 I EXTERIOR 1 LEAF MECHANICAL SWING 3' - 0" 6' - 8" 0' - 2 1/4" frr METAL METAL Yes Yes D002 006 A SINGLE SWING SWING 20 MIN. 3' - 0" 6' - 8" 0' - 1 3/4"MAHOGANY MAHOGANY Yes Yes D003 001 C INTERIOR 2 LEAF FLUSH SWING 4' - 0" 8' - 0" 0' - 0 3/4"GLASS Yes D004 006 A SINGLE SWING SWING 20 MIN. 3' - 0" 6' - 8" 0' - 1 3/4"WOOD WOOD Yes Yes D005 003 C SINGLE SWING SWING 2' - 10" 8' - 0" 0' - 0 3/4"GLASS Yes D006 004 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY D007 002 B INTERIOR 2 LEAF FLUSH SWING 4' - 0" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 D101 104 N GARAGE - SECTIONAL OVERHEAD - MOTORIZED 20 MIN. 16' - 0" 8' - 0" 0' - 2"MAHOGANY MAHOGANY D102 104 A SINGLE SWING SWING 20 MIN. 2' - 10" 8' - 0" 0' - 1 3/4"MAHOGANY MAHOGANY D103 102 E EXTERIOR 1 LEAF FRENCH WITH SIDELIGHT SWING 4' - 6" 8' - 0" 0' - 1 1/2" 36 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes D104 103 L EXTERIOR 4-LEAF FRENCH FOLDING 17' - 6" 8' - 0" 0' - 1 1/2" 140 STEEL MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes Yes D105 J105 D EXTERIOR 1 LEAF FRENCH SWING 3' - 0" 8' - 0" 0' - 1 1/2" 24 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes D106 100 A SINGLE SWING SWING 20 MIN. 2' - 10" 8' - 0" 0' - 1 3/4"MAHOGANY MAHOGANY D107 J107 A SINGLE SWING SWING 2' - 8" 8' - 0" 0' - 1 3/4"MAHOGANY MAHOGANY D108 J107 C INTERIOR 1 LEAF SHOWER SWING -DOUBLE ACTING 2' - 6" 7' - 0" 0' - 0 3/4"GLASS Yes D109 J106 A SINGLE SWING SWING 2' - 8" 8' - 0" 0' - 1 3/4"MAHOGANY MAHOGANY SECOND FLOOR F.F.E. D201 209 G EXTERIOR 2-LEAF FRENCH SLIDING - ONE SIDE 6' - 0" 7' - 6" 0' - 1 1/2" 45 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes Yes D202 210 O INTERIOR 1 LEAF FLUSH POCKET - ONE SIDE 2' - 10" 7' - 6" 0' - 1 1/2"MAHOGANY MAHOGANY D203 210 C INTERIOR 1 LEAF SHOWER SWING -DOUBLE ACTING 2' - 6" 7' - 0" 0' - 0 3/4"GLASS Yes D204 209 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY D205 204 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY D206 205 F INTERIOR 2 LEAF FLUSH POCKET - TWO SIDES 3' - 6" 7' - 6" 0' - 1 1/2"MAHOGANY MAHOGANY RECESSED DOOR HARDWARE D207 200 H EXTERIOR 4-LEAF FRENCH SLIDING - TWO SIDES 11' - 0" 7' - 6" 0' - 1 1/2" 82.5 ALUMINUM CLAD - WOOD ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes Yes D208 201 K INTERIOR 1 LEAF - FLUSH SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY D209 202 K INTERIOR 1 LEAF - FLUSH SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY D210 203 F INTERIOR 2 LEAF FLUSH POCKET - TWO SIDES 4' - 0" 7' - 6" 0' - 1 1/2"MAHOGANY MAHOGANY RECESSED DOOR HARDWARE D212 203 C INTERIOR 1 LEAF SHOWER SWING -DOUBLE ACTING 2' - 6" 7' - 6" 0' - 0 3/4"MAHOGANY Yes D213 203 C SINGLE SWING SWING 2' - 6" 7' - 6" 0' - 1 3/4"GLASS Yes RECESSED DOOR HARDWARE D214 207 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY D215 207 G EXTERIOR 2-LEAF FRENCH SLIDING - ONE SIDE 6' - 0" 7' - 6" 0' - 1 1/2" 45 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes Yes D216 208 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY D217 208 C INTERIOR 1 LEAF SHOWER SWING -DOUBLE ACTING 2' - 6" 7' - 0" 0' - 0 3/4"GLASS Yes THIRD FLOOR F.F.E. D301 STAIR D EXTERIOR 1 LEAF FRENCH SWING 2' - 10" 6' - 8" 0' - 1 1/2" 18.88 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes D302 STAIR D EXTERIOR 1 LEAF FRENCH SWING 2' - 10" 6' - 8" 0' - 1 1/2" 18.88 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes D303 STAIR J MAN-GATE SWING 3' - 0" 3' - 6" 0' - 1 1/2"WOOD WOOD 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 CASEMENT WINDOW 4-SASHCASEMENT WINDOW 1-SASHCASEMENT WINDOW 2-SASH CB A CURTAIN WALL CORNER WINDOW -AFIXED WINDOW ED G CURTAIN WALL WIDTH HE I G H T HE I G H T WIDTH HE I G H T WIDTH CURTAIN WALL CORNER WINDOW -BF WIDTH HE I G H T CASEMENT WINDOW 5-SASH -WITH FIXED CENTERH HE I G H T WIDTH 1' - 9 1/2" 6' - 1 1 1 / 2 " 1' - 9 1/2" 6' - 1 1 1 / 2 " 12.5 SQFT12.5 SQFT 2 11' - 5 1/4" 26 ' - 5 1 / 4 " 28 ' - 4 " 6' - 5 1 / 2 " 1' - 4 1/2" 5' - 1 0 3 / 4 " 1' - 4 1/2" 5' - 1 0 3 / 4 " 6' - 5 1 / 2 " The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1/2" = 1'-0" A5.1.1 WINDOW LEGEND 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e A5.1.2 WINDOW SCHEDULE 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 