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HomeMy WebLinkAboutPA2023-0056_20230608_3rd Submittal of Plans (36x24)ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:TITLE SHEET Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 G000 ID G000 G001 G002 G003 C-01 C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-09 C-10 C-1 A000 A001 A110 A111 A120 A121 A130 A131 A140 A141 A200 A201 A202 A203 A300 A301 A302 A303 A304 A305 A306 A307 NAME TITLE SHEET GENERAL ADMINISTRATION AND CONSTRUCTION NOTES 303 AREA SUMMARY 305 AREA SUMMARY TITLE SHEET TOPOGRAPHIC SURVEY EROSION CONTROL PLAN DEMOLITION PLAN SITE IMPROVEMENT PLAN PRECISE GRADING PLAN STORM DRAIN PLAN WET UTILITY PLAN 303 FERNLEAF SOILS REPORT 305 FERNLEAF SOILS REPORT CONSTRUCTION POLLUTION PREVENTION PLAN (CPPP) 303 ARCHITECTURAL SITE PLAN 305 ARCHITECTURAL SITE PLAN 303 GROUND LEVEL FLOOR PLAN 305 GROUND LEVEL FLOOR PLAN 303 SECOND LEVEL FLOOR PLAN 305 SECOND LEVEL FLOOR PLAN 303 THIRD LEVEL FLOOR PLAN 305 THIRD LEVEL FLOOR PLAN 303 ROOF LEVEL PLAN 305 ROOF LEVEL PLAN 303 EXTERIOR ELEVATIONS 303 EXTERIOR ELEVATIONS 305 EXTERIOR ELEVATIONS 305 EXTERIOR ELEVATIONS 303 BUILDING SECTIONS 303 BUILDING SECTIONS 303 BUILDING SECTIONS 303 BUILDING SECTIONS 305 BUILDING SECTIONS 305 BUILDING SECTIONS 305 BUILDING SECTIONS 305 BUILDING SECTIONS DESIGN TEAM SURVEYOR & CIVL ENGINEER: CDRcontact: Aaron Albertson t: 949-610-89974121 Westerly Place #112, Newport Beach, CA 92660 GEOTECHNICAL ENGINEER: EGA Consultantscontact: David Worthington t: 949-642-9309375-C Monte Vista Ave, Costa Mesa, CA 92627 ARCHITECT: sagemoderncontact: Gina Siciliano t: 415-971-8063601 4th Street #129, San Francisco, CA 94107 STRUCTURAL ENGINEER: Plan Northcontact: David Fulton t: 208-412-8744250 Bobwhite Ct #130, Boise, ID 83706 GENERAL CONTRACTOR: sagemoderncontact: Blair Porteous t: 415-315-9881601 4th Street #129, San Francisco, CA 94107 SHEET INDEX DRAWING SYMBOLS ELEVATION REVISION 1 A501 (NOTE)SHEET WHERE OCCURS DETAIL NUMBER SHEET WHERE OCCURS SECTION NUMBER VIEW DIRECTION ELEVATION NUMBER SHEET WHERE OCCURS 1 A201 1 A301 SHADING INDICATES DIRECTION OF VIEW WINDOW CALL-OUT DOOR CALL-OUT SEE SCHEDULE ON SHEETS A601 & A602 SEE SCHEDULE ON SHEET A60111a 101A 1 ABBREVIATIONS (N) U.O.N. STRUCT.THK. T.O.S. T.O. TYP.T.O.W. WD.WT. w/ Wood Weight WithUnless Otherwise Noted Top of Steel TypicalTop of Wall StructuralThickTop of OPP. O.C. PL.PLY-WD. R.D. REQ'D.RM. R.O. SIM. SHT.Rough Opening Similar Sheet RequiredRoom Roof Drain Plywood Opposite On Center Property Line NO. GLAZ.GYP-BD. HR. HT. INS. INT. LEV. JT. MECH. MAX. MFR. MIN. MOD. MTL. N.I.C. Level New Number Minimum Module Metal Not In Contract Mechanical Maximum Manufacturer Hour Height Insulation Interior Joint GlazingGypsum Board DN. DIM. DTL. DWG. EA. EQ. EXT.EQUIP. (E)F.F.E. FLR. ELEC. FIN. F.O. F.O.W. F.O.S. FURR.GA. Finish Floor Elevation Finish Face of Face of Wall Face of Stud FurringGauge Exterior Existing Floor Equal Equipment Electrical Down Dimension Detail Drawing Each CIV. ADJ. BD. BLKG. BETW. BM.C.I.P. CLNG. CL C.J. CLR. CONST. CONC. COL. DBL. CONT. A.F.F.@ Ceiling Clear Construction Concrete Column Double Continuous Civil Cast In Place Center Line Control Joint Above Finish Floor Board At Between Blocking Beam Adjacent REFR.Refrigerator T.O.C.Top of Concrete O/A Overall FNDN.Foundation DS.Downspout H.B.Hose Bib C.O.Cleanout P.O.C.Point of Connection S.S.D.See Structural Details O.D.Overflow Drain NEIGHBORHOOD MAP CITY MAP REGION MAP 303_305 FERNLEAF AVENUE NEWPORT BEACH, CA 92625 APN : 052-021-08 PROPERTY OWNER: 303 FERNLEAF PARTNERS, LLC BLAIR PORTEOUS , MANAGER 601 4th STREET #129 SAN FRANCISCO CA 94107 T: 415-531-1880 SCOPE OF WORK 1. DEMOLISH EXISTING TWO-STORY BUILDINGS (A DUPLEX AND TRI-PLEX -APPROXIMATELY 4200 SF TOTAL), PARKING (2 GARAGE AND 3 UNCOVERED SPACES),AND OTHER UTILITIES AND SITE WORK AS REQUIRED FOR NEW CONSTRUCTION. 2. REVERT SITE BACK TO (2) UNDERLYING LEGAL LOTS TO CONSTRUCT A 3977 SFDUPLEX WITH ATTACHED ADU ON 303 FERNLEAF AND A 3977 SF DUPLEX ON 305FERNLEAF. EACH LOT / DUPLEX WILL HAVE (2) GARAGE PARKING SPACES AND (2)COVERED PARKING SPACES. 3. MASS EXCAVATION, ROUGH GRADING, DRAINAGE, AND UNDERGROUND UTILITIESINSTALLED TO CONSTRUCT THE FOUNDATION AND RETAINING WALLS. 4. CONCRETE WORK TO CONSTRUCT FOUNDATION, RETAINING WALLS, PATIOSURFACES, SITE STAIRS, AND WALKWAYS. 5. FRAMING AND INSULATION OF FOUNDATION PONY WALLS AND 3-STORY STRUCTURE. 6. INSTALL STRUCTURAL HOLD-DOWNS TO THE FOUNDATION AND OTHERCONSTRUCTION CONNECTIONS AND WATERPROOFING. 7. CONNECT ALL UTILITIES AND TEST CONNECTIONS. 8. COMPLETE ALL EXTERIOR FINISHES. 9. COMPLETE ALL INTERIOR FINISHES. 10. INSTALL ROOF MEMBRANE, ROOF DECK SURFACE, AND GUARDRAILS. 11. COMPLETE FINAL GRADING AND LANDSCAPING ELEMENTS. CODE SUMMARY PROPERTY INFORMATION: STREET ADDRESS: 303-305 FERNLEAF AVENUE NEWPORT BEACH, CA 92625 APN: 052-021-08 ZONING: RM-2178 (MULTIPLE RESIDENTIAL) LOT SIZE: 3750 SF (0.069 ACRES) OCCUPANCY TYPE: 303 FERNLEAF - R-2 (TWO UNITS)305 FERNLEAF- R-3 (THREE UNITS)U (GARAGE)CONSTRUCTION TYPE: VB APPLICABLE CODES: CITY OF NEWPORT BEACH MUNICIPAL CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24: PART 2: BUILDING : 2022 CBC PART 2.5: BUILDING: 2022 CRC PART 3: ELECTRICAL: 2022 CEC PART 4: MECHANICAL: 2022 CMC PART 5: PLUMBING: 2022 CPC PART 6: 2022 CALIFORNIA ENERGY CODE PART 9: 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE CA. HEALTH AND SAFETY CODE DIV. 13, PART 6 AUTOMATIC FIRE SPRINKLER SYSTEM REQUIRED PER CRC 313 WUI REFERENCE CODE CRC R337 FIRE HAZARD SEVERITY ZONE - N/A: FIRE SPRINKLERS : EACH UNIT SHALL BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM PER NFPA 13D. EACH UNIT SHALL HAVE INDEPENDENT FIRE RISERS FROM THE WATER METER. GAS FIREPLACES: 1 TOTAL - PRE-MANUFACTURED (LIVING ROOM) ALL PRE-MANUFACTURED FIREPLACES WILL BE "LISTED" APPROVED UNITS, AND THE LISTING AND INSTALLATION MANUAL SHALL BE AVAILABLE FOR REVIEW BY THE CITY FIELD INSPECTOR UPON REQUEST. GENERAL NOTES FLOOR AREA SUMMARY AND BASIS OF GRADE DEFERRED SUBMITTALS ALL DEFERRED SUBMITTALS ARE TO BE REVIEWED BY THE PROJECT ARCHITECT ORENGINEER OF RECORD & CERTIFIED BEFORE SUBMITTAL FOR PLAN CHECK ORAPPROVAL BY THE CITY 1. FIRE SPRINKLERS PLAN. OBTAIN A FIRE SPRINKLER PERMIT BEFORE CALLINGFOR A ROOF SHEATHING INSPECTION. 2. OBTAIN A SEPARATE SOLAR PV PLAN PERMIT BEFORE CALLING FOR A ROOF SHEATHING INSPECTION. 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 dba (55 dba WITH TIMER; 65 dba WITH TIMERAND NEIGHBOR'S CONSENT) PER SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. LOCATEEQUIPMENT IN THE AN EQUIPMENT WELL OR ON THE ROOF IF NECESSARY. 4. PREFABRICATED RAILING SYSTEM. 5. A SEPARATE PERMIT IS REQUIRED FOR: a. ACCESSORY STRUCTURES. b. MASONRY OR CONCRETE FENCES OVER 3.5 FT. ABOVE GRADE ORWITHIN 3 FEET OF THE PROPERTY LINE. c. RETAINING WALLS OVER 4 FEET HIGH FROM THE BOTTOM OF THEFOUNDATION TO THE TOP OF THE WALL AND ANY RETAINING WALL WITHIN 3 FEET OF THE PROPERTY LINE REGARDLESS OF HEIGHT. RM DEVELOPMENT STANDARDS:  LOT AREA : 303 FERNLEAF = 3750 SF (30' X 125') 305 FERNLEAF = 3750 SF (30' X 125')  BUILDING SETBACK REQUIREMENTS : FRONT: 15' (PER SETBACK MAP S-10A), SIDES: 3' ALLEY: 10' (FROM CL OF ALLEY) 3RD FLOOR STEPBACK : FRONT AND REAR: 15' FROM SETBACK LINES SIDES: 2' FROM SETBACK LINES  BUILDABLE AREA PER LOT: GROUND LEVEL: 2400 SF SECOND LEVEL: 2400 SF THIRD LEVEL: 1400 SF  FLOOR AREA LIMIT: 1.5 (CORONA DEL MAR)  REQUIRED PARKING: 1 ENCLOSED & 1 COVERED PER UNIT (NO PARKING REQUIRED FOR ADU - PUBLIC TRANSIT AVAILABLE WITHIN .5 MILES)  GROSS FLOOR AREA ALLOWED PER LOT: 4000 SF 2400 (BUILDABLE AREA) X 1.5 (FAR) = 3600 SF + 400 SF (200 SF PER REQUIRED ENCLOSED PARKING SPACE PER NBMC 20.18.030, TABLE 2-3, NOTE 4.)  OPEN VOLUME AREA REQUIRED PER LOT : 360 SF (15% BUILDABLE AREA OF LOT = .15 X 2400) PROPOSED DEVELOPMENT:  303 FERNLEAF : (2) UNITS + (1) ATTACHED ADU WITH (2) ENCLOSED PARKING SPACES AND (2) COVERED PARKING SPACES GROUND LEVEL FOOTPRINT: 2303 SF (AREAS UNDER ROOF AT GROUND LEVEL) TOTAL GROSS FLOOR AREA PROPOSED: 3977 SF* LEVEL 1 - LIVING 1076 SF LEVEL 2 - LIVING 1867 SF LEVEL 3 - LIVING 527 SF GARAGE 507 SF TOTAL 3977 SF TOTAL OPEN VOLUME AREA PROPOSED: 457 SF* ·305 FERNLEAF : (2) UNITS WITH (2) ENCLOSED PARKING SPACES AND (2) COVERED PARKING SPACES GROUND LEVEL FOOTPRINT: 2265 SF (AREAS UNDER ROOF AT GROUND LEVEL) TOTAL GROSS FLOOR AREA PROPOSED: 3977 SF* LEVEL 1 - LIVING 1076 SF LEVEL 2 - LIVING 1867 SF LEVEL 3 - LIVING 527 SF GARAGE 507 SF TOTAL 3977 SF TOTAL OPEN VOLUME AREA PROPOSED: 470 SF* BASIS FOR GRADE**:  303 FERNLEAF : ESTABLISHED SLOPE: 1.25% 104.24' (GRADE POINT A) - 103' (GRADE POINT D) = 1.24'' / 99' (DISTANCE BETWEEN POINTS) X 100 AVERAGE EXISTING GRADE**: 103.5' 104.24' (GRADE POINT A) + 104' (GRADE POINT B) + 103.1' (GRADE POINT C) + 103' (GRADE POINT D) = 414.34 / 4 = 103.5' MAX HEIGHT: SLOPED ROOF: 136.5' (103.5 + 33), FLAT ROOF: 131.5' (103.5 + 28) ·305 FERNLEAF : ESTABLISHED SLOPE: 1.2% 104.18' (GRADE POINT A) - 102.94' (GRADE POINT D) = 1.24'' / 102.8'' (DISTANCE BETWEEN POINTS) X 100 AVERAGE EXISTING GRADE**: 103.5' 104.18' (GRADE POINT A) + 104.09' (GRADE POINT B) + 102.94' (GRADE POINT C) + 103.05' (GRADE POINT D) = 414.26 / 4 = 103.5' MAX HEIGHT: SLOPED ROOF: 136.5' (103.5 + 33), FLAT ROOF: 131.5' (103.5 + 28) *SEE SHEET G002 & G003 FOR COMPLETE AREA CALCULATIONS FOR NBMC ZONING COMPLIANCE **SEE SHEET A000 & A001 FOR EXISTING GRADE POINT LOCATIONS 1. THESE GENERAL NOTES APPLY TO THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN UNLESS OTHERWISE NOTED BY GENERAL NOTES OR KEYNOTES ON SPECIFIC SHEETS. 