SWH WINDOW SCHEDULE_125 E. BAY FRONT ROOM NEW TYPE DESCRIPTION OPERATION WIDTH HEIGHT HEAD HEIGHT SASH THICKNESS AREA SQFT FRAME MATERIAL SASH MATERIAL NEW Screen SHADE GLAZING MATERIAL TEMPERED COMMENTS FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88 W101 102 B 1 SASH CASEMENT 3' - 0" 5' - 0" 8' - 0" 0' - 1 1/2" 15 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W102 103 B 1 SASH CASEMENT 2' - 6" 5' - 0" 8' - 0" 0' - 1 1/2" 12.5 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W103 103 B 1 SASH CASEMENT 2' - 6" 5' - 0" 8' - 0" 0' - 1 1/2" 12.5 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W104 101 B 1 SASH CASEMENT 2' - 6" 5' - 0" 8' - 0" 0' - 1 1/2" 15 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W105 101 B 1 SASH CASEMENT 2' - 6" 5' - 0" 8' - 0" 0' - 1 1/2" 15 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W106 205 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W107 205 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W108 206 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W109 206 B 1 SASH CASEMENT 2' - 0" 5' - 0" 8' - 0" 0' - 1 1/2" 10 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 SECOND FLOOR F.F.E. W201 209 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W202 209 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W203 210 B 1 SASH CASEMENT 2' - 0" 3' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION YES EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W204 200 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W205 200 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W206 201 A 2 SASH CASEMENT 3' - 5" 4' - 6" 7' - 6" 0' - 1 1/2" 15.38 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W207 201 C 4 SASH CASEMENT 7' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 31.5 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W208 201 A 2 SASH CASEMENT 3' - 5" 4' - 6" 7' - 6" 0' - 1 1/2" 15.38 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W209 202 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W210 208 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION YES EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W211 207 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W212 207 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17 W213 203 H 3 SASH CASEMENT W/FIXED CENTER 10' - 0" 7' - 1" 7' - 6" 0' - 1 1/2" 71 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION YES CASEMENT AREA 12.5 SQFT EACH THIRD FLOOR F.F.E. W301 STAIR D FIXED FIXED 2' - 10" 6' - 8" 6' - 8" 0' - 1 1/2" 18.88 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION YES 2 2 Revision Schedule # Description Date 2 Revision 1 Plan Check Corrections 11/08/2022 DOWNSPOUT 4" STREET ELBOW STONE PAVING CONCRETE SUBBASE 1' - 0 " WOOD SIDING 4" BASE OF MIN. 1/2" CLEAN AGGREGATE ADJACENT SLAB ON GRADE PRE-APPLIED WATERPROOFING MEMBRANE & VAPOR BARRIER METAL FLASHING TO ADJ. SURFACE 6" M I N . BOTTOM PLATE WEATHERPROOF WALL MEMBRANE; OVERLAP FLASHING 4" MIN. EXTERIOR SHEATHING 2 LAYERS WALL MEMBRANE AT EXPOSED EDGE WATERPROOFING MEMBRANE INTERIOR WALL FINISH PER PLANS WOOD SIDING EXTERIOR SHEATHING PER STRUCTURAL BUILDING WRAP METAL FLASHING 2X FRAMING PER PLAN; INSULATION PER TITLE 24 REPORT BOTTOM PLATE ANCHOR BOLTS SEE STRUCTURAL 2 X TREATED SILL PLATE FOUNDATION SEE STRUCTURAL VAPOR BARRIER BENTONITE CLAY WATERPROOFING MEMBRANE. INSTALL PER MFR. REQUIREMENTS. PROVIDE MIN. 4" LAPS AT ALL SEAMS. 3" MIN. JOINT TAPE PER MFR. REQUIREMENTS SUBGRADE PER SOILS REPORT CONCRETE SLAB PER STRUCTURAL DWGS. 3" M I N . BENTONITE JOINT COMPOUND WATERSTOP SLAB POUR JOINT (WHERE OCCURS) 4" LAYER OF CLEAN SAND BASE DRAINAGE SHEET FLUID APPLIED POLYURETHANE MEMBRANE OR V.E. SELF ADHERED MEMBRANE INSTALLED PER MFR INSTRUCTIONS. OVERLAP SEAMS AND APPLY SO LAPS SHED WATER. EXPANSION JOINT WATERPROOFING TAPE CONCRETE SLAB PER STRUCTURAL FOOTING & REBAR PER STRUCTURAL CONCRETE WALL & REBAR PER STRUCTURAL WATERPROOFING MEMBRANE WATERPROOFING TAPE RESEALABLE BENTONITE WATERSTOP A7.1.1 6 Sim AT AREAS WITH HIGH ROOT GROWTH -PROVIDE A HDPE ROOT BARRIER BTW THE DRAINAGE SHEET AND W.P. MEMBRANE (FOOTING PER STRUCTURAL)1/2" MIN. CLEAN AGGREGATE GRAVEL WITH 4" DIA. PERFORATED PIPE (SEE BASEMENT PLAN FOR PERIMETER DRAIN LOCATIONS) FILTER FABRIC AROUND GRAVEL(SEE CIVIL) 1/2" THICK PROTECTION BOARD DRAINAGE SHEET FLUID APPLIED PLOYURETHANE MEMBRANE OR V.E. SELF ADHERED MEMBRANE PROVIDE CONCRETE CANT AT BACK OF WALL STEP, TYP. RESEALABLE BENTONITE WATERSTOP STEEL REBAR SIZE & LOCATION PER STRUCTURAL AT AREAS WITH HIGH ROOT GROWTH -PROVIDE A HDPE ROOT BARRIER BTW THE DRAINAGE SHEET AND W.P. MEMBRANE 15 MIL MENBRANCE WITH ALL SEAMS ADHERED AND TAPED LAYER OF CARLISLE MIRACLAY GMWITH BLACK ADS FACING UPWARD,WITH ALL SEAMS MASTIC’ED TOGETHER AND SEALED WITH MIRADRI 860 6/8 INCH STRIPS CARLISLE MIRAPLY H (HORIZONTAL)COMBINED WITH MIRAPLY V (VERTICAL) ON WALLS. ALL DETAILED WITH DOUBLE ADHEISION TAPE AT CUT SEAMS AND DETAIL TAPE AT ALL SEAMS 1/4 INCH FOAM BAORD OVER SUBSTRATE CARLISLE MIRA STOP EPOXY COATED REBAR TO TIE IN THE PROTECTION SLAB TO THE MAIN STRUCTURAL SLAB 4”MINIMUM PROTECTION SLAB REINFORCED WITH REBAR TYING INTO STRUCTURAL SLAB 36" ON CENTER 4" CONCRETE WASTE SLAB (SLABS PER STRUCTURAL) The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A7.1.1 FOUNDATION DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1 1/2" = 1'-0"1 DOWNSPOUT AT EXTERIOR WALL 3" = 1'-0"3 WOOD SIDING DETAIL AT FOUNDATION 1 1/2" = 1'-0"4 FOOTING AT EXTERIOR WALL 1 1/2" = 1'-0"5 TYP. SLAB ON GRADE1 1" = 1'-0"2 CRAWLSPACE WALL FOUNDATION 1 1/2" = 1'-0"6 TYP. FOUNDATION FOOTING 1 1/2" = 1'-0"7 FOUNDATION / WATERPROOFING Revision Schedule # Description Date ZINC-COATED COPPER GUTTER WOOD SIDING CLASS "A" ROOF ASSEMBLY. INSTALL PER MFR. INSTRUCTIONS. SEE ROOF PLAN FOR SPECS. LAP ONE LAYER OF WATERPROOFING MEMBRANE AT END OF ROOFING OVER FRONT EDGE PLYWOOD SHEATING PER STRUCTURAL ROOF AND CEILING FRAMING PER STRUCTURAL ZINC-COATED COPPER ROOF EDGE FLASHING INSULATION PER TITLE 24 0' - 3 1/2" T&G PLYWOOD SHEATING 2X OUTRIGGER BLOCKING EAVE VENT PER ROOF PLAN SEE STRUCTURAL FOR CONNECTION OF ROOF FRAMING TO WALL FRAMING TYP. ROOF FRAMING PER STRUCTURAL, TYP. TWO LAYERS OF #40 ROOFING PAPER AT CANT FLASHING, TYP. 2X FLAT NAILER ROOF SHT'G. PER STRUCTURAL CLASS "A" SLATE ROOFING, INSTALL PER MFG. SPECS. 2X4 FRAMING 5/8" PLYWOOD TYP. FLASHING AND COUNTER FLASHING 2X NAILER "C" RETURN, TYP. 8" M I N . 4" M I N . 2' - 0" VARIES SEE PLAN SEE STRUCTURAL FOR CONNECTION OF ROOF FRAMING TO WALL FRAMING TYP. CLASS "A" SLATE ROOFING, INSTALL PER MFG. SPECS. FLASHING AND COUNTER FLASHING 4" MIN. SELF ADHERED MEMBRANE AT ALL ROOF TRANSITIONS ROOF SHEATHING PER STRUCTURAL DBL LAYER OF CLASS 'A' UNDERLAYMENT UNDER STANDARD UNDERLAYMENT PER ROOFING MANF. ROOF FRAMING PER STRUCTURAL TYP. PROVIDE (1) CONTINUOUS LAYER OF GRACE "ULTRA" OR EQUAL WATERPROOFING MEMBRANE UNDER VALLEY FLASHING TWO LAYERS #40 ROOFING FELT CLASS "A" ROOF ASSEMBLY. INSTALL PER MFR INSTRUCTIONS. SEE ROOF PLAN FOR SPECS. ROOFING CLEATS @ 24" O.C. MIN. PER MFR. REQUIREMENTS, TYP. BONDERIZED VALLEY FLASHING W/ 1" "V" CRIMP AT CENTER ROOF FRAMING PER STRUCTURAL DRAWINGS 24" MI N.0' - 5" MIN. ROOF FRAMING PER STRUCTURAL DRAWINGS FACTORY RIDGE PIECE, INSTALL PER MFR. SPECS. CLASS "A" ROOF ASSEMBLY. INSTALL PER MFR. INSTRUCTIONS. SEE ROOF PLAN FOR SPECS. INSULATION PER TITLE 24 DBL LAYER OF CLASS 'A' UNDERLAYMENT UNDER STANDARD UNDERLAYMENT PER ROOFING MANF.; LAP ONE LAYER OF SELF ADHERED WATERPROOFING MEMBRANE AT RIDGE ENDS ROOF VENT PER ROOF PLAN ZINC-COATED COPPER GUTTER WOOD SIDING INSULATION PER TITLE 24 T&G EAVE VENT PER ROOF PLAN CLASS "A" ROOF ASSEMBLY. INSTALL PER MFR. INSTRUCTIONS. SEE ROOF PLAN FOR SPECS. LAP ONE LAYER OF WATERPROOFING MEMBRANE AT END OF ROOFING OVER FRONT EDGE ROOF AND CEILING FRAMING PER STRUCTURAL PLYWOOD SHEATING TOP OF PLATE ZINC-COATED COPPER ROOF EDGE FLASHING 3' - 6 " EXTERIOR GUARD RAIL The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1 1/2" = 1'-0" A7.3.1 ROOF DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1 1/2" = 1'-0"2 ROOF EAVE @ WOOD SIDING 1 1/2" = 1'-0"3 ROOF SADDLE 1 1/2" = 1'-0"4 ROOF TO WALL 1 1/2" = 1'-0"5 ROOF VALLEY 1 1/2" = 1'-0"1 ROOF RIDGE 1 1/2" = 1'-0"6 EXTERIOR GUARD RAIL Revision Schedule # Description Date NOTES: 1) TACK SOLDER COPPER MESH ON PAN FLASHING TO RECEIVE SETTING BED AT STONE THRESHOLD. 