2.DO NOT SCALE DRAWINGS FOR DIMENSIONS. 3. SEE SHEET A000 (ARCHITECTURAL SITE PLAN) FOR PROPERTY INFORMATION. 4. PROVIDE A SAFE MEANS OF EGRESS THOUGH AND/OR AROUND THE BUILDING AND SITE PER APPLICABLE CODES AND REGULATIONS AT ALL TIMES DURING THE CONSTRUCTION PROCESS. MINIMIZE DISRUPTION TO ADJACENT AREAS / FLOORS AS MUCH AS POSSIBLE. 5. NOTIFY ARCHITECT PROMPTLY IF INFORMATION SHOWN IN ONE CONSTRUCTION DOCUMENT CONFLICTS WITH INFORMATION SHOWN ON ANOTHER 6. NOTIFY ARCHITECT PROMPTLY IF CONSTRUCTION DOCUMENTS ARE INCONSISTENT WITH CURRENT APPLICABLE CODES AND REGULATIONS. 7. NOTIFY ARCHITECT PROMPTLY IF ANY EXISTING CONDITIONS CONFLICT WITH THE CONSTRUCTION DOCUMENTS. 8. STRUCTURAL MEMBER PROFILES AS INDICATED ON ARCHITECTURAL DRAWINGS MAY VARY FROM ACTUAL FROM ACTUAL PROFILES AND SIZES INDICATED ON THE STRUCTURAL DRAWINGS. STRUCTURAL DRAWINGS SHALL GOVERN. 9. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES, SPEAKERS, SMOKE DETECTORS, ACCESS PANELS, SPRINKLER HEADS, HVAC DUCTS, DIFFUSERS, REGISTERS AND OTHER SUCH CEILING ITEMS WITH MECHANICAL, ELECTRICAL AND OTHER TRADES. NOTIFY ARCHITECT PROMPTLY IF ANY LOCATIONS CONFLICT WITH ARCHITECTURAL REFLECTED CEILING PLANS. 10. DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. 11. INSULATION SHALL MEET CALIFORNIA ENERGY COMMISSION QUALITY STANDARDS AND BE CERTIFIED BY THE MANUFACTURER. 12. ALL WINDOWS AND DOORS SHALL BE DOUBLE GLAZED U.O.N. 13. SAFETY GLAZING SHALL BE PROVIDED IN ACCORDANCE WITH CRC SECTION R308.4. 14 GENERAL LIGHTING IN KITCHENS AND BATHS SHALL HAVE AN EFFICIENCY OF 40 LUMENS PER WATT. 15. ALL TOILETS ARE TO BE ULTRA LOW FLOW 1.28 GALLONS MAXIMUM FLUSH CAPACITY. 16. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED IN ACCORDANCE WITH CRC SECTIONS R314 AND R315. 17. GUARDS SHALL BE INSTALLED FOR ANY AREA MORE THAN 30" ABOVE GRADE AND RISE A MINIMUM OF 42" ABOVE F.F. AS WELL AS HAVE RAILING SPACING SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH PER CRC SECTION R312.1. 18. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED, OR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER. ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:GENERAL ADMINISTRATION AND CONSTRUCTION NOTES Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 G001 1. 2X4 FRAMED WALLS ARE GRAPHICALLY SHOWN AT 4.75" WIDTH. 2X6 FRAMED WALLS ARE SHOWN AT 6.75" WIDTH. ALL DIMENSIONS ARE SHOWN TO FACE OF STUD. 2. DOOR FRAMING OFFSETS SHALL BE STANDARD 3" FROM SIDE WALLS TO HINGE SIDE OF DOOR UNLESS SPECIFICALLY DIMENSIONED OTHERWISE ON PLAN OR SHOWN AS A CENTERED DOOR ON A SMALLER SECTION OF WALL. 3. CONTRACTOR TO REFER TO TITLE-24 ENERGY REPORT (T24 SHEETS), NOTES, AND CAL GREEN MANDATORY MEASURES FOR ADDITIONAL INFORMATION. 4. MINIMUM INSULATION VALUES SHALL BE AS THOSE LISTED ON THE TITLE-24 SHEETS IN THIS PLAN SET. ALL EXTERIOR WALL & ATTIC INSULATION TO HAVE A VAPOR BARRIER FACING THE WARM SIDE OF THE WALL. 5. CONTRACTORS SHALL FOLLOW WASTE CONSTRUCTION AND DEMOLITION WASTE REDUCTION AND REDUCTION PROGRAM. 6. ASBESTOS ASSESSMENT SHALL ENSURE A "COMPETENT PERSON" CONDUCTS EXPOSURE ASSESSMENT BEFORE OR AFTER INITIATION OF OPERATION. 7. BEFORE EVACUATIONS, THEY ARE TO BE MARKED AND THE REGIONAL NOTIFICATION CENTER BEFORE EVACUATIONS, THEY ARE TO BE MARKED AND THE REGIONAL NOTIFICATION CENTER (DIG ALERT 811) IS TO BE NOTIFIED AS REQUIRED BY AND IN COMPLIANCE WITH CA GOVERNMENT CODE 4216. 8. PROJECT ADMINISTRATION SHALL OBTAIN ALL CAL/OSHA CONSTRUCTION ACTIVITIES PERMITS AS REQUIRED BY AND IN COMPLIANCE WITH THE PERMIT REQUIREMENTS PROVISIONS OF CCR TITLE 8, 341 BEFORE THE ISSUANCE OF THE BUILDING PERMIT. 1. THE SLOPE OF ALL NEW ROOF AREAS IS NOTED ON THE PLANS. WHERE AN EXISTING ROOF IS EXTENDED WITH A NEW ROOF, THE NEW ROOF SLOPE SHALL MATCH THE EXISTING. 2. ALL ROOFING MATERIALS SHALL BE RATED CLASS 'A'. ROOFING MATERIAL AS SPECIFIED IN THE PLAN SET. 3. ALL ROOF AREAS SHALL HAVE 2 LAYERS OF 30# ROOFING FELT (OR EQUIVALENT OR BETTER WATERPROOFING MATERIAL) BELOW THE FINISH ROOF MATERIAL. 4. ALL FLASHINGS SHALL BE NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET GAUGE) CORROSION-RESISTANT METAL. 5. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET GAUGE) CORROSION-RESISTANT METAL INSTALLED OVER A 36" WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72-POUND MINERAL SURFACED NON-PERFORATED CAP SHEET MEETING ASTM D3909 RUNNING THE FULL-LENGTH OF THE VALLEY (OR EQUIVALENT OR BETTER). 6. ROOF AND ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS. VENT OPENINGS SHALL BE PROTECTED BY CORROSION-RESISTANT, NON-COMBUSTABLE WIRE MESH WITH 1/4" OPENINGS. 7. ALL ROOF GUTTERS SHALL CONTAIN A DEBRIS STOP. 1. DOOR & WINDOW SIZES & TYPES ARE SPECIFIED IN THE PLAN SET. SPECIFIC WINDOW MANUFACTURER TO BE DETERMINED BY OWNER AND TO COMPLY WITH REQUIREMENTS AS SPECIFIED IN PLAN SET. 2. ALL WINDOWS TO BE DUAL-GLAZED LOW-E TYPE. U-VALUE & SHGC OF WINDOW SHALL BE AS LISTED IN TITLE 24 REPORT. 3. BEDROOMS & SLEEPING AREAS SHALL CONTAIN A MEANS OF EGRESS THAT COMPLIES WITH THE EMERGENCY ESCAPE AND RESCUE REQUIREMENTS PER CBC SECTION 1026. 4. ALL NEW EXTERIOR DOORS SHALL INCLUDE AN ALUMINUM THRESHOLD AND WEATHER SEAL STRIPPING 5. ALL TEMPERED SAFETY GLAZING SHALL BE PER CBC SECTION 2406 AND SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: 5.1. IN ALL SWINGING OR SLIDING DOORS. 5.2. GLAZING WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR AND LESS THAN 5 FT FROM THE WALKING SURFACE SHALL BE TEMPERED SAFETY GLAZED. 5.3. GLAZING OVER 9 SQUARE FEET IN AREA WITH A BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR AND EXPOSED TOP EDGE GREATER THAN 36" ABOVE THE FLOOR SHALL BE TEMPERED SAFETY GLAZED. 5.4. GLASS USED IN HANDRAILS AND GUARDS SHALL BE TEMPERED SAFETY GLAZED. 5.5. GLAZING ADJACENT TO STAIRWAYS WITHIN 5 FT HORIZONTALLY AND 5 FT VERTICALLY OF A WALKING SURFACE SHALL BE TEMPERED SAFETY GLAZING. IN COMPLIANCE WITH CRC R308.4.6 AND R308.4.7. 5.6. GLAZING ADJACENT TO SHOWERS AND ADJACENT TO BATHTUBS. 5.7 SHOWER ENCLOSURE GLAZING. 6. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E 1300. 7. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED (ACID ETCHED, CERAMIC FIRED, ETC.) BY A MANUFACTURER'S DESIGNATION, THE MANUFACTURER OR INSTALLER, AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES. MULTI-PANE ASSEMBLIES SHALL BE IDENTIFIED PER CRC R308.1. 8. GLAZING IN SWINGING, SLIDING, AND BIFOLD DOORS 9 SQUARE FEET OR LESS SHALL BE A MINIMUM CATEGORY CLASSIFICATION OF I (CPSC 16 CFR 1201) AND II (CPSC 16 CFR 1201) WHEN MORE THAN 9 SQUARE FEET OR SLIDING. 9. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS LESS THAN 5 FT ABOVE THE STANDING SURFACE SHALL HAVE A MINIMUM CATEGORY CLASSIFICATION OF II (CPSC 16 CFR 1201). 10. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHEN THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 5" ABOVE A WALKING SURFACE AND IT IS WITHIN 5" HORIZONTALLY OF THE WATERS EDGE SHALL HAVE A MINIMUM CATEGORY CLASSIFICATION OF I (CPSC 16 CFR 1201) OR B (ANSI Z97.1) WHEN 9 SQUARE FEET OR LESS IN AREA AND II (CPSC 16 CFR 1201) OR A (ANSI Z97.1) WHEN MORE THAN 9 SQUARE FEET. 11. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 3 FT HORIZONTALLY AND 5 FT VERTICALLY OF A WALKING SURFACE SHALL HAVE A MINIMUM CATEGORY CLASSIFICATION OF II (CPSC 16 CFR 1201) 12. ANSI Z97.1 MAY BE USED ONLY WHERE ADJACENT TO DOOR OPENINGS (CRC R308.4.2), FOR LARGE WINDOWS IN AS IDENTIFIED IN CRC R308.4.3, AND FOR ENCLOSURES AROUND SWIMMING POOLS AND SPAS (CRC R308.4.5). 13. LOUVERED WINDOWS AND JALOUSIES SHALL BE A MINIMUM OF 3/16" THICK, A MAXIMUM OF 48" IN LENGTH, AND HAVE SMOOTH EDGES. 14. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL-325. 15. ALL NEW WINDOWS AND DOORS SHALL HAVE A LABEL INDICATING THE U-FACTOR AND SHGC. COMPLY WITH TITLE 24 ENERGY DOCUMENTATION REQUIREMENTS. 16. DOORS FROM THE GARAGE TO THE DWELLING UNIT SHALL BE SOLID WOOD OR SOLID OR HONEYCOMB CORE STEEL AND NOT LESS THAN 1-3/8" THICK OR 20-MINUTE RATED UNLESS THE DWELLING UNIT AND THE GARAGE ARE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM. DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING. 1. CONSTRUCTION OF THE FOUNDATION TO CONFORM WITH THE STRUCTURAL PLANS AS PART OF THIS PLAN SET. SEESTRUCTURAL DRAWINGS FOR FOUNDATION INFORMATION. 