2) THRESHOLD PAN FLASHING MUST BE FULLY SUPPORTED ON SOLID SUBSTRATE 3) THE SILL PAN FLASHING SHOULD ONLY BE FASTENED THRU THE JAMBS, THE WINDOWS, IF NOT NAIL-ON TYPE SHOULD ALSO ONLY BE FASTENED THRU THE JAMB. THERE SHOULD BE NO HOLES IN THE SILL. 1 PIECE FULLY SOLDERED THRESHOLD PAN FLASHING REFER TO DETAILS NOTES FOR SPECS. 1/2" MIN. EXTEND VERTICAL BACK DAM TO WITHIN 1/4" FROM TOP OF FINISH DOOR 3" MIN. INTO SOIL OR BEHIND HARDSCAPE 6" MIN. 6" SLOPE SLOPE VARIES 3" MIN. 4" PITCH METAL SILL PAN X SILL DETAIL GRIDLINE FOR REFERENCE BACKER ROD AND SEALANT CONCRETE FOUNDATION STONE SILL 0' - 0 1 / 4 " FIRST FLOOR TOP OF FINISH FLOOR FINISH PER PLAN PLYWOOD SUBFLOOR 0' - 1 " SHIM SPACE EXTERIOR FINISH SEE LANDSCAPE DWG'S CUT DOW FNDTN WALL AS REQ'D W.R. GRACE 'BITHUTHENE" BELOW GRADE W.P. MEMBRANE L.A. RR24386 (E) CONC SLAB DRAINAGE SHEET P.T. BLOCKING AS REQ'D VI F LEVELING BED DOOR ALIGN WOOD SILL DOOR PER SCHEDULE 2X WOOD FRAMING, SEE STRUCT. BUILDING WRAP OVER EXTERIOR GRADE PLYWOOD CONTINUOUS SELF-ADHERING "BITUTHANE" WATERPROOFING MEMBRANE INSULATION PER TITLE 24 REQUIREMENTS PTD. WOOD JAMB EXTENSION PTD. WOOD TRIM PROFILE TBD HEAD DETAIL (JAMB SIM) BACKER ROD AND SEALANT WOOD HEADER PER STRUCTURAL DWG'S WOOD BLOCKING CONTINUOUS SELF-ADHERING "BITUTHANE" WATERPROOFING MEMBRANE METAL DRIP EDGE BLOCKING DOOR HEAD HEIGHT PITCH DOOR PER SCHEDULE CONTINUOUS SELF-ADHERING "BITUTHANE" WATERPROOFING MEMBRANE INSULATION PER TITLE 24 REQUIREMENTS METAL SILL PAN SILL PTD. WOOD JAMB EXTENSION PTD. WOOD TRIM PROFILE TBD SILL DETAIL BACKER ROD AND SEALANT WOOD HEADER PER STRUCTURAL DWG'S 2X4 INTERIOR WALL FRAMING METAL DRIP EDGE BACKER ROD AND SEALANT CONCRETE FOUNDATION WALL DOOR HEAD HEIGHT FIRST FLOOR TOP OF FINISH FLOOR FINISH PER PLAN SUBFLOOR 0' - 0 3 1 / 3 2 " SHIM SPACE EXTERIOR FINISH SEE LANDSCAPE DWG'S CUT DOWN EXISTING FNDTN WALL AS REQ'D W.R. GRACE 'BITHUTHENE" BELOW GRADE W.P. MEMBRANE L.A. RR24386 DRAINAGE SHEET BLOCKING VI F LEVELING BED AS REQ'D 0' - 0 5 7 / 1 2 8 " 0' - 0 5/8"VIF W/ DOOR MANUF. & FLOOR PLAN 0' - 8 79/128" BUILDING WRAP OVER EXTERIOR GRADE PLYWOOD WOOD SIDING ATTACHMENT PER STRUCT DETAILS BUILDING PAPER PLYWOOD SHEATHING SEAL AND CAULK AS NECESSARY TO AVOID WATER INTRUSION INTERIOR WALL FINISH, REFER TO INT. ELEV. OR/AND PLANS CONTINUOUS WATERPROOFING MEMBRANE AROUND OPENING DOOR HEADER, REFER TO STRUCTURAL WOOD FURRING INTERIOR EXTERIOR MOTORCOURT / DRIVEWAY WOOD CLAD (BOTH SIDES) SECTION GARAGE DOOR, REFER TO DOOR SCHEDULE FOR SPECS. INSTALL PER MFTR. RECOMMENDATIONS. WEATHER STRIPPING, REFER TO DOOR SCHEDULE FOR SPECS SLOPE PER PLAN SLOPE PER PLAN The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 3" = 1'-0" A7.4.1 DOOR DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 3" = 1'-0"1 DOOR PAN FLASHING DETAIL AT DECKS (TYP DOOR PAN DETAIL SIMILAR) 3" = 1'-0"2 EXTERIOR SWING DOOR 3" = 1'-0"3 EXTERIOR SLIDING DOOR 3" = 1'-0"4 GARAGE DOOR HEAD DETAIL 3" = 1'-0"5 GARAGE THRESHOLD DETAIL Revision Schedule # Description Date CAULK AND PAINT ALL JOINTS, TYP. PAINTED WOOD HEAD WALL FINISH PER SCHEDULE AND INT. ELEVATIONS HEADER PER STRUCTURAL SHIM 0' - 1 1 / 4 " 0' - 0 5/8"0' - 0 5/8" PAINTED WOOD JAMB WALL FINISH PER SCHEDULE AND INT. ELEVATIONS 2X FRAMING EDGE OF THRESHOLD BELOW (WHERE OCCURS) SHIM 0' - 0 5 / 8 " 0' - 0 5 / 8 " 0' - 1 1/4" 1 1/4" JAMB/ CASING TO MATCH DOOR IN FINISH CASING 5/8" PROUD FROM PLASTER SE E D O O R S C H E D U L E 0' - 1 1/4" HORIZONTAL DIRECTION ON ALL RAILS: TYP. DOOR JAMB / CASING: 5/8" PROUD FROM PLASTER 1/2" STEP BETWEEN RAILS, STILES, AND RECESSED PANEL WOOD DOOR, FINISH PER DOOR SCHEDULE 3' - 0 " 1' - 1 0 " 0' - 3 " 0' - 3 " 0' - 5"0' - 1 1/4" JAMB / CASING SE E D O O R S C H E D U L E HORIZONTAL DIRECTION ON ALL RAILS: TYP. 0' - 3 " 0' - 3 " 0' - 5"0' - 1 1/4" JAMB / CASING 3' - 0 " SEE DOOR SCHEDULE 1 1/4" CASING TO MATCH DOOR IN FINISH 0' - 1 1/4" 1 3/4" THICK DOOR 1/2" STEP BETWEEN RAILS, STILES AND RECESSED PANEL WOOD DOOR, FINISH PER DOOR SCHEDULE 0' - 5" SE E D O O R S C H E D U L E DOOR JAMB / CASING: 5/8" PROUD FROM PLASTER 0' - 2 1/2" POCKET SLIDER OPTION 0' - 1 1 / 4 " 0' - 0 5/8" WOOD DOOR; SEE SCHEDULE DOOR HEAD 0" HEADER PER STRUCTURAL SHIM SPACE FRY REGLET "J" MOLDING WOOD DOOR TRIM TO MATCH DOOR FINISH PAINTED 5/8" DRYWALL W/ VENEER PLASTER THERMAL INSULATION SEE TITLE 24 0' - 1 1 / 4 " 0' - 0 1/2" WOOD DOOR; SEE SCHEDULE DOOR HEAD 0" SHIM SPACE FRY REGLET "J" MOLDING WOOD DOOR JAMB TO MATCH DOOR FINISH TRIMMER AND KING STUD PER STRUCTURAL PAINTED 5/8" DRYWALL W/ VENEER PLASTER THERMAL INSULATION SEE TITLE 24 0' - 0 5/8" 5/8" GYP BOARD WITH VENEER PLASTER OR T&G SIDING, TYP. THERMAL WALL INSULATION, SEE TITLE 24 WOOD HEADER, SEE STRUCTURAL PLANS FRY REGLET "J" MOLDING WOOD DOOR TRIM TO MATCH DOOR FINISH SHIM SPACER WOOD DOOR SEE SCHEDULE 3/4" T&G OVER 5/8" GYP BOARD WHERE IT OCCURS. 0' - 0 5/8" 0' - 1 1 / 4 " DOOR HEAD 0" 0' - 1 1 / 4 " 0' - 0 5/8"0' - 0 5/8" 5/8" GYP BOARD WITH PLASTER OR T&G SIDING, TYP. THERMAL WALL INSULATION, SEE TITLE 24 2X6 WOOD FRAMING, SEE STRUCT. FRY REGLET "J" MOLDING WOOD DOOR TRIM TO MATCH DOOR FINISH EDGE PULL RECESSED FACE PULL SHIM SPACE WOOD DOOR SEE SCHEDULD SHIM 5/8" PTD. GYP. BD., TYP. WOOD STUD PER STRUCTURAL 0' - 0 5/8"0' - 0 5/8" 5/8" GYP WALL WITH 1/8" THK PLASTER DOOR JAMB BEYOND PROUD FROM FIN. WALL 1/2" 0' - 0 5/8" 0' - 0 1/8" 1X3 WOOD BASE FLUSH W/ PLASTER WALL FINISH FLOOR 0" The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A7.4.2 DOOR DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 3" = 1'-0"7 INTERIOR OPENING HEAD 3" = 1'-0"6 INTERIOR OPENING JAMB 1" = 1'-0"10 CASED OPENING DOOR 1" = 1'-0"9 DOUBLE DOOR 1" = 1'-0"8 SWING & POCKET DOOR 3" = 1'-0"1 INTERIOR DOOR HEAD DETAIL 3" = 1'-0"2 INTERIOR DOOR JAMB DETAILS "B" 3" = 1'-0"4 POCKET DOOR HEAD DETAIL 3" = 1'-0"5 POCKET DOOR JAMB DETAIL 3" = 1'-0"3 WOOD BASE DETAIL Revision Schedule # Description Date PITCH WINDOW PER SCHEDULE 2X WOOD FRAMING, SEE STRUCT. BUILDING WRAP OVER EXTERIOR GRADE PLYWOOD CONTINUOUS SELF-ADHERING "BITUTHANE" WATERPROOFING MEMBRANE INSULATION PER TITLE 24 REQUIREMENTS METAL SILL PAN (SEE SPECS) W/ DRIP EDGE SILL W/ DRIP PTD. WOOD SILL NOSING DETAIL TBD PTD. WOOD TRIM PROFILE TBD HEAD DETAIL SILL DETAIL BACKER ROD AND SEALANT WOOD HEADER PER STRUCTURAL DWG'S WOOD BLOCKING CONTINUOUS SELF-ADHERING "BITUTHANE" WATERPROOFING MEMBRANE METAL DRIP EDGE BACKER ROD AND SEALANT PTD. GYPSUM WALL BOARD HEAD HEIGHT PTD. WOOD JAMB EXTENSION W/ BLK'G AS REQ'D JAMB DETAIL WOOD FRAMING WINDOW HANDLE SHOWN DASHED (IN VERT. ORIENTATION) FOR REFERENCE SILL BELOW BUILDING WRAP (PLAN VIEW) WOOD SIDING WOOD SIDING FURRING STRIP 0' - 1 1 / 4 " 0' - 1 1 / 4 " 0' - 0 5/8" 0' - 0 5/8" 0' - 1 1 / 4 " 0' - 0 5/8" WOOD HEADER, SEE STRUCT. WOOD SHIMS WINDOW; SEE WINDOW SCHEDULE METAL FLASHING; SEE SPEC CONTINUOUS SELF-ADHERING "BITUTHANE" WATERPROOFING MEMBRANE BUILDING WRAP EXTERIOR HORIZONTAL WOOD SIDING WOOD FRAMING PER STRUCTURAL; INSULATION PER TITLE 24 REPORT INTERIOR WALL FINISH PER PLANS WOOD FURRING 0' - 0 5/8" 0' - 1 1 / 4 " WOOD SHIMS CONTINUOUS SELF-ADHERING "BITUTHANE" WATERPROOFING MEMBRANE BUILDING WRAP WOOOD FRAMING PER STRUCTURAL; INSULATION PER TITLE 24 ENERGY REPORT INTERIOR WALL FINISH PER PLANS EXTERIOR SHEATHING PER STRUCTURAL EXTERIOR HORIZONTAL WOOD SIDING 0' - 1 1/4" 0' - 0 5 / 8 " WOOD SHIMS WINDOW; SEE WINDOW SCHEDULE CONTINUOUS SELF-ADHERING "BITUTHANE" WATERPROOFING MEMBRANE BUILDING WRAP WOOD FRAMING PER STRUCTURAL; INSULATION PER TITLE 24 REPORT INTERIOR WALL FINISH PER PLANSEXTERIOR HORIZONTAL WOOD SIDING EXTERIOR SHEATHING PER STRUCTURAL WOOD FURRING 0' - 0 5/8" 0' - 1 1 / 4 " The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A7.4.3 WINDOW DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 12" = 1'-0"5 TYPICAL FLASHING DETAIL 3" = 1'-0"4 EXTERIOR WINDOW 3" = 1'-0"1 WINDOW HEAD DETAIL 3" = 1'-0"3 WINDOW JAMB DETAIL 3" = 1'-0"2 WINDOW SILL DETAIL Revision Schedule # Description Date MIN. TREAD DETH 10" SEE PLAN WOOD OR STONE TREADS, REFER TO PLANS FOR FINISH, TYP. 1 1 / 2 " MAX RISER HEIGHT 7.75" SE E P L A N S MITERED EDGE 3/4" PLYWOOD RISERS TYP. 2X SHAPED STRINGERS SEE STRUCTURAL DWGS 5/8" TYPE "X" GYP. BD. UNDER STRINGERS WHERE USEABLE SPACE OCCURS TYP. 1" PTD. WOOD RISERS, REFER TO PLANS FOR FINISH, TYP. MIN. TREAD DEPTH 10" SEE PLAN WOOD OR STONE TREADS, REFER TO PLANS FOR FINISH, TYP. 1 1 / 2 " MAX RISER HEIGHT 7.75" SE E P L A N S WOOD OR STONE FLOOR AT LANDING 3/4" PLYWOOD RISERS TYP. 2X SHAPED STRINGERS SEE STRUCTURAL DWGS 5/8" TYPE "X" GYP. BD. UNDER STRINGERS WHERE USEABLE