2. A MINIMUM 26ga CORROSION RESISTANT OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL FLANGE OF 3 " SHALL BEPROVIDED AT OR BELOW FOUNDATION PLATE LINE ON 12" SHALL BE PROVIDED AT OR BELOW FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS. SCREED SHALL BE A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS. 3. FLOORS IN THE GARAGE/CARPORT SHALL BE DESIGNED TO SUPPORT A UNIFORMLY DISTRIBUTED LOAD OF 50 PSF ORCONCENTRATED LIVE LOADS OF 2,000 LBS ACTING ON AN AREA OF 20 SQ. IN. 4. GARAGE FLOORS SHALL SLOPE TO DRAIN WATER AT A MIN. 1% FROM BACK TO FRONT. 5. CONTRACTOR SHALL PROVIDE A MIN. 4" TALL CONCRETE CURB ABOVE THE SLAB AT ALL GARAGE WALLS. THE CURB SHALL BE AMINIMUM OF 1/2" WIDER THAN THE WALL FRAMING WIDTH. GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR TO TAKE ALL NECESSARY MEASURES TO CONTROL DUST AND DEBRIS FROM NEIGHBORING PROPERTIES. 2. CONTRACTOR TO PROVIDE PROPER DISPOSAL OF ALL MATERIALS AS REQUIRED BY THE GOVERNING AGENCY. 3. CONTRACTOR TO PROTECT EXISTING ITEMS OR AREAS TO REMAIN FROM DAMAGE & DUST DURING DEMO WORK AND NEW CONSTRUCTION. 4. CONTRACTOR TO KEEP THE AREA OF WORK CLEAN AND ORDERLY DURING DEMOLITION. MATERIALS SHALL BE DISPOSED OF OR KEPT TOGETHER IN ONE PLACE FOR EASY DISPOSAL AT A LATER TIME. 5. CONTRACTOR TO DISPOSE OF MATERIALS PER LOCAL JURISDICTIONS REQUIREMENTS. DEMOLITION NOTES: WOOD FRAMING NOTES: 1. ALL FRAMING TO CONFORM WITH THE STRUCTURAL PLANS AS PART OF THIS PLAN SET. SEE STRUCTURAL DRAWINGS FOR FRAMING INFORMATION. 2. PRE-MANUFACTURED WOOD TRUSSES SHALL BE INSTALLED PER THE TRUSS DESIGN AND CALCULATIONS PACKAGE. THE CONTRACTOR SHALL PROVIDE TRUSS MANUFACTURER FIELD-VERIFIED MEASUREMENTS BEFORE TRUSS FABRICATION. 3. ALL LUMBER SHALL BE STRAIGHT AND CLEAR OF DEFECTS. 4. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR ROT RESISTANT TYPE. 5. FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL & HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIRE BLOCKING PER CRC R302.11. 6. WHERE USABLE SPACE IS BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. DRAFT STOPPING PER C.R.C. R302.12. 7. FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH A WPA M4. (CRC 317.1.1) ROOF NOTES: DOOR AND WINDOW NOTES: CONCRETE NOTES: 1. ALL 1/2" AND 5/8" DRYWALL SHALL BE INSTALLED ON WALL FRAMING WITH DRYWALL SCREWS AS LISTED BELOW. ALL SCREWS MIN. 7/16" EMBED INTO WOOD. PANELS CAN BE INSTALLED IN EITHER DIRECTION. 1.1. STUDS 16" O.C. = SCREWS @ 16" O.C. 1.2. STUDS 24" O.C. = SCREWS @ 12" O.C. 2. ALL 1/2" AND 5/8" DRYWALL SHALL BE INSTALLED ON CEILING/ROOF FRAMING WITH DRYWALL SCREWS, AS LISTED BELOW. ALL SCREWS MIN. EMBED INTO WOOD 7/16" EMBED INTO WOOD 2.1. JOISTS 16" O.C. = SCREWS @ 12" O.C. 2.2. JOISTS 24" O.C. = SCREWS @ 12" O.C. INSTALL PANELS PERP. TO FRAMING. 3. ALL DRYWALL AT GARAGE WALLS ADJACENT TO HABITABLE SPACES SHALL BE A MINIMUM OF 1/2" TYPE-X'. ALL DRYWALL AT GARAGE CEILINGS WITH HABITABLE SPACES ABOVE SHALL BE A MINIMUM OF 5/8" TYPE-X. 4. TYPE-X GYPSUM BOARD FOR GARAGE CEILINGS BENEATH HABITABLE ROOMS SHALL BE INSTALLED PERPENDICULAR TO THE CEILING FRAMING AND SHALL BE FASTENED AT A MAXIMUM OF 6" O.C. BY A MINIMUM OF 1-7/8" 6d COATED NAILS OR EQUIVALENT DRYWALL SCREWS. 5. GYPSUM WATER-RESISTANT 'GREENBOARD' USED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER REQUIRED NONABSORBENT FINISH MATERIAL SHALL CONFORM TO ASTM C-1396, C-1178, OR C-1278. USE OF WATER- RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED ON CEILINGS WHERE FRAMING SPACING DOES NOT EXCEED 12" O.C. 1/2"-THICK OR 16" O.C. INCHES FOR 5/8" THICK GYPSUM BOARD. INTERIOR GYPSUM BOARD NOTES: 1. ALL EXTERIOR FINISHES AS SPECIFIED IN THE PLAN SET. 2. ALL INTERIOR FINISHES SHALL BE SPECIFIED BY THE OWNER. 3. INTERIOR DRYWALL FINISH TYPE SHALL BE COORDINATED AND CONFIRMED WITH THE OWNER. THE CORNER BEAD TYPE (RADIUS/NON-RADIUS) SHALL BE CONFIRMED WITH THE OWNER. 4. ALL PLUMBING FIXTURES SHALL BE SPECIFIED BY THE OWNER. 5. ALL FINISH ELECTRICAL FIXTURES SHALL BE SPECIFIED BY THE OWNER. 6. ALL FINISH CARPENTRY SHALL BE SPECIFIED BY THE OWNER. 7. ALL DOOR & WINDOW HARDWARE SHALL BE SPECIFIED BY THE OWNER. 8. ALL INTERIOR PAINT SHALL BE A MINIMUM OF 2 COATS OVER BASE PRIMER. ALL PAINT IN KITCHENS, LAUNDRY ROOMS, AND BATHROOMS SHALL BE A NON-FLAT SHEEN. 9. ALL TILE IN SHOWER COMPARTMENTS SHALL BE TO A MINIMUM OF 72" ABOVE THE FLOOR SURFACE. EXTERIOR AND INTERIOR FINISH NOTES: 1. ALL MECHANICAL SYSTEMS SHALL BE DESIGNED BY OTHERS IN ACCORDANCE WITH CURRENT APPLICABLE CODES. THE CONTRACTOR SHALL SECURE ALL PERMITS FROM LOCAL JURISDICTION AS REQUIRED. 2. IF APPLICABLE, SEE ENGINEERED MECHANICAL PLANS FOR COMPLETE MECHANICAL SYSTEMS DESIGN AND SPECIFICATIONS. 3. EQUIPMENT INSTALLATION PER CMC SECTION 303. 4. EQUIPMENT ACCESS AND SERVICE SPACE PER CMC SECTION 307. 5. PRIMARY CONDENSATE LINES FROM MECHANICAL EQUIPMENT SHALL DISCHARGE TO THE TAILPIECE OF A SINK BY MEANS OF A DIRECT WASTE CONNECTION OR TO A DRY WELL. SECONDARY LINES SHALL TERMINATE TO A REAR OR SIDE EXTERIOR WALL ABOVE A WINDOW. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 8. MECHANICAL EQUIPMENT LOCATION & DAMAGE PROTECTION PER CMC SECTION 308. 9. VENTILATION AND AIR QUALITY (CEnC 150.0; ASHRAE 62.2). ENVIRONMENTAL AIR EXHAUST DUCTS SHALL BE SHOWN EXHAUSTED TO THE OUTSIDE AND EQUIPPED WITH A BACKDRAFT DAMPER WHERE THE FAN OPERATES INTERMITTENTLY. 10. LOCAL VENTILATION (BATHROOM AND KITCHEN) EXHAUST DUCTS SHALL BE INSTALLED PER THE FAN MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, PER THE PRESCRIPTIVE PROVISIONS OF ASHRAE 62.2, TABLE 5.3, OR THE AIRFLOW SHALL BE TESTED AS REQUIRED BY AND IN COMPLIANCE WITH ASHRAE 62.2, SECTION 5.4 FOR AIRFLOW MEASUREMENT. 11. BATHROOM EXHAUST FANS: THE HUMIDITY CONTROL SHALL BE SHOWN ADJUSTABLE FROM A HUMIDITY OF LESS THAN 25% TO A HIGH OF 80%. IN COMPLIANCE WITH CEnC, THE FAN SHALL BE SWITCHED SEPARATELY FROM LIGHTS, UNLESS THE FAN IS ALLOWED TO OPERATE WHEN THE LIGHT IS SWITCHED OFF [CEnC-150.0(K)2B] MECHANICAL SYSTEM NOTES: 1. FACTORY-BUILT FIREPLACES AND CHIMNEYS PER C.R.C SECTION R1003.20. 2. FACTORY-BUILT FIREPLACES SHALL HAVE THE FOLLOWING: 2.1. CLOSABLE METAL OR GLASS COVERING OVER THE ENTIRE OPENING OF THE FIREBOX. 2.2. COMBUSTION AIR INTAKE FROM OUTSIDE OF THE BUILDING DIRECTLY INTO THE FIREBOX OF AT LEAST 6 SQ. INCHES AND HAS AN ACCESSIBLE, OPERABLE, AND TIGHT-FITTING DAMPER OR COMBUSTION AIR CONTROL DEVICE. EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE AND INSTALLED ACCORDING TO THE FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 2.3. EXCEPTION: OUTSIDE COMBUSTION AIR INTAKE IS NOT REQUIRED IF INSTALLED ON A SLAB ON GRADE AND NOT ON AN EXTERIOR WALL. 2.4. A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. 2.5. A PERMANENTLY INSTALLED NON-COMBUSTIBLE GAS FIRE LOG WITH GAS TO THE FIREBOX. 3. FOR FIREPLACES, DECORATIVE GAS APPLIANCES, AND GAS LOGS: CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING ARE PROHIBITED. FACTORY-BUILT FIREPLACE NOTES: 1. SMOKE AND HEAT DETECTORS SHALL BE INSTALLED IN ALL OF THE DWELLING. THE DEVICES SHALL BE INSTALLED IN A MANNER CONFORMING TO THE MOST CURRENT REQUIREMENTS OF THE CALIFORNIA BUILDING CODE AND THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS, ACCORDING TO THE FOLLOWING GUIDELINES: 1.1. A MINIMUM OF ONE SMOKE DETECTOR ON EACH LEVEL OF LIVING SPACE (INCLUDING BASEMENT), IN EACH SLEEPING ROOM, & IN THE HALLWAY IMMEDIATELY ADJACENT TO SLEEPING AREAS. 1.2. SMOKE DETECTORS SHALL BE UL 217 RATED. 1.3. SMOKE DETECTORS SHALL BE HARDWIRED, SOUND AN ALARM AUDIBLE IN ALL BEDROOMS, AND BE INTERCONNECTED. 1.4. BATTERY-OPERATED SMOKE DETECTORS ARE ACCEPTABLE IN RENOVATION AREAS OR AREAS OF NO NEW WORK. 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ALL AREAS OF THE DWELLING IN COMPLIANCE WITH CRC R314.3.3. THE DEVICES SHALL BE INSTALLED IN A MANNER CONFORMING TO THE MOST CURRENT REQUIREMENTS OF THE CALIFORNIA BUILDING CODE ACCORDING TO THE FOLLOWING GUIDELINES: 2.1. A MINIMUM OF ONE CO DETECTOR ON EACH LEVEL OF LIVING SPACE (INCLUDING BASEMENT), IN THE HALLWAY IMMEDIATELY ADJACENT TO SLEEPING AREAS, AND IN EACH SLEEPING ROOM THAT CONTAINS A FUEL-BURNING APPLIANCE, AND WITHIN 20 FEET OF PERMANENTLY INSTALLED COOKING APPLIANCES.. 2.2. CARBON MONOXIDE DETECTORS SHALL BE UL 2034/2075 RATED. 2.3. CARBON MONOXIDE DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED. 2.4. BATTERY OPERATED CMDs ARE ACCEPTABLE IN RENOVATION AREAS OR AREAS OF NO NEW WORK. SMOKE AND CARBON MONOXIDE NOTES: 1. ALL PLUMBING SYSTEMS SHALL BE DESIGNED BY OTHERS IN ACCORDANCE WITH CURRENT APPLICABLE CODES. THE CONTRACTOR SHALL SECURE ALL PERMITS FROM LOCAL JURISDICTION AS REQUIRED. 2. IF APPLICABLE, SEE ENGINEERED PLUMBING PLANS FOR COMPLETE PLUMBING SYSTEMS DESIGN & SPECIFICATIONS. 3. WATER HEATER PROTECTION FROM DAMAGE PER CPC. SECTION 510. 4. POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS PER CPC SECTION 603.4.7. 5. GRADE SUPPORT AND PROTECTION OF BUILDING SEWERS PER CPC. SECTION 718.0. 6. INDIRECT WASTE PIPING PER CPC SECTION 803. 7. INDIRECT WASTE RECEPTORS PER CPC SECTION 804. 8. WATER PRESSURE, PRESSURE REGULATORS, PRESSURE RELIEF VALVES, AND VACUUM RELIEF VALVES PER CPC SECTION 608.0. 