SPACE OCCURS TYP. PLYWOOD SHEATHING PER STRUCTURAL 1-1/2" THICK LIGHT WEIGHT CONCRETE EASED EDGE HEADER OR FLOOR JOISTS SEE STRUCTURAL MITERED EDGE, TYP. WOOD OR STONE RISERS, REFER TO PLANS FOR FINISH, TYP. GENERAL NOTES FOR ALL STAIRWAYS AND STEPS: A. THE LARGEST RISE OR RUN IN A FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8". B. THE TOP OF THE HANDRAILS (REQUIRED FOR 4 OR MORE RISERS SHALL BE PLACED NOT LESS THAN 34" NOR MORE THAN 38" ABOVE TREAD NOSING. (R311.7.8.1) C. HANDGRIP PORTION OF THE HANDRAIL SHALL BE NOT LESS THAT 1-1/4" NORE MORE THAN 2" IN CROSS- SECTIONAL DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS (R311.7.8.3) WITH ENDS RETURNED TO WALL OR TERMINATE AT NEWEL OR SAFETY POST. D. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH R312.1.3) E. MINIMUM 36" CLEAR WIDTH. (R311.7.1) F. MINIMUM 6'-8" HEADROOM CLEARANCE. (R311.7.2) G. WINDER TREADS SHALL COMPLY WITH SECTION R311.7.5.2.1. H. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED. (R303.7) GAURDRAIL DETAIL WROUGHT IRON BALUSTER WROUGHT IRON HANDRAIL BY JULIUS BLUM OR EQ FINAL DESIGN TBD W/ SAMPLE 3' - 6 " 7 3 / 4 " M A X . 34 " T O 3 8 " MAX. 0' - 2" 4" SPHERE IN DIAMETER CANNOT PASS THROUGH 10" MAX METAL COLLAR FINAL DESIGN & SPACING TBD W/ SAMPLE 3' - 6 " The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1 1/2" = 1'-0" A7.5.1 STAIR DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1 1/2" = 1'-0"1 STAIRS AT BOTTOM LANDING 1 1/2" = 1'-0"2 STAIRS AT 2ND FLOOR LANDING 1 1/2" = 1'-0"3 STAIR RAILING Revision Schedule # Description Date FINISH FLOOR 3/4" SQUARE WROUGHT IRON BALUSTER TYP 2-1/4" WIDE WROUGHT IRON HAND RAIL INTERMEDIATE SUPPORT AS REQ'D 3' - 6 " M I N . 4" SPHERE IN DIAMETER CANNOT PASS THROUGH 4" SPHERE IN DIAMETER CANNOT PASS THROUGH R 0' - 2" R 0' - 2" FINISH FLOOR 4" SPHERE IN DIAMETER CANNOT PASS THROUGH 4" SPHERE IN DIAMETER CANNOT PASS THROUGH 3' - 6 " M I N . 4" SPHERE IN DIAMETER CANNOT PASS THROUGH R 0' - 2" R 0' - 2" R 0' - 2" 1 1/2" X 4" WOODEN HANDRAIL 1 1/2" X 1 1/2" WOODEN PROFILE 1 1/2" X 4" WOODEN PROFILE The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1 1/2" = 1'-0" A7.5.3 RAILING DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1 1/2" = 1'-0"1 INTERIOR RAILING DETAIL 1 1/2" = 1'-0"2 EXTERIOR RAILING DETAIL Revision Schedule # Description Date INTERIOR WALL FINISH PER PLANSEXTERIOR HORIZONTAL WOOD SIDING 2X FRAMING PER PLAN; INSULATION PER TITLE 24 REPORT INTERIOR FLOOR FINISH PER PLANS FLOOR JOISTS PER STRUCTURAL 2X FRAMING PER PLAN; INSULATION PER TITLE 24 REPORT INTERIOR WALL FINISH PER PLANS EXTERIOR SHEATHING PER STRUCTURAL BUILDING WRAP 5/8" GYPSUM BOARD U.N.O. POWER VENT FIREPLACE FLUE FINISH FLOOR TOP OF PLATE FINISH CEILING The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 1 1/2" = 1'-0" A7.6.3 CHIMNEY DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 1 1/2" = 1'-0"1 HORIZONTAL POWER VENT Revision Schedule # Description Date WOOD FRAMING 1/2" CEMENT BACKING BOARD. TAPE AND SEAL ALL JOINTS AND PENETRATIONS PER MFR. INSTRUCTIONS. POLYMER MODIFIED THIN SET SHOWER FINISH. SEE INTERIOR ELEVATIONS AND MATERIAL SCHEDULES FOR SPECS. HYDRO BAN, COLD LIQUID- APPLIED ELASTOMERIC WATERPROOF MEMBRANE BY LATICRETE. INSTALL PER MFR. INSTRUCTIONS. BENCH FINISH WITH MITERED EDGES ON ALL EXPOSED SIDES. SEE INTERIOR ELEVATIONS. SOUND ATTENUATION BATTS GALVANIZED STEEL BENCH SUPPORT. REFER TO STRUCTURAL DWGS. CONTINUOUS SEALANT JOINT CONTINUOUS SEALANT JOINT 0' - 5 " 1/8"/ FT. MAX. WASH BENCH DEPTH PER INTERIOR ELEVATIONS TILE PER INT. ELEV. "HOT MOP" PAN 1 1/8" PLYWOOD 2X6 @ 16" O.C.TYP. 2X BLOCK NAIL PER STRUCTURAL 2X LEDGER 2X STUD WALL MITER CORNERS TYP. EASE EDGE SETTING BED SLOPE TO DRAIN SLOPE TOP STONE 1/2" STONE OR TILE SEE INT. ELEV. SLAB STONE PER PLAN TOP OF FINISH FLOOR P.T. SILL1/2" PLYWOOD 2X TOP PLATE 4" 1' - 6" P.T. SILL 2X @ 16" O.C. TYP. HYDRO-BAN, COLD LIQUID-APPLIED ELASTOMERIC WATERPROOF MEMBRANE BY LATICRETE. INSTALL PER MFR. INSTRUCTIONS. POLYMER MODIFIED CONCRETE MORTAR BED PRE-SLOPED TO DRAIN OVER METAL LATH STRUCTURAL FLOOR ASSEMBLY. REFER TO STRUCTURAL DWGS SHOWER FINISH. SEE FINISH FLOOR PLANS AND MATERIAL SCHEDULES FOR SPECS. POLYMER FORTIFIED THIN SET BOND COAT AT FLOOR AND WALLS F.F. SOUND ATTENTUATION BATTS, WHERE OCCURS 2x BLOCKING, AS NEEDED CONTINUOUS JOINT SEALANT COMPATIBLE WITH WATERPROOFING SYSTEM GALVANIZED METAL LATH FASTENED TO SLAB ON GRADE 1/2" CEMENT BACKER BOARD. TAPE AND SEAL ALL JOINTS AND PENETRATIONS. FOLLOW MFR. INSTRUCTIONS. 1/4" / FT. MIN. SLOPE 0' - 1" TILE FLOOR. SEE FINISH FLOOR PLANS AND MATERIAL SCHEDULES FOR SPECS. SITE SIZEABLE INFINITY S.S. LINEAR DRAIN -S-TIFAS 65 W/ TILE INSET TO MATCH ADJ FLOORING. FOLLOW MFR. INSTRUCTIONS. PRIMARY SHOWER PAN. GACOFLEX UB-64 COLD LIQUID-APPLIED ELASTOMERIC WATERPROOF MEMBRANE BY GACO WESTERN. CONCRETE MORTAR SETTING BED MIN. 4" x 6" 20 GA. S.S. BASE FLASHING ATTACHED TO DECK WITH RING SHANK NAILS @ 3" O.C. IN "W" PATTERN. "SCUFF AND PRIME" FLASHING AFTER NAILING TO PROMOTE ADHESION WITH WATERPROOFING. PLYWOOD FLOOR SHEATHING STEP ON CONCRETE SLAB MIN. 3" HYDRO-BAN, COLD LIQUID-APPLIED ELASTOMERIC WATERPROOF MEMBRANE BY LATICRETE. INSTALL PER MFR. INSTRUCTIONS. PLYWOOD SHEATHING SUBSTRATE DEPRESSED AT SHOWERS. REFER TO STRUCTURAL DWGS. PLYWOOD EDGES TO BE T&G WITH BLOCKING AT EDGES AND SEAMS, AS REQUIRED. POLYMER MODIFIED CONCRETE MORTAR BED PRE-SLOPED TO DRAIN OVER METAL LATH STRUCTURAL FLOOR ASSEMBLY. REFER TO STRUCTURAL DWGS SHOWER FINISH. SEE FINISH FLOOR PLANS AND MATERIAL SCHEDULES FOR SPECS. POLYMER FORTIFIED THIN SET BOND COAT AT FLOOR AND WALLS F.F. SOUND ATTENTUATION BATTS, WHERE OCCURS 2x BLOCKING, AS NEEDED CONTINUOUS JOINT SEALANT COMPATIBLE WITH WATERPROOFING SYSTEM GALVANIZED METAL LATH FASTENED TO DECK SHEATHING 1/2" CEMENT BACKER BOARD. TAPE AND SEAL ALL JOINTS AND PENETRATIONS. FOLLOW MFR. INSTRUCTIONS. 1/4" / FT. MIN. SLOPE 0' - 1" TILE FLOOR. SEE FINISH FLOOR PLANS AND MATERIAL SCHEDULES FOR SPECS. SITE SIZEABLE INFINITY S.S. LINEAR DRAIN -S-TIFAS 65 W/ TILE INSET TO MATCH ADJ FLOORING. FOLLOW MFR. INSTRUCTIONS. PRIMARY SHOWER PAN. GACOFLEX UB-64 COLD LIQUID-APPLIED ELASTOMERIC WATERPROOF MEMBRANE BY GACO WESTERN. CONCRETE MORTAR SETTING BED MIN. 0' - 3 " MIN. 4" x 6" 20 GA. S.S. BASE FLASHING ATTACHED TO DECK WITH RING SHANK NAILS @ 3" O.C. IN "W" PATTERN. "SCUFF AND PRIME" FLASHING AFTER NAILING TO PROMOTE ADHESION WITH WATERPROOFING. PLYWOOD FLOOR SHEATHING WOOD FRAMING WOOD FRAMING/ BLOCKING 1/2" CEMENT BACKING BOARD. TAPE AND SEAL ALL JOINTS AND PENETRATIONS PER MFR. INSTRUCTIONS. POLYMER MODIFIED THIN SET SHOWER FINISH. SEE INTERIOR ELEVATIONS AND MATERIAL SCHEDULES FOR SPECS. 1/2" CDX PLYWOOD BACKING HYDRO BAN, COLD LIQUID- APPLIED ELASTOMERIC WATERPROOF MEMBRANE BY LATICRETE. INSTALL PER MFR. INSTRUCTIONS. (@ 2x6 FRAMING) 0' - 5" ± NI C H E H E I G H T (S E E I N T E R I O R EL E V S . F O R DI M E N S I O N S ) SHAMPOO NICHE FINISH WITH MITERED EDGES, TYP. SEE INTERIOR ELEVATIONS. SOUND ATTENUATION BATTS WI T H S T O N E / T I L E J O I N T S OV E R S I Z E N I C H E S O I T A L I G N S 1/4 : 12 SLOPE CONTINUOUS SILICONE JOINT STONE SLAB BACK SPLASH. SEE INTEIROR ELEVATIONS AND MATERIAL SCHEDULE FOR LOCATIONS AND SPECS. THIN SET 1/2" CEMENT BOARD BACKING. SHIM AS REQUIRED. TAPE AND FILL ALL JOINTS AND CORNERS. MIN. 15# SATURATED FELT MEMBRANE OVER WELL BRACED WOOD FRAMING 2x WOOD FRAMED FURRING WALL RIGID FOAM INSULATION PER T-24. TAPE AND SEAL ALL JOINTS. BATH TUB CAULK JOINT REFER TO PLANS STONE SLAB. SEE INTERIOR ELEVATIONS AND MATERIALS SCHEDULE. PE R I N T . E L E V . 2X LAYERS 5/8" WATER RESISTANT GYP. BD. INSTALL PER MFR. SPECIFICATIONS. OR FURRING STRIPS AL I G N CAULK JOINT BATHTUB; REFER TO PLUMBING SCHEDULE AND PLANS 2X FRAMING AT 16" B MIN. 15# SATURATED FELT MEMBRANE OVER WELL BRACED WOOD FRAMING MITERED CORNERS, TYP. FINISH FLOOR FOAM BACKER ROD UNDER CAULK AT PERIMETER WALL INTERSECTION, TYP. FINISH FLOOR; REFER TO FINISH PLANS 1/2" CEMENT BOARD BACKING. SHIM AS REQUIRED. TAPE AND FILL ALL JOINTS AND CORNERS. THIN SET STONE SLAB. SEE INTERIOR ELEVATIONS AND MATERIALS SCHEDULE. 1' - 8 3 / 4 " AL I G N EDGE PULL AT BOTTOM OF CABINET DOOR "EUROPEAN-STYLE" HINGES (3) 3/8" ADJUSTABLE GLASS SHELVES, SPACED EQUALLY IN CABINET 1/2" PLYWOOD BACK GYP. BD., TYP AL I G N "L" METAL EDGE AT END OF GYP. BD., ALL AROUND OPENING WOOD DOOR, PAINT TO MATCH ADJ. WALL U.N.O.; PUSH LATCH HARDWARE SE E I N T . E L E V A T I O N S F O R S I Z E 1/2" PLYWOOD EQ EQ WOOD FRAMING PER STRUCTURAL WET-AREA RATED DRYWALL ("GREENBOARD" OR EQUIVALENT). INSTALL IN ALL BATHROOMS PER MFR. INSTRUCTIONS. STONE SLAB OR TILE OVER BACKING BOARD AND THIN-SET MORTAR. SEE INT. ELEVATIONS AND FINISH SCHEDULE STONE 1/8" PROUD OF ADJ. DRYWALL W/ EASED EDGE WET-AREA RATED DRYWALL ("GREENBOARD" OR EQUIVALENT). INSTALL IN ALL BATHROOMS PER MFR. INSTRUCTIONS. THIN-SET MORTAR FINISH FLOOR STONE SLAB OR TILE, SEE INT. ELEVATIONS AND FINISH SCHEDULE BACKING BOARD PE R I N T . E L E V A T I O N S STONE 1/8" PROUD OF ADJ. DRYWALL W/ EASED EDGE The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e As indicated A7.10.1 BATH DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 3" = 1'-0"1 FLOATING SHOWER BENCH 1 1/2" = 1'-0"2 SHOWER BENCH DETAIL 3" = 1'-0"3 SHOWER DRAIN @ CONC. SLAB 3" = 1'-0"4 SHOWER DRAIN WALL @ LINEAR DRAIN 3" = 1'-0"5 SHAMPOO NICHE PLAN 3" = 1'-0"7 STONE BACKSPLASH @ BATHTUB 3" = 1'-0"8 BATHTUB DECK (WITHOUT GLASS ENCLOSURE) 3" = 1'-0"9 FLUSH TP NICHE 3" = 1'-0"6 DRYWALL TO STONE SLAB TRANSITION (PLAN VIEW) 3" = 1'-0"10 BASE DETAIL @ BATHROOMS Revision Schedule # Description Date CEILING JOIST, V.I.F. ALIGN 2" STAINLESS STEEL CHANNEL, INSTALL PER MFR. SPECS BLOCKING AS REQUIRED TEMP. GLASS SET INTO CLEAR SILICONE FINISHED CEILING; REFER TO CEILING PLANS FOR FINISH "L" TRIM MOLDING; TAPE, MUD AND FINISH TO MATCH ADJ. CEILING, TYP. 1/2" FIXED TEMP. GLASS SET IN CLEAR SILICONE STONE SLAB OR TILE OVER SETTING BED; SEE FINISH PLANS & INT. ELEVATIONS 2X FRAMING THINSET MORTAR; INSTALL PER MFR. SPECS, TYP. BACKERBOARD AL I G N STAINLESS STEEL CHANNEL, INSTALL PER MFR. SPECS STONE GROUT 1/2" FIXED TEMP. GLASS SET IN CLEAR SILICONE STONE FINISH, MIN. 2% SLOPE TO DRAIN. SEE FLOOR PLAN FOR DRAIN LOCATION SLOPED SETTING BED; SEE FLOOR PLAN FOR DRAIN DIRECTION PLYWOOD SUBFLOOR STONE FLOOR OVER SETTING BED; SEE FINISH PLANS STONE GROUT, TYP. FINISH FLOOR STAINLESS STEEL CHANNEL TY P . 0' - 2 " WALL BEYOND STEP IN SUBFLOOR SHOWER PAN OR HOT MOP MEMBRANE TY P . 0' - 1 " 1/2" TEMP. GLASS SHOWER DOOR STONE FINISH, MIN. 2% SLOPE TO DRAIN. SEE FLOOR PLAN FOR DRAIN LOCATION SLOPED SETTING BED; SEE FLOOR PLAN FOR DRAIN DIRECTION PLYWOOD SUBFLOOR STONE GROUT, TYP. FINISH FLOOR SILICONE DOOR SEAL TY P . 0' - 2 " WALL BEYOND STEP IN SUBFLOOR SHOWER PAN OR HOT MOP MEMBRANE TY P . 0' - 1 " STONE FLOOR OVER SETTING BED; SEE FINISH PLANS 0' - 0 " T Y P . STONE SLAB OR TILE OVER SETTING BED; SEE FINISH PLANS 0' - 4 " T Y P . 2-LAYERS GREENBOARD 1/2" REVEAL, PAINT TO MATCH ADJ. DRYWALL, TYP. 1/2" TEMPERED GLASS SHOWER DOOR MITERED EDGE; TYP. CURB BELOW (WHERE OCCURS) AL I G N 1/2" TEMPERED GLASS SHOWER DOOR MITERED EDGE; TYP. 2X FRAMING PER STRUCT. STONE SLAB OR TILE OVER SETTING BED; SEE FINISH PLANS THINSET MORTAR; INSTALL PER MFR. SPECS, TYP. BACKERBOARD CURB BELOW (WHERE OCCURS)0' - 0 " T Y P . The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e 3" = 1'-0" A7.10.2 BATH DETAILS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 3" = 1'-0"1 FIXED GLASS HEADER @ SHOWER 3" = 1'-0"2 FIXED GLASS JAMB @ SHOWER 3" = 1'-0"5 FIXED GLASS @ SHOWER CURB 3" = 1'-0"6 GLASS DOOR @ SHOWER CURB 3" = 1'-0"3 SHOWER DOOR JAMB/HEADER @ TRIM 3" = 1'-0"4 SHOWER DOOR JAMB/HEADER @ STONE/WAINSCOT Revision Schedule # Description Date The Drawings, Specifications, and other documents, prepared by Studio William Hefner are Instruments of the Architect’s Service for use solely with respect to this Project and may not be duplicated in any form without the written consent of Studio William Hefner. Unless otherwise provided,Studio William Hefner shall be deemed the author of these documents and shall retain all common law, statutory, and other reserved rights, including copyright. scale: issue date: N.T.S IF PRINTED 11 X 17 58 2 0 W i l s h i r e B l v d . , S u i t e 5 0 0 , Lo s A n g e l e s , C A 9 0 0 3 6 P: 3 2 3 9 3 1 - 1 3 6 5 F : 3 2 3 9 3 1 - 1 3 6 8 E: i n f o @ w i l l i a m h e f n e r . c o m St u d i o W i l l i a m H e f n e r Ar c h i t e c t u r e , I n t e r i o r s & L a n d s c a p e A8.0.1 FIREPLACE SPEC SHEETS 12 5 E B a y F r o n t . Ne w p o r t B e a c h , C A 9 2 6 6 1 BL A N D R E S I D E N C E Plan Check # 01/12/23 Revision Schedule # Description Date