9. BUILDING SEWER CLEANOUTS PER CPC. SECTION 719. 10. INSTALLATION OF GAS PIPING PER CPC SECTION 1211.0. 11. BONDING OF PIPING SYSTEMS AND EXPOSED STRUCTURAL STEEL PER CEC ARTICLE 250-80. 12. APPLIANCE PLUMBING PER CPC SECTION 807.0. 13. SHOWER & TUB/SHOWER COMBINATION CONTROL VALVES PER CPC SECTION 420.0. 14. CONTROL VALVE FOR SHOWER OR TUB/SHOWER UNITS SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE PER CPC 420.0. 15. SEE THE 2022 GREEN BUILDING CODE MANDATORY MEASURES FOR MAXIMUM FLOW RATES OF PLUMBING FIXTURES. 16. ALL PLUMBING MATERIALS USED IN THE WATER SUPPLY SYSTEM, EXCEPT VALVES AND SIMILAR DEVICES, SHALL BE OF LIKE MATERIAL. 17. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 18. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE. CLEAN-OUTS FOR DRAINS THAT PASS THROUGH THE A BACKWATER VALVE SHALL BE CLEARLY IDENTIFIED WITH A PERMANENT LABEL STATING "BACKWATER VALVE DOWNSTREAM. " 19. BATHTUBS AND WHIRLPOOL BATHS SHALL BE PROVIDED WITH A TRAP DOOR OR ACCESS WITHIN 20' OF THE PUMP. 20. WATER CLOSETS SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN 1.28 GALLONS OF WATER PER FLUSH. 21. WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SECTION 604.1 OF THE CPC. CPVC AND OTHER PLASTIC WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 604 OF THE CPC, INSTALLATION STANDARDS OF APPENDIX I OF THE CPC, AND MANUFACTURERS RECOMMENDED INSTALLATION STANDARDS. CPVC WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SEC 604.1.1 OF THE CPC PRIOR TO PERMIT ISSUANCE. PLUMBING SYSTEM NOTES:1. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER (705A.4). 2. (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 1/8 TO 1/16 INCH OPENINGS. VENTS SHALL NOT BE INSTALLED ON THE UNDERSIDE OF EAVES AND CORNICES (706A). 3. 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 UNIT OR HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20-MINUTES WHEN TESTED ACCORDING TO ASTM E2010 OR CONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM 12-7A-2 (708A.2.1). 4. 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" THICK WITH INTERIOR FIELD PANEL THICKNESS NO LESS THAN 1-1/4" THICK, OR SHALL HAVE FIRE-RESISTANCE RATING OF NOT LESS THAN 20-MINUTES WHEN TESTED ACCORDING TO ASTM A-2074 (708A.3). 5. ALL UTILITIES, PIPES, FURNACES, WATER HEATERS, OR OTHER MECHANICAL DEVICES LOCATED IN AN EXPOSED UNDERFLOOR AREA OF A RESIDENTIAL BUILDING SHALL BE ENCLOSED WITH MATERIALS AS REQUIRED FOR 1-HOUR FIRE-RESISTIVE CONSTRUCTION (707A.2). 6. 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 705A.2. FIRE HAZARD SEVERITY ZONE NOTES: 1. ALL ELECTRICAL SYSTEMS SHALL BE DESIGNED BY OTHERS IN ACCORDANCE WITH CURRENT APPLICABLE CODES. THE CONTRACTOR SHALL SECURE ALL PERMITS FROM LOCAL JURISDICTION AS REQUIRED. 2. IF APPLICABLE, SEE ENGINEERED ELECTRICAL PLANS FOR COMPLETE ELECTRICAL DESIGN & SPECIFICATIONS. 3. GROUND-FAULT CIRCUIT-INTERRUPT PROTECTION PER NEC ARTICLE 210-8 IN ALL LOCATIONS WITHIN 6' OF THE SINK EDGE AND ALL OUTDOOR LOCATIONS. 4. ARC-FAULT CIRCUIT INTERRUPT PER NEC ARTICLE 210-12 IN ALL BEDROOM & LIVING SPACE LOCATIONS. 5. MEMBRANE PENETRATION PER CRC SECTION R302.4.1 & R302.4.2. 6. ELECTRICAL BRANCH CIRCUIT, FEEDER, AND SERVICE CALCS PER C.E.C. ARTICLE 220. 7. GROUNDING ELECTRODE SYSTEM PER NEC ARTICLE 250-50. 8. FIXTURES IN CLOTHES CLOSETS PER PER NEC ARTICLE 410-8. 9. DWELLING UNIT RECEPTACLE OUTLETS PER NEC ARTICLE 210.52. 10. HVAC & REFRIGERATION EQUIPMENT OUTLETS PER NEC ARTICLE 210.63. 11. CONTRACTOR TO PROVIDE SINGLE LAMP W/CERAMIC BASE LIGHTING IN ATTIC EVERY 30 FEET WIRED TO SWITCH AT ENTRY OF ATTIC ACCESS AND PERMANENT ELECTRICAL OUTLET LOCATED AT THE ENTRY TO THE F.A.U. 12. RECEPTACLE OUTLET LOCATIONS SHALL COMPLY WITH NEC ARTICLE 210-52(A). 13. ALL 15 AND 20-AMP, 125-VOLT, AND 250-VOLT NON-LOCKING RECEPTACLES THAT ARE INSTALLED ON THE EXTERIOR OF A DWELLING UNIT AND LOCATED IN DAMP OR WET LOCATIONS SHALL BE LISTED AS WEATHER RESISTANT TYPE. 14. PER NEC ARTICLE 210-11(c)3, BATHROOM CIRCUITING SHALL BE EITHER A 20 AMP CIRCUIT DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMP CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS. 15. ALL 125-VOLT, SINGLE PHASE, 15 AND 20-AMP RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, OUTDOORS, KITCHEN COUNTERS, AND AT WET BARS SHALL BE OF GROUND-FAULT CIRCUIT-INTERRUPTER TYPE PER NEC ARTICLE 210-8. 16. CONDUCTORS NORMALLY USED TO CARRY CURRENT SHALL BE OF COPPER. FOR ALUMINUM AND COPPER-CLAD ALUMINUM #6 AWG AND LARGER, SEE NEC ARTICLE 310-15. EXCEPTION: ALUMINUM CONDUCTORS SMALLER THAN #6 AWG MAY BE USED, PROVIDED THE METHOD OF CONNECTION IS APPROVED IN ADVANCE BY THE BUILDING OFFICIAL AND THE INSTALLATION IS MADE UNDER CONTINUOUS SPECIAL INSPECTION. 17. EVERY FIXED APPLIANCE SUCH AS FOOD WASTE GRINDERS, DISHWASHERS, WASHING MACHINES, DRYERS, LAUNDRY TRAY LOCATIONS, BUILT-IN REFRIGERATORS OR FREEZERS, FURNACES, AC, BUILT-IN HEATERS, OR ANY OTHER FIXED APPLIANCE WITH A MOTOR OF 14H.P. OR LARGER SHALL BE ON A SEPARATE #12 AWG WIRE BRANCH CIRCUIT. EACH DWELLING UNIT SHALL HAVE INSTALLED THEREIN AN INDIVIDUAL DISPOSAL CIRCUIT SUPPLIED WITH MINIMUM #12 AWG WIRE AND A 15 AMP INDICATING-TYPE SWITCH. (NEC ARTICLES 210.23 & 220) 18. HIGH-EFFICACY LUMINARIES FOR RESIDENTIAL LIGHTING SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS AND SHALL NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26). A HIGH-EFFICACY LAMP SHALL BE NO LOWER THAN THE EFFICACIES CONTAINED IN TABLE 150-C. BALLASTS FOR LAMPS RATED 13 WATTS, OR GREATER, SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY OF NO LESS THAN 20 kHz. ALL HIGH-EFFICACY LIGHTS ARE SWITCHED SEPARATELY FROM LOW-EFFICACY LIGHTS. 19. LUMINAIRES RECESSED INTO INSULATED CEILINGS ARE REQUIRED TO BE RATED FOR INSULATION CONTACT (“IC-RATED”) SO THAT INSULATION CAN BE PLACED OVER THEM. 20. THE LUMINAIRE'S HOUSING SHALL BE AIRTIGHT TO PREVENT CONDITIONED AIR FROM ESCAPING INTO THE CEILING CAVITY OR ATTIC, AND UNCONDITIONED AIR FROM INFILTRATING FROM THE CEILING OR ATTIC INTO THE CONDITIONED SPACE. ELECTRICAL SYSTEM NOTES: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITIONS OF THE CALIFORNIA BUILDING CODE, CALIFORNIA ELECTRICAL CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA FIRE CODE, AND CALIFORNIA ENERGY CODE. 2. ALL PORTIONS OF THE STRUCTURAL DESIGN AND DETAILING FOR THIS PROJECT CONFORM TO THE 2022 CALIFORNIA BUILDING CODE AS ALLOWED BY THE CALIFORNIA RESIDENTIAL CODE. 3. APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE. 4. EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS. A PERMIT MAY BE EXTENDED IF A WRITTEN REQUEST STATING JUSTIFICATION FOR EXTENSION AND A $250 APPLICATION FEE IS RECEIVED BEFORE THE EXPIRATION OF THE PERMIT AND GRANTED BY THE BUILDING OFFICIAL. NO MORE THAN TWO (2) EXTENSIONS MAY BE GRANTED. PERMITS THAT HAVE BECOME INVALID SHALL PAY A RENEWAL FEE OF 50% OF THE ORIGINAL PERMIT FEE AMOUNT WHEN THE PERMIT HAS EXPIRED FOR UP TO ONE (1) YEAR. WHEN A PERMIT HAS EXPIRED FOR A PERIOD IN EXCESS OF ONE (1) YEAR, THE RENEWAL FEE SHALL BE 100% OF THE ORIGINAL FEE. 5. ROUGH INSPECTION OF PLUMBING, MECHANICAL, GAS, AND ELECTRICAL SYSTEMS SHALL BE BEFORE COVERING OR CONCEALMENT BEFORE FIXTURES AND APPLIANCES ARE SET OR INSTALLED AND BEFORE FRAMING INSPECTION. 6. SOIL, FOUNDATION, AND GEOLOGY REPORT(S) MUST BE APPROVED BY THE GRADING DEPARTMENT BEFORE BUILDING PERMIT ISSUANCE. 7. A SMOKE DETECTOR, APPROVED AND LISTED BY THE STATE FIRE MARSHALL, SHALL BE INSTALLED IN EACH DWELLING WHEN A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS EXCEEDS $1000. A BATTERY-POWERED SMOKE DETECTOR SATISFIES THE REQUIREMENT FOR A SMOKE DETECTOR. 8. BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST BACKGROUND, BE ARABIC OR ALPHA-NUMERIC AND BE A MINIMUM OF OF 4" HIGH WITH A MINIMUM STROKE OF 1/2". (CRC. R319.1) BUILDING PERMIT REQUIREMENTS: ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 AREA SUMMARY Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 G002 R/F 6'-11/2"11'-6"11'-5"8'-51/2"13'-51/2"5'-8"21'-3" 16 ' - 5 " 7'- 5 " 12 ' - 8 " 11 ' - 2 " 4'-21/2" REF. 8' - 9 1/2 " 15 ' - 0 1/2 " 19 ' - 5 " 4' - 5 " 23 ' - 1 0 " 4' - 5 " 17 ' - 6 1/2 " 1' - 1 0 1/ 2 " 69 sq ft 274 sq ft 172 sq ft 201 sq ft 238 sq ft 45 sq ft 100 sq ft 261 sq ft 99 sq ft 269 sq ft 1 2 3 4 67a OV1 OV2 5 7b R/ F 12'-6"28'-8"3'-3"4'-6" 8' - 4 " 15 ' - 6 " 11'-0"16'-2"4'-0" 12'-6"28'-8"3'-3"11'-41/2"4'-6" 12'-6"28'-8"3'-11"10'-81/2"4'-6"19'-51/2"16'-2"1'-11" 8' - 1 0 1/2 " 23 ' - 1 0 " 8' - 4 " 11 ' - 1 " 4'- 5 " 19 ' - 5 " 6'- 3 " 4' - 5 " 23 ' - 1 0 " 13 ' - 9 1/2 " 10 ' - 0 1/2 " 11'-0"16'-2" 172 sq ft 683 sq ft 17 sq ft 20 sq ft 221 sq ft 50 sq ft 302 sq ft 385 sq ft 17 sq ft 126 sq ft 57 sq ft 38 sq ft 91 sq ft 14 15 8 9 10 11 12 13 16 OV3 OV5 OV6 OV4 25'-2" 10 ' - 4 1/2 " 12'-3"8'-6" 15 ' - 3 " 4' - 7 " 21'-3"5'-0" 20 ' - 1 1 1/2 " 105 sq ft 10 ' - 3 1/ 2 " 88 sq ft 116 sq ft 131 sq ft 323 sq ft 17 18 COVERED ROOF DECK 19 COVERED ROOFDECK SCALE: 3/16" = 1'-0"1 303 1st LEVEL - Area Summary SCALE: 3/16" = 1'-0"2 303 2nd LEVLE - Area Sumary SCALE: 3/16" = 1'-0"3 303 3rd LEVEL- Area Summary PROPOSED OPEN VOLUME AREA : OV1: 45 sfOV2: 100 sfOV3: 57 sf OV4: 91 sf OV5: 38 sfOV6: 126 sfTOTAL OPEN VOLUME AREA: 457 sf (457 > 360)…OK AS PER 20.48.180.A.3.A RESIDENTIAL DEVELOPMENT STANDARDS ANDDESIGN CRITERIA, OPEN VOLUME AREA SHALL BE PROVIDED INADDITION TO THE REQUIRED SETBACK AREA AND SHALL BE A MINIMUMAREA EQUAL TO FIFTEEN (15) PERCENT OF THE BUILDABLE LOT. THEOPEN VOLUME MAY BE PROVIDED ANYWHERE ON THE LOT WITHIN THEBUILDABLE AREA AND BELOW TWENTY-FOUR (24) FEET FROM GRADE.THE OPEN-AIR SPACE VOLUME MAY BE PROVIDED ON ANY LEVEL ORCOMBINATION OF LEVELS AND MAY EXTEND ACROSS THE ENTIRESTRUCTURE OR ANY PORTION THEREOF. THE OPEN VOLUME SHALL HAVE A MINIMUM DIMENSION OF AT LEAST 5FEET IN DEPTH FROM THE WALL PLANE ON WHICH IT IS LOCATED ANDA MINIMUM VERTICAL CLEAR DIMENSION OF AT LEAST 7'-6 AND SHALLBE OPEN TO THE OUTDOORS ON AT LEAST ONE SIDE. ZONE No: ZONE AREA:1 69 sf 2 274 sf3 172 sf4 201 sf 5 261 sf6 99 sf7(a+b) GARAGE 507 sf 1ST LEVEL SUBTOTAL: 1583 SF 8 17 sf9 385 sf 10 302 sf11 50 sf12 221 sf 13 17 sf14 20 sf15 683 sf 16 172 sf 2ND LEVEL SUBTOTAL: 1867 SF 17 88 sf 18 117 sf19 322 sf3RD LEVEL SUBTOTAL: 527 SF TOTAL AREA: 3977 SF(3977 < 4000)…OK RM ZONING DISTRICT REQUIREMENTS OPEN VOLUME AREA REQUIREMENT BUILDING AREAS LOT SIZE:30 FT x 125 FT = 3750 SF BUILDABLE FOOTPRINT:24 FT x 100 FT = 2400 SF MAXIMUM FLOOR AREA RATIO (FAR) :2400 SF x 1.5 = 3600 SFADD 200 SF PER REQUIRED ENCLOSED PARKING SPACE 2 REQUIRED = 400 SF3600 SF + 400 SF = 4000 SF REQUIRED OPEN VOLUME AREA: MINIMUM REQUIRED : 2400 SF x 15% = 360 SF ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 AREA SUMMARY Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 G003 R/F 7' - 5 " 16 ' - 5 " 8'-21/2"11'-6"11'-5"8'-6"13'-6"5'-7"21'-31/2" 11 ' - 2 " 12 ' - 8 " 4'-21/2" 23 ' - 1 0 " 4' - 5 " 19 ' - 5 " 23 ' - 1 0 " 15 ' - 0 1/ 2 " 8' - 9 1/2 " 2' - 0 " 17 ' - 5 " 4' - 5 " 69 sq ft 274 sq ft172 sq ft202 sq ft 262 sq ft97 sq ft238 sq ft 61 sq ft 100 sq ft 269 sq ft 1 234 567b OV2 OV1 7a R/ F 12'-6"28'-8"3'-3"11'-41/2"4'-6" 12'-6"28'-8"3'-11"10'-81/2"4'-6"19'-51/2"16'-2"1'-11" 4'- 5 " 15 ' - 6 " 11'-0"16'-2"4'-0" 10 ' - 0 1/ 2 " 13 ' - 9 1/ 2 " 23 ' - 1 0 " 19 ' - 5 " 11 ' - 1 " 23 ' - 1 0 " 8'- 1 1 " 6' - 2 " 172 sq ft 683 sq ft 17 sq ft 20 sq ft 221 sq ft 50 sq ft 302 sq ft 385 sq ft 17 sq ft 126 sq ft 54 sq ft 38 sq ft 91 sq ft 14 15 8 9101112 13 16 OV6 OV5 OV3 OV4 8'-51/2"12'-3" 10 ' - 3 " 10 ' - 4 1/2 " 20 ' - 1 1 1/2 " 4' - 8 " 15 ' - 2 " 25'-2" 5'-0"21'-3" 88 sq ft 322 sq ft 105 sq ft 130 sq ft 117 sq ft 17 19 COVERED ROOF DECK 18 COVERED ROOF DECK SCALE: 3/16" = 1'-0"1 305 1st LEVEL - Area Summary SCALE: 3/16" = 1'-0"2 305 2nd LEVEL - Area Summary SCALE: 3/16" = 1'-0"3 305 3rd LEVEL - Area Summary PROPOSED OPEN VOLUME AREA : OV1: 61 sfOV2: 100 sfOV3: 54 sf OV4: 91 sf OV5: 38 sfOV6: 126 sfTOTAL OPEN VOLUME AREA: 470 sf (470 > 360)…OK AS PER 20.48.180.A.3.A RESIDENTIAL DEVELOPMENT STANDARDS ANDDESIGN CRITERIA, OPEN VOLUME AREA SHALL BE PROVIDED INADDITION TO THE REQUIRED SETBACK AREA AND SHALL BE A MINIMUMAREA EQUAL TO FIFTEEN (15) PERCENT OF THE BUILDABLE LOT. THEOPEN VOLUME MAY BE PROVIDED ANYWHERE ON THE LOT WITHIN THEBUILDABLE AREA AND BELOW TWENTY-FOUR (24) FEET FROM GRADE.THE OPEN-AIR SPACE VOLUME MAY BE PROVIDED ON ANY LEVEL ORCOMBINATION OF LEVELS AND MAY EXTEND ACROSS THE ENTIRESTRUCTURE OR ANY PORTION THEREOF. THE OPEN VOLUME SHALL HAVE A MINIMUM DIMENSION OF AT LEAST 5FEET IN DEPTH FROM THE WALL PLANE ON WHICH IT IS LOCATED ANDA MINIMUM VERTICAL CLEAR DIMENSION OF AT LEAST 7'-6 AND SHALLBE OPEN TO THE OUTDOORS ON AT LEAST ONE SIDE. ZONE No: ZONE AREA:1 69 sf 2 274 sf3 172 sf4 202 sf 5 262 sf6 97 sf7(a+b) GARAGE 507 sf 1ST LEVEL SUBTOTAL: 1583 SF 8 17 sf9 385 sf 10 302 sf11 50 sf12 221 sf 13 17 sf14 20 sf15 683 sf 16 172 sf 2ND LEVEL SUBTOTAL: 1867 SF 17 88 sf 18 117 sf19 322 sf3RD LEVEL SUBTOTAL: 527 SF TOTAL AREA: 3977 SF(3977 < 4000)…OK RM ZONING DISTRICT REQUIREMENTS OPEN VOLUME AREA REQUIREMENT BUILDING AREAS LOT SIZE:30 FT x 125 FT = 3750 SF BUILDABLE FOOTPRINT:24 FT x 100 FT = 2400 SF MAXIMUM FLOOR AREA RATIO (FAR) :2400 SF x 1.5 = 3600 SFADD 200 SF PER REQUIRED ENCLOSED PARKING SPACE 2 REQUIRED = 400 SF3600 SF + 400 SF = 4000 SF REQUIRED OPEN VOLUME AREA: MINIMUM REQUIRED : 2400 SF x 15% = 360 SF SHEET INDEX VICINITY MAP SITE IMPROVEMENT PLANS FOR 303 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 CIVIL ENGINEER:SURVEYOR: SOILS ENGINEERABBREVIATIONS: EARTHWORK APN: 052-021-08 ARCHITECT: SITE AREAS B A Y S I D E D R GOLD E N R O D A V E 36TH S T 1 S T A V E S E A V I E W A V E O C E A N B L V D CARN A T I O N A V E DAHL I A P L FERN L E A F A V E DAHL I A P L FERN L E A F A V E C-01 01 TITLE SHEET 305 FERNLEAF AVENUE OWNER: SITE ADDRESS ENCROACHMENT NOTES: CONTRACTOR'S NOTES: GENERAL NOTES: SCOPE OF WORK; NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 N49°28'14"W 125.03' N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' FE R N L E A F A V E N U E 25' 15'10'15' 14' 7' N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' PR I V A T E A L L E Y N49°26'03"W 124.98' 6 6 EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P EXISTING RESIDENCE EXISTING RESIDENCE 305 FERNLEAF AVENUE 303 FERNLEAF AVENUE C-02 02 TOPOGRAPHIC SURVEY LEGEND AC --- ASPHALT CONCRETE BFP --- BACK FLOW PREVENTOR BW --- BOTTOM OF WALL EG --- EXISTING GROUND EP --- EDGE OF PAVEMENT FF --- FINISH FLOOR FH --- FIRE HYDRANT FL --- FLOW LINE FS --- FINISH SURFACE GM --- GAS METER INDICATES SET LEAD AND DISC STAMPED L.S. 8211 IN CONCRETE. INDICATES FOUND MONUMENT AS NOTED HEREON. GV --- GAS VALVE OHU --- OVERHEAD UTILITY PP --- POWER POLE (R) --- RADIAL BEARING SCO --- SEWER CLEANOUT SMH --- SEWER MANHOLE TC --- TOP OF CURB TW --- TOP OF WALL WM --- WATER METER WV --- WATER VALVE --- EXISTING WALL NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 EASEMENTS NOTE: THIS PLAN SHOWS ALL PLOTTABLE EASEMENTS FOR THE PROPERTIES IN QUESTION. FOR FULL LIST OF EXCEPTIONS AND EASEMENTS PLEASE SEE PROJECT TITLE REPORT. AN EASEMENT FOR ROADWAY AND PUBLIC UTILITY PURPOSES OVER AND ALONG ALL OF SAID PORTION OF THE VACATED ALLEY FOR THE BENEFIT OF THE OWNERS OF LOTS 1 TO 14 INCLUSIVE OF SAID BLOCK 232. 6 N49°28'14"W 125.03' N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' FE R N L E A F A V E N U E 25' 15'10'15' 14' 7' N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' PR I V A T E A L L E Y N49°26'03"W 124.98' 6 6 W W EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P W W EXISTING BUILDING N.A.P PROPOSED BUILDING 2 2 2 2 2 2 2 2 2 2 2UNIT B GARAGE UNIT A GARAGE 2-CAR CAR PORT 2 PROPOSED BUILDING 2 2 2 2 22 2 2 1 2 2 2 2 2 111 1 1 1 1 1 1 1 2-CAR CAR PORT 1 1 1 2 UNIT B GARAGE UNIT A GARAGE 3 3 3 3 3 3 C-1 1 GRAVEL BAG DETAIL A NOT TO SCALE A 12 " SECTION A-A A 3" MIN. OPENING BETWEEN BAGS TOP ROW INLET PROTECTION B NOT TO SCALE NEW CATCH BASIN GRAVEL BAGS PER DETAIL "A", THIS SHEET FILTER FABRIC EROSION CONTROL NOTES: 1 GRAVEL BAG BARRIER PER CASQA DETAIL SE-6, SEE DETAIL A, THIS SHEET GRAVEL BAG INLET PROTECTION PER CASQA DETAIL SE-10. SEE DETAIL B, THIS SHEET. PERFORM STREET SWEEPING AND VACUUMING AS NEEDED CASQA DETAIL SE-7 2 LEGEND PROP. CONCRETE PROP. LANDSCAPE PROP. RETAINING WALL PROP. SITE WALL PROP. BUILDING LIMITS PROPERTY LINE CENTERLINE PROP. FENCE PROP. 2ND LEVEL OVERHANG GRAVEL BAGS NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 WM-2 WM-1 WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL MATERIAL USE MATERIAL DELIVERY AND STORAGE WM-3 STOCKPILE MANAGEMENT MATERIALS SHALL BE STORED ON-SITE IN ORIGINAL MARKED CONTAINERS AND COVERED FROM RAIN AND WIND. MATERIAL INVENTORY SHALL CONSIST OF SUPPLY REQUIRED FOR A FEW DAYS. . MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH THE PRODUCT DIRECTIONS. MATERIALS STOCKPILES SHALL BE SURROUNDED BY TEMPORARY SEDIMENT BARRIER AND COVERED TO MAINTAIN DUST CONTROL CONCRETE WASTE MANAGEMENTWM-8 AN ON-SITE CONCRETE WASHOUT AREA SHALL, BE CONSTRUCTED, USED AND DISPOSED OF IN A MANNER WHICH MEETS THE REQUIREMENT OF THE CITY. SE-6 TEMPORARY SEDIMENT CONTROL GRAVEL BAG BERM INSTALL BERMS ON A LEVEL CONTOUR TO INTERCEPT SHEET FLOWS. STREET SWEEPING AND VACUUMINGSE-7 STREET SHALL BE SWEEPED AND SEDIMENT COLLECTED AND DISPOSED OF OFF-SITE ON A DAILY BASIS. WE-1 WIND EROSION CONTROL APPLY WATER OR OTHER CHEMICAL DUST SUPPRESSANTS OVER STOCKPILES. TC-1 TRACKING CONTROL STABILIZED CONSTRUCTION EXIT RUMBLE RACKS SHALL BE PLACED ON THE DRIVEWAY TO ENSURE THAT ALL VEHICLES LEAVING THE SITE PASS OVER THE DEVICES BEFORE ENTERING THE PUBLIC STREET. SE-1 SILT FENCE INSTALL SILT FENCES ALONG DISTURBED AREA LIMITS AND ALONG PROPERTY LINE FRONTAGE. WM-9 SANITARY/SEPTIC WASTE MANAGMENT SANITARY OR SEPTIC WASTES SHOULD BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. SE-5 FIBER ROLL INSTALL FIBER ROLLS ALONG PROPERTY FRONTAGE BEHIND SILT FENCE. STORM DRAIN INLET PROTECTIONSE-10 ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVELBAGS OR CAP THE RISER TO REDUCE SEDIMENT INTRODUCTION TO THE AREA DRAIN SYSTEM. PLACE INLET PROTECTION AT NEAREST DOWNSTREAM STORM DRAIN INLET. WIND EROSION CONTROL NS-8 NS-3 NON-STORM WATER MANAGEMENT VEHICLE AND EQUIPMENT CLEANING PAVING AND GRINDING OPERATIONS NS-9 VEHICLE AND EQUIPMENT FUELING NS-10 VEHICLE AND EQUIPMENT MAINTENANCE PREVENT OR REDUCE DISCHARGE OF POLLUTANTS FROM PAVING OPERATIONS, USING MEASURES TO PREVENT RUNON AND RUNOFF POLLUTION, PROPERLY DISPOSING OF WASTES, AND TRAINING EMPLOYEES AND SUBCONTRACTORS. ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE. ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE. ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE. 3 CONSTRUCTION POLLUTIONPREVENTION PLAN (CPPP) 1 N49°28'14"W 125.03' N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' FE R N L E A F A V E N U E N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' PR I V A T E A L L E Y N49°26'03"W 124.98' 6 6 1 WALL1WALL 1 WV 1 GM BANK 2 2 3 1111 11 4 4 4 4 6 5 5 6 6 2 2 8 6 6 6 2 6 7 10 10 10 5 6 9 6 8 7 7 13 8 8 8 5 5 5 5 5 5 8 8 8 8 8 6 6 6 8 6 6 EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P EXISTING BUILDING EXISTING BUILDING 14 15 15 15 15 15 15 15 14 1WATER METER 1 UTILITY BOX C-04 04 DEMOLITION PLAN 2 3 5 1 4 PROTECT IN PLACE, ITEM NOTED REMOVE EXISTING BUILDING SAW CUT AND REMOVE EXISTING CONCRETE STAIRS REMOVE EXISTING SEWER LINE PER CITY OF NEWPORT BEACH STANDARDS. LINE TO BE CAPPED AND ABANDONED IN PLACE. REMOVE EXISTING WALL REMOVE CONCRETE FLATWORK REMOVE EXISTING FENCE REMOVE EXISTING LANDSCAPING. CLEAR AND GRUB PER SOILS REPORT RECOMMENDATIONS REMOVE EXISTING LIGHT REMOVE EXISTING PAVERS REMOVE EXISTING STEPS TO EXISTING DECK REMOVE EXISTING LIGHT REMOVE EXISTING DRAIN REMOVE EXISTING CONCRETE FLATWORK IN RIGHT OF WAY REMOVE EXISTING LANDSCAPE ON PRIVATE RIGHT OF WAY 6 7 8 9 10 11 12 PROP. CONCRETE PROP. LANDSCAPE PROP. RETAINING WALL PROP. SITE WALL PROP. BUILDING LIMITS PROPERTY LINE CENTERLINE PROP. FENCE LIMIT OF WORK 13 NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 LEGENDDEMOLITION NOTES: 14 15 N49°28'14"W 125.03' N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' FE R N L E A F A V E N U E N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' PR I V A T E A L L E Y N49°26'03"W 124.98' 6 6 W SS W SS W SS W SS EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P PROPOSED BUILDING 305 FERNLEAF AVENUE PER SEPARATE PLAN AND PERMIT 7.0'7.0'3.1'27.5'4.1' 1.2' 3. 0 ' 14 . 8 ' 3. 4 ' 7 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 (3X)6" RISERS 24" TREADS 13.9' 4 (3X) 6" RISERS 14" TREADS 4 (1X) 6" RISERS4 (1X) 6" RISERS4 5 5 5 5 5 56 7 7 7 7 7 7 7 7 7888 888 8 8 8 8 8. 8 ' 11.8'16.4' 2-CAR CARPORT 20.0' 23 . 8 ' UNIT B GARAGE UNIT A GARAGE 8. 0 ' 8. 0 ' 20.7' 9 6 6 6 EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P PROPOSED BUILDING 7 12 2 2 2 2 2 2 2 2 3 3 3 (3X) 6" RISERS 24" TREADS 4 (3X)6" RISERS 14" TREADS 4 (1X) 6" RISERS4 (1X) 6" RISERS4 5 5 5 5 5 5 6 7 7 7 7 7 7 88 8 888 7.0'7.0'23.0'13.9'4.1'25.0' 14 . 8 ' 3. 1 ' 1 1 1 1 2 2 7 7 7 7 773 6 6 9 10 20.7'27.5'11.8'16.3' 8.0' 8.0'2-CAR CARPORT UNIT A GARAGE UNIT B GARAGE 10 7 7 7 7 7 8. 8 ' 3. 3 ' 13 11 10 . 9 ' 2.6'4.4' 14 14 14 14 3 3 3 3 3 3 2 2 2 2 12 12 4.0'4.2'15.5' 35 . 0 ' 5.5'1.5' C-05 05 SITE IMPROVEMENT PLAN CONSTRUCTION NOTES: 3 4 5 6 7 2 8 NEW RESIDENTIAL STRUCTURE, UNDER SEPARATE PLAN AND PERMIT, SEE ARCHITECTURAL PLANS. CONSTRUCT 4" THICK CONCRETE FLATWORK ON APPROVED SUBGRADE. SEE SHEET C-10 FOR SOILS REPORT RECOMMENDATIONS FOR SUBGRADE PREP. SEE SEPARATE ARCHITECTURAL PLAN FOR MATERIAL COLOR AND FINISH. INSTALL DROUGHT RESISTANT ONSITE LANDSCAPING PER CITY OF NEWPORT BEACH WATER EFFICIENT LANDSCAPE ORDINANCE N.B.M.C. 14.17 CONSTRUCT CONCRETE STAIRS PER SEE SEPARATE STRUCTURAL PLANS. CONSTRUCT RETAINING WALL PER SEPARATE STRUCTURAL PLANS. SEE PRECISE GRADING PLAN FOR ELEVATIONS. CONSTRUCT SITE WALL PER SEPARATE STRUCTURAL PLANS. SEE PRECISE GRADING PLAN FOR ELEVATIONS. INSTALL STORM DRAIN INLET PER SEPARATE STORM DRAIN PLAN, SHEET C-07. INSTALL 6' FENCE. SEE STRUCTURAL PLANS FOR DETAILS. INSTALL PRECAST PAVER PATIO PER SOILS REPORT RECOMMENDATIONS. SEE SEPARATE BUILDING PLAN AND PERMIT FOR COLOR, FINISH, AND LAYOUT PATTERN. INSTALL SLIDING GATE PER BUILDING PLAN AND PERMIT ADJUST EXISTING UTILITY BOX TO PROPOSED ELEVATION. SEE PRECISE GRADING PLAN FOR ELEVATIONS. INSTALL 36" BOX CREPE MYRTLE PER CITY OF NEWPORT BEACH STD.118. RECONSTRUCT 6" MINIMUM CONCRETE PAVEMENT IN ALLEY PER CITY OF NEWPORT BEACH STD. DWG. NO. 140 INSTALL DROUGHT TOLERANT LANDSCAPING IN PUBLIC RIGHT OF WAY PER CITY OF NEWPORT BEACH WATER EFFICIENT LANDSCAPE ORDINANCE N.B.M.C. 14.17 1 LEGEND PROP. CONCRETE PROP. LANDSCAPE PROP. PRECAST PAVERS PROP. RETAINING WALL PROP. SITE WALL PROP. BUILDING LIMITS PROPERTY LINE CENTERLINE PROP. FENCE PROP. BUILDING OVERHANG LIMITS OF WORK 9 10 11 NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 12 13 14 N49°28'14"W 125.03' N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' FE R N L E A F A V E N U E N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' PR I V A T E A L L E Y N49°26'03"W 124.98' 6 6 PROPOSED BUILDING FF= 104.00 PAD= 103.08 6" S T E P D O W N T O G A R A G E UNIT B GARAGE W SS W SS EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P W SS W SS 104.40TW 102.40FS 104.34TW 102.83TS 102.34BS 104.39TW 102.89TS 102.39BS 104.26TW 102.26FS 103.82FS 103.32BS 104.34TW 103.84FS 103.34BS 104.39TW 103.89FS 103.39BS 104.00FF 103.98FS 104.26TW 103.76FS MATCH (102.68FS) MATCH (102.79FS) MATCH (102.96FS) 103.28 FS 103.32TS 102.82BS 1.0% 1.5% 104.00FF 103.98FS 104.00FF 103.98FS 104.00FF 103.98FS 104.00TS 103.98FS 103.50BS 104.00FF 103.98FS 104.00FF 103.98FS 104.00FF 103.98FS 104.00FF 103.92FS 103.34TS 102.84BS 109.94TF (103.94FS) 109.21TF (103.21FS) 109.24TF (103.24FS) 109.25TF 103.75FS 103.25BS 104.45TW 103.95FS 103.72 TG2.2% RIDGE 104.36TW 102.36FS 104.36TW 103.86FS 103.79 TG 110.05TF 104.40TW (104.05FS) 104.36TW 103.98FS 110.20TF (104.20FS) 1.5% 2.3%RI D G E 103.86 TG 104.14 FS GB 2. 0 % 0.7%1.0% 110.13TF (104.13FS) 104.06 FS GB 103.98FS 103.48BS GB 103.21 FS 1.3% 103.91 TG 109.98TF 103.98FS 109.98TF 103.98FS 109.48TF 103.98TS 103.48FS 109.98TF 103.98FS 103.84 TG 109.82TF 103.82FS 109.90TF 103.90FS 103.90 FS 103.82 FS 103.85 TG 103.79 TG 103.72 TG2.0%1.3%1.7%0.5%0.5%0.8%1.8%1.0%0.6%0.8%RI D G E RI D G E RI D G E RI D G E RI D G E 2.0% 2.5% 109.98TF 103.98FS (103.43FS) 109.87TF (103.87FS) 103.28 FS GB 1.0% 109.28TF 103.28FS MATCH (102.85FS) 1.8% 102.92 FS 103.02 FS MATCH (102.89FS) 1.7% 108.87TW 102.87FS 108.97TW 102.97FS 1.0% 0.5%0.5% 102.82TS 102.32BS 102.73 TG ROOF OVERHANG ROOF OVERHANG ROOF OVERHANG ROOF OVERHANG ROOF OVERHANG 104.03 FS UNIT A GARAGE 104.00FF 103.92FS 104.00FF 103.92FS RIDGE 109.88TF 103.88FS 109.89TF 103.89FS 103.80 TG 1.5% 1.5% 1. 5 % 1. 0 % (102.70FL) (102.42FL) (102.19FL) PROPOSED BUILDING FF= 104.00 PAD= 103.08 104.15TW 102.15FS 104.15TW 102.65TS 102.15BS 104.11TW 102.61TS 102.11BS 104.08TW 102.08FS 102.71TS 102.21BS MATCH (102.68FS) MATCH (102.82FS) MATCH (102.39FS) 104.15TW 103.65FS 103.15BS 103.71TS 103.21BS 103.21TS 102.71BS 104.15TW 103.65FS 103.15TS 102.65BS 104.11TW 103.61FS 103.11BS 1.0% 104.00FF 103.98FS 103.28 FS4.0% 6" S T E P D O W N T O G A R A G E 104.00FF 103.92FS 104.00FF 103.98FS 104.00FF 103.98FS 104.00FF 103.98FS 104.00FF 103.98FS 104.00FF 103.98FS104.00TS 103.98FS 103.50BS 103.11TS 102.61BS 104.40TW 103.90FS 103.91 FS 103.82 FS103.09 FS RI D G E 103.79 TG1.7%0.5%103.86 TG0.8%0.5%RI D G E RI D G E 103.84 TG 1.8%1.0%RI D G E 103.69 TG2.0% 1.8% 103.91 TG 0.6%0.8%RI D G E 110.08TF 104.08TW (103.59FS) 109.83TF 103.83FS (103.55FS) 109.99TF (103.99FS) 109.98TF 103.98FS (103.68FS) 109.28TF 103.28FS (103.42FS) 103.60 TG3.0% 0. 5 % 0. 5 % RIDGE 103.56 TG 103.83 FS 3.5 % 0.8 % 3.0%GB 0.5%RI D G E 103.91 TG RI D G E 109.98TF 103.98FS (103.75FS) 2. 0 % 2. 0 % 0.7%0.7% GB 103.98TS 103.48BS 1.0% 103.28 FS GB 1.0% 2.2% 108.90TW 102.90FS 108.75TW 102.75FSMATCH (102.66FS) MATCH (102.72FS) 2.4% 102.80 FS 102.94 FS 1.0% 102.80 TG 102.70 TG 108.19TF 102.69TC 102.19FS ROOF OVERHANG ROOF OVERHANG ROOF OVERHANG ROOF OVERHANG ROOF OVERHANG 104.00FF 103.92FS 104.00FF 103.92FS 109.88TF 103.88FS 109.90TF 103.90FS 1. 5 % 1. 5 % 1.5% 1.0% 103.80 TG UNIT B GARAGE UNIT A GARAGE (102.31FL) (102.13FL) (101.96FL) 109.20TW 103.20FS 103.05 FS MATCH (102.91FS) MATCH (102.55FS) MATCH (102.70FS)5.0%5.0% (102.76) FS-EOC (102.76) FS-EOC (102.47) FS-EOC (102.22) FS-EOC (102.25) FS-EOC (102.67) FS-PP (102.54FS) (102.73FS) (102.66FS) (102.61FS) (102.58) FS-EOC (102.62) FS-WM (102.60FL) C-06 06 PRECISE GRADING PLAN 303 FERNLEAF AVENUE SITE AREA:3,543 SF PROP. PERVIOUS AREA: 69 SF PROP. IMPERVIOUS AREA: 3,474 SF TOTAL DISTURBED AREA:3,543 SF 305 FERNLEAF AVENUE SITE AREA:3,538 SF PROP. PERVIOUS AREA: 70 SF PROP. IMPERVIOUS AREA: 3,468 SF TOTAL DISTURBED AREA:3,538 SF PROJECT AREAS:LEGEND PROP. CONCRETE PROP. LANDSCAPE PROP. PRECAST PAVERS PROP. RETAINING WALL PROP. SITE WALL PROP. BUILDING LIMITS PROPERTY LINE CENTERLINE PROP. FENCE PROP. BUILDING OVERHANG NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 N49°28'14"W 125.03' N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' FE R N L E A F A V E N U E N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' PR I V A T E A L L E Y N49°26'03"W 124.98' 6 6 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W SS SS SS SS SS SS W W W W W W W W W SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS W W W W W W W W W SS SS SS SS SS SS SD SD SD SD SD SD SD S D S=0.017 102.87TG 101.37INV 102.73TG 101.35INV S=0.020 103.72TG 103.47INV 103.79TG 103.46INV 103.86TG 102.30INV 103.91TG 102.35INV 103.93TG 102.73INV 103.87TG 102.98INV 103.79TG 103.24INV 103.72TG 103.47INVMATCH (102.68FS) MATCH (102.79FS) MATCH (102.96FS) MATCH (102.87FS) MATCH (102.82FS) EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P PROPOSED BUILDING 202020 26 20 20 20202020 20 27 27 20 S= 0 . 0 1 7 22 101.51 INV 25 101.65 INV 25 103.11 INV2225 103.12 INV24 103.17 INV24 103.30 INV25 20 104.30TG 103.52INV23 S=0 . 0 2 0 22 104.30TG 103.52INV23 104.30TG 103.29INV23 S=0.030S=0.017S=0.017 S=0.017 222222 22 S=0.020S=0.020 S=0.020 26 26 102.77 INV24 22 103.80TG 102.80INV 22 20 PROPOSED BUILDING PROPOSED GARAGE MATCH (102.68FS) MATCH (102.82FS) MATCH (102.39FS) 103.79TG 102.96INV103.87TG 102.72INV 103.93TG 102.50INV 103.69TG 103.19INV 103.91 TG 103.60TG 103.35INV 103.56TG 103.31INV 103.91TG 102.91INV MATCH (102.66FS) MATCH (102.72FS) 20 22 S=0.019 102.80TG 101.30INV S=0.019 S=0.019 27 102.27 INV24 22 20 20 104.00TG 103.40INV23 104.00TG 103.49INV2320 102.70TG 101.20INV 27 S=0.018 S=0.018 S=0 . 0 1 8 22 102.13 TG24 103.10 INV24222222 104.00TG 103.40INV23 22 103.80TG 102.80INV 22 102.54 INV24 20 20 20 20 PROPOSED GARAGE C-07 07 STORM DRAIN PLAN BOTTOMLESS TRENCH DRAIN NOT TO SCALE A CONSTRUCTION NOTES: INSTALL 4" ADS HDPE PIPE PER MANUFACTURERS RECOMMENDATION WITH BEDDING AND BACKFILL PER SOILS REPORT RECOMMENDATIONS. INSTALL 6" WIDE NDS "DURA SLOPE" CHANNEL TRENCH DRAIN WITH TRAFFIC RATED GRATE PER INSTALL WITH FLOGARD INSERT FILTER MODEL NO. FG-TD0F6 INSTALL NDS SPEE-D BASIN PART NO. 101R IN HARDSCAPE WITH 6" SQUARE GRATE MODEL NO. 921B. INSTALL BASIN WITH FLOGARD INSERT FILTER MODEL NO. FF-T9 INSTALL 9"X9" NDS CATCH BASIN MODEL NO. 900 IN LANDSCAPE WITH 9" ATRIUM GRATE MODEL NO. 981. INSTALL BASIN WITH FLOGARD INSERT FILTER MODEL NO. FF-T9 INSTALL 4" ADS HDPE WYE INSTALL 4" ADS HDPE 45° ELBOW INSTALL PIPE SLEEVE THROUGH PROPOSED RETAINING WALL. COORDINATE LOCATION AND ELEVATION WITH STRUCTURAL. INSTALL BOTTOMLESS TRENCH DRAIN PER CITY OF NEWPORT BEACH STANDARD, SEE DETAIL A THIS SHEET 20 21 22 23 24 25 26 27 303 FERNLEAF AVENUE SITE AREA:3,543 SF PROP. PERVIOUS AREA: 69 SF PROP. IMPERVIOUS AREA: 3,474 SF SUBDRAIN REQUIREMENT: 1 LF / 133SF IMPERVIOUS 3,474 SF / 133 SF = 26.12LF REQUIRED 305 FERNLEAF AVENUE SITE AREA:3,538 SF PROP. PERVIOUS AREA: 70 SF PROP. IMPERVIOUS AREA: 3,468 SF SUBDRAIN REQUIREMENT: 1 LF / 133SF IMPERVIOUS 3,468 SF / 133 SF = 26.07LF REQUIRED BOTTOMLESS TRENCH DRAIN SIZE: 303 FERNLEAF AVENUE SITE AREA:3,543 SF PROP. PERVIOUS AREA: 69 SF PROP. IMPERVIOUS AREA: 3,474 SF TOTAL DISTURBED AREA:3,543 SF 305 FERNLEAF AVENUE SITE AREA:3,538 SF PROP. PERVIOUS AREA: 70 SF PROP. IMPERVIOUS AREA: 3,468 SF TOTAL DISTURBED AREA:3,538 SF PROJECT AREAS:LEGEND PROP. CONCRETE PROP. LANDSCAPE PROP. PRECAST PAVERS PROP. RETAINING WALL PROP. SITE WALL PROP. BUILDING LIMITS PROPERTY LINE CENTERLINE PROP. FENCE PROP. BUILDING OVERHANG PROP. STORM DRAIN LINESD NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 N49°28'14"W 125.03' N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' FE R N L E A F A V E N U E N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' PR I V A T E A L L E Y N49°26'03"W 124.98' 6 6 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W SS SS SS SS SS SS W W W W W W W W W SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS W W W W W W W W W SS SS SS SS SS SS SD SD SD SD SD SD SD S D EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P EXISTING 6" WATER LINE EXISTING 8" SEWER LINE EXISTING 8" SEWER LINE EXISTING 6" WATER LINE 1 1/2" Ø 90° BEND32 PROPOSED BUILDING FF= 104.00 PAD= 103.08 UNIT B GARAGE UNIT A GARAGE PROPOSED BUILDING FF= 104.00 PAD= 103.08 UNIT B GARAGE UNIT A GARAGE 4. 4 ' 5. 0 ' 1. 8 ' 5. 0 ' 3. 0 ' 5. 0 ' 1. 7 ' 5. 0 ' 4. 4 ' 9. 4 ' 20 . 3 ' 9. 4 ' 20 . 7 ' 0. 9 ' 1. 5 ' 4. 6 ' 4. 4 ' 1. 7 ' 4. 4 ' S= 0 . 0 9 0 (97.52)INV 33 30 31 30 1 1/2" Ø90° BEND32 1 1/2" Ø 90° BEND32 1 1/2" Ø 90° BEND32 33 33 30 30 34 31 1 1/2" Ø90° BEND32 1 1/2" Ø 90° BEND32 35 35 35 35 42 42 44 41 41 41 41 44 42 42 40 (97.63) INV40 (98.29) INV40 (98.40)INV40 99.73INV 43 99.71 INV 43 99.60INV 43 99.59 INV 43 44 45 45 45 45 C-08 08 WET UTILITY PLAN LEGEND PROP. CONCRETE PROP. LANDSCAPE PROP. PRECAST PAVERS PROP. RETAINING WALL PROP. SITE WALL PROP. BUILDING LIMITS PROPERTY LINE CENTERLINE PROP. FENCE PROP. BUILDING OVERHANG PROP. STORM DRAIN LINESD NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 WATER CONSTRUCTION NOTES: INSTALL 2" Ø WATER METER AND SERVICE PER C.O.N.B. STD-503-L INSTALL 1 12" Ø SCH. 40 PVC PRIVATE WATER LINE FOR DOMESTIC WATER. MIN. 42" BELOW GRADE INSTALL SCH. 40 PVC PIPE FITTING. SIZE AND SHAPE PER PLAN CONNECT TO EXISTING 6" ACP PUBLIC WATER MAIN PER C.O.N.B. STD-510-L-A CONNECT TO EXISTING WATER METER CONNECT TO PROPOSED BUILDING DOMESTIC WATER LINE. POINT OF CONNECTION TO BE 5' FROM PROPOSED BUILDING FACE. LOCATION AND ELEVATION TO BE COORDINATED AND MATCHED PER SEPARATE PLUMBING PLAN AND PERMIT. SEWER CONSTRUCTION NOTES: CONNECT TO EXISTING 6" VCP PUBLIC SEWER MAIN PER C.O.N.B. STD-405-L. CONTRACTOR TO POT HOLE EXISTING SEWER LINE AT CONNECTION POINT TO VERIFY LOCATION OF EXISTING SEWER MAIN AND ELEVATION PRIOR TO CONSTRUCTION START. INSTALL 4" Ø SDR-35 SEWER LINE WITH GASKETED INTEGRAL BELL AND SPIGOT JOINTS INSTALL SEWER LATERAL WITH CLEANOUT PER C.O.N.B. STD-406-L CONNECT TO BUILDING SEWER LINE. POINT OF CONNECTION TO BE 5' FROM PROP BUILDING FACE. LOCATION AND ELEVATION TO BE COORDINATED AND MATCHED PER SEPARATE PLUMBING PLAN AND PERMIT. CAP EXISTING SEWER LATERAL AT PROPERTY LINE. INSTALL SEWER LATERAL CLEANOUT WITHIN EXISTING PUBLIC UTILITY EASEMENT PER C.O.N.B. STD-406 & STD-513 30 31 32 33 34 40 41 42 43 - ALL EXISTING PUBLIC UTILITY MAINS SHOWN ON THIS PLAN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY AND CONFIRM LOCATION, SIZE, MATERIAL, DEPTH, AND CONDITION PRIOR TO CONSTRUCTION START. IF UTILITIES ENCOUNTERED ARE NOT AS SHOWN PER THIS PLAN CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO PROCEEDING WITH WORK. - EXISTING SEWER MAINS SHOWN PER CITY OF NEWPORT BEACH RECORD DRAWING S_5043_S - EXISTING WATER MAINS SHOWN PER CITY OF NEWPORT BEACH RECORD DRAWING W_5225_S - ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. - ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. CONTRACTOR NOTES: 44 35 45 303 FERNLEAF SOILS REPORT C-09 09 NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 305 FERNLEAF SOILS REPORT C-10 10 NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/26/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/26/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 N49°28'14"W 125.03' N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' FE R N L E A F A V E N U E 25' 15'10'15' 14' 7' N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' PR I V A T E A L L E Y N49°26'03"W 124.98' W W EXISTING BUILDING N.A.P EXISTING BUILDING N.A.P W W EXISTING BUILDING N.A.P PROPOSED BUILDING 2 2 2 2 2 2 2 2 2 2 2UNIT B GARAGE UNIT A GARAGE 2-CAR CAR PORT 2 PROPOSED BUILDING 2 2 2 2 22 2 2 1 2 2 2 2 2 111 1 1 1 1 1 1 1 2-CAR CAR PORT 1 1 1 2 UNIT B GARAGE UNIT A GARAGE 3 3 3 3 3 3 C-1 1 GRAVEL BAG DETAIL A NOT TO SCALE A 12 " SECTION A-A A 3" MIN. OPENING BETWEEN BAGS TOP ROW INLET PROTECTION B NOT TO SCALE NEW CATCH BASIN GRAVEL BAGS PER DETAIL "A", THIS SHEET FILTER FABRIC EROSION CONTROL NOTES: 1 GRAVEL BAG BARRIER PER CASQA DETAIL SE-6, SEE DETAIL A, THIS SHEET GRAVEL BAG INLET PROTECTION PER CASQA DETAIL SE-10. SEE DETAIL B, THIS SHEET. PERFORM STREET SWEEPING AND VACUUMING AS NEEDED CASQA DETAIL SE-7 2 LEGEND PROP. CONCRETE PROP. LANDSCAPE PROP. RETAINING WALL PROP. SITE WALL PROP. BUILDING LIMITS PROPERTY LINE CENTERLINE PROP. FENCE PROP. 2ND LEVEL OVERHANG GRAVEL BAGS NUMBER DATE REVISIONS APP'V'D BENCHMARK: AJC AMACHECKED BY: DRAWN BY: DATE: PLANS PREPARED BY: AARON M. ALBERTSON DATE R.C.E. 65513, EXP. 9/30/23 06/01/2023 THE BENCHMARK FOR THIS SURVEY IS A COUNTY OF ORANGE VERTICAL CONTROL MONUMENT, BEING A 2 3/4" ALUMINUM BENCHMARK DISC STAMPED "NB4-40=80" SET IN THE E'LY COR. OF A 4.3' X 6.3' CONCRETE CATCH BASIN, LOCATED IN THE W'LY COR. OF THE INTERSECTION OF BAYSIDE DR. AND FERNLEAF AVE., 27' SW'LY OF THE CENTERLINE OF BAYSIDE DR. AND 69' NW'LY OF THE CENTERLINE OF FERNLEAF AVE. ELEVATION = 52.95' (NAVD 88') 06/01/2023 303 FERNLEAF AVENUE AND 305 FERNLEAF AVENUE CORONA DEL MAR, CA 92625 SHEET OF DEVELOPER: 10 WM-2 WM-1 WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL MATERIAL USE MATERIAL DELIVERY AND STORAGE WM-3 STOCKPILE MANAGEMENT MATERIALS SHALL BE STORED ON-SITE IN ORIGINAL MARKED CONTAINERS AND COVERED FROM RAIN AND WIND. MATERIAL INVENTORY SHALL CONSIST OF SUPPLY REQUIRED FOR A FEW DAYS. . MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH THE PRODUCT DIRECTIONS. MATERIALS STOCKPILES SHALL BE SURROUNDED BY TEMPORARY SEDIMENT BARRIER AND COVERED TO MAINTAIN DUST CONTROL CONCRETE WASTE MANAGEMENTWM-8 AN ON-SITE CONCRETE WASHOUT AREA SHALL, BE CONSTRUCTED, USED AND DISPOSED OF IN A MANNER WHICH MEETS THE REQUIREMENT OF THE CITY. SE-6 TEMPORARY SEDIMENT CONTROL GRAVEL BAG BERM INSTALL BERMS ON A LEVEL CONTOUR TO INTERCEPT SHEET FLOWS. STREET SWEEPING AND VACUUMINGSE-7 STREET SHALL BE SWEEPED AND SEDIMENT COLLECTED AND DISPOSED OF OFF-SITE ON A DAILY BASIS. WE-1 WIND EROSION CONTROL APPLY WATER OR OTHER CHEMICAL DUST SUPPRESSANTS OVER STOCKPILES. TC-1 TRACKING CONTROL STABILIZED CONSTRUCTION EXIT RUMBLE RACKS SHALL BE PLACED ON THE DRIVEWAY TO ENSURE THAT ALL VEHICLES LEAVING THE SITE PASS OVER THE DEVICES BEFORE ENTERING THE PUBLIC STREET. SE-1 SILT FENCE INSTALL SILT FENCES ALONG DISTURBED AREA LIMITS AND ALONG PROPERTY LINE FRONTAGE. WM-9 SANITARY/SEPTIC WASTE MANAGMENT SANITARY OR SEPTIC WASTES SHOULD BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. SE-5 FIBER ROLL INSTALL FIBER ROLLS ALONG PROPERTY FRONTAGE BEHIND SILT FENCE. STORM DRAIN INLET PROTECTIONSE-10 ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVELBAGS OR CAP THE RISER TO REDUCE SEDIMENT INTRODUCTION TO THE AREA DRAIN SYSTEM. PLACE INLET PROTECTION AT NEAREST DOWNSTREAM STORM DRAIN INLET. WIND EROSION CONTROL NS-8 NS-3 NON-STORM WATER MANAGEMENT VEHICLE AND EQUIPMENT CLEANING PAVING AND GRINDING OPERATIONS NS-9 VEHICLE AND EQUIPMENT FUELING NS-10 VEHICLE AND EQUIPMENT MAINTENANCE PREVENT OR REDUCE DISCHARGE OF POLLUTANTS FROM PAVING OPERATIONS, USING MEASURES TO PREVENT RUNON AND RUNOFF POLLUTION, PROPERLY DISPOSING OF WASTES, AND TRAINING EMPLOYEES AND SUBCONTRACTORS. ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE. ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE. ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE. 3 CONSTRUCTION POLLUTION PREVENTION PLAN (CPPP) 1 ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 ARCHITECTURAL SITE PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A000 UP UP UP UP PLAN NORTH 7' ALLEYEASEMENT 7' ALLEYEASEMENT 15' 3RD FLOOR STEPBACK70'15' 3RD FLOOR STEPBACK MIN. 20' DRIVE AISLE 30 ' P L T O P L 3' S I D E SE T B A C K 24 ' 3' S I D E SE T B A C K 10' ALLEYSETBACK 100'15' FRONT SETBACK 2' THIRDFLOORSTEPBACK 2' 3RD FLOOR STEPBACK 8' - 6 " PA R K I N G 8' - 6 " PA R K I N G 17'PARKING 17'PARKING 10' ALLEY SIDEREAR SETBACK10' ALLEY SIDEREAR SETBACK 4' F.O. FINISHTO SETBACK 2'-1" F.O.FINISH TOSETBACK 1" F.O. FINISHTO SETBACK 1" F.O. FINISHTO SETBACK 2'-1" F.O. FINISH TO SETBACK1" F.O. FINISHTO SETBACK 1" F.O.FINISH TOSETBACK 1" F.O. FINISH TO SETBACK 4' - 6 " F . O . F I N I S H TO S E T B A C K 1" F.O. FINISHTO SETBACK 8'-2 1/2" F.O. FINISHTO SETBACK 8'- 5 " F . O . F I N I S H TO S E T B A C K E.O. ROOF ABOVE E.O. ROOF ABOVE E.O. ROOF ABOVE (E) W A L L FACE OF (E) R E T A I N I N G W A L L FACE OF (E) R E T A I N I N G W A L L (N) PLANTER51 SF (N) PLANTER66 SF (N) FENCE MAX. 6' ABOVE GRADE (N) FENCE MAX. 6' ABOVE GRADE (E) WALL LINE OF THIRD FLOOR LIVING SPACE LINE OF THIRDFLOOR LIVING SPACE (E) PLANTING STRIP SLOPETO DRAIN SLOPETO DRAIN (E) PLANTING STRIP LINE OF SECOND FLOOR ABOVE LINE OF SECOND FLOOR ABOVE LINE OF SECOND FLOOR ABOVE LINE OF SECONDFLOOR ABOVE N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' N49°26'03"W 124.98' N49°28'14"W 125.03' FE R N L E A F A V E N U E AL L E Y Unit A Covered Parking Unit BCovered Parking Unit B Entry Unit ACovered Back Entry Unit ACoveredFront Entry Unit ACourtyard Unit A Uncovered Patio Unit A - ADU 1 Story259 SF Living EXISTING STRUCTURE2630 Seaview Ave APN: 052 021 09 EXISTING STRUCTURE 307 Fernleaf Ave APN: 052 021 07 EXISTING STRUCTURE CL S T R E E T CL A L L E Y Unit B 3 Stories 1411 SFLiving (E ) S I D E W A L K (E ) G R A S S (E)WM (E)WV (E)WM (E)WM (E)PP (E)SCO SCO (E) CATV BX DO W N DO W N DO W N DO W N PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PLANTER PLANTER PL A N T E R (N ) R e t a i n i n g W a l l (N ) R e t a i n i n g W a l l SIDE SETBACK LINE SIDE SETBACK LINE FR O N T S E T B A C K L I N E PROPERTY LINE 125' PL TO PL 20' CLEAR 11 ' - 9 " C L E A R 10 ' - 3 " C L E A R 2' 3RD FLOOR STEPBACK 104'-0" FF 104'-0" FF 104'-0" FF 103'-4" 103'-4" (E) PT B = 104.00' (E) PT A =104.24' (E) PT C = 103.01' (E) PT D = 103.00' 744 sq ft N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' Unit A Garage (Min. 10'x20')269 SF Unit B Garage(Min. 10'x20')237 SF Unit A 3-Stories1811 SF Living PROPOSED STRUCTURE 305 Fernleaf Ave RE A R S E T B A C K L I N E NE I G H B O R P R O P E R T Y S E T B A C K L I N E GENERAL SITE PLAN NOTES 1. SETBACKS TO BE MEASURED FROM FACE-OF-FINISH. 2. SEE CIVIL DRAWING FOR PRECISE GRADING AND SLOPES. 3. FENCES, HEDGES, AND WALLS SHALL NOT EXCEED 42" FROM EXISTING GRADE WITHIN THE REQUIRED FRONT SETBACK AREAS AND SHALL NOT EXCEED 72" WITHIN SIDE SETBACKS. 4. ALL OUTDOOR LIGHTING SHALL BE DESIGNED, SHIELDED, AIMED, LOCATED, MAINTAINED TO SHEILD ADJACENT PROPERTIES AND NOT PRODUCE GLARE ONTO ADJACENT PROPERTIES OR ROADWAYS. 5. TRASH CONTAINER STORAGE AREAS SHALL NOT BE LOCATED IN REQUIRED PARKING AREAS AND SHALL BE SCREENED FROM PUBLIC VIEW VIA FENCES, WALLS, AND/OR LANDSCAPING TO A HEIGHT AT LEAST 6" ABOVE THE TOPS OF THE CONTAINERS. SCALE: 3/16" = 1'-0"1 303 Architectural Site Plan GRADE AND HEIGHT CALCULATIONS ESTABLISHED SLOPE: PT A = 104.24' (HIGHEST) PT B = 104' PT C = 103.1' PT D = 103' (LOWEST) DISTANCE BETWEEN POINT A AND POINT D = 99' 104.24' (PT A) - 103' (PT D) = 1.24' / 99' (DISTANCE BETWEEN) = .0125 X 100 = 1.25% (< 5% GRADE) ESTABLISHED GRADE: 104.24' (PT A) + 104' (PT B) + 103.1' (PT C) + 103' (PT D) = 414.34 / 4 = 103.5' MAX. FLAT ROOF = ESTABLISHED GRADE + 28' = 131.5' MAX. SLOPED ROOF = ESTABLISHED GRADE + 33' = 136.5' ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 ARCHITECTURAL SITE PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A001 UP UP UP UP PLAN NORTH 125' PL TO PL 20' CLEAR 2' 3RD FLOORSTEPBACK 30 ' P L T O P L 3' S I D E SE T B A C K 24 ' 3' S I D E SE T B A C K 15' FRONT SETBACK100'10' ALLEY SETBACK 15' THIRD FLOOR STEPBACK70'15' THIRD FLOOR STEPBACK 17' 10 ' - 3 " C L E A R 11 ' - 9 " C L E A R 8' - 6 " 8'- 6 " 17' 2' 3RD FLOORSTEPBACK MIN. 20' DRIVE AISLE 7' ALLEYEASEMENT 7' ALLEYEASEMENT 10' ALLEY SIDEREAR SETBACK 10' ALLEY SIDEREAR SETBACK 8' - 5 " F . O . F I N I S H TO S E T B A C K 1" F.O. FINISH TO SETBACK 4' 8'-2 1/2" F.O. FINISHTO SETBACK 1" F.O. FINISHTO SETBACK 4' - 6 " F . O . F I N I S H TO S E T B A C K 1" F.O. FINISHTO SETBACK 1" F.O.FINISH TOSETBACK 1" F.O. FINISH TO SETBACK 2'-1" F.O. FINISH TO SETBACK 1" F.O. FINISH TO SETBACK E.O. ROOF ABOVE E.O. ROOF ABOVE E.O. ROOF ABOVE (E) W A L L FACE OF (E) R E T A I N I N G W A L L FACE OF (E) R E T A I N I N G W A L L (E) WALL (E) PLANTING STRIP (N) FENCE MAX. 6' ABOVE GRADE (N) FENCE MAX. 6' ABOVE GRADE LINE OF THIRD FLOOR LIVING SPACE LINE OF THIRDFLOOR LIVING SPACE (E) PLANTING STRIP (N) PLANTER 76 SF (N) PLANTERS 42 SF SLOPETO DRAIN SLOPETO DRAIN LINE OF SECOND FLOOR ABOVE LINE OF SECOND FLOOR ABOVE LINE OF SECOND FLOOR ABOVE LINE OF SECONDFLOOR ABOVE N4 0 ° 3 3 ' 2 0 " E 5 9 . 9 6 ' N49°26'03"W 124.98' N49°28'14"W 125.03' FE R N L E A F A V E N U E AL L E Y (N ) R e t a i n i n g W a l l Utilities EXISTING STRUCTURE2630 Seaview Ave APN: 052 021 09 EXISTING STRUCTURE 307 Fernleaf Ave APN: 052 021 07 EXISTING STRUCTURE CL S T R E E T CL A L L E Y (E ) S I D E W A L K (E ) G R A S S (E)WM (E)WV (E)WM (E)WM (E)PP (E)SCO SCO (E) CATV BX Unit A Covered Parking Unit BCovered Parking Unit B Entry Unit A Covered Back Entry Unit ACoveredEntry Unit ACourtyard Unit AUncovered Patio Unit B 3 Stories 1406 SFLiving DO W N DO W N DO W N DO W N (N ) R e t a i n i n g W a l l (N) Retaining Wall (N) Retaining Wall PL A N T E R PLANTERPLANTER FR O N T S E T B A C K PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E SIDE SETBACK LINE SIDE SETBACK LINE PR O P E R T Y L I N E 104'-6" FF 104'-6" FF 104'-6" FF103'-6" 103'-6" (E) PT A =104.18' (E) PT B =104.09'(E) PT C =102.94' (E) PT D =103.05' N4 0 ° 3 6 ' 1 4 " E 6 0 . 0 4 ' PROPOSED STRUCTURE 303 Fernleaf Ave Unit A Garage(Min. 10'x20')269 SF Unit B Garage(Min. 10'x20')237 SF Unit A 3-Stories2070 SF Living RE A R S E T B A C K NE I G H B O R P R O P E R T Y A L L E Y S E T B A C K GENERAL SITE PLAN NOTES 1. SETBACKS TO BE MEASURED FROM FACE-OF-FINISH. 2. SEE CIVIL DRAWING FOR PRECISE GRADING AND SLOPES. 3. FENCES, HEDGES, AND WALLS SHALL NOT EXCEED 42" FROM EXISTING GRADE WITHIN THE REQUIRED FRONT SETBACK AREAS AND SHALL NOT EXCEED 72" WITHIN SIDE SETBACKS. 4. ALL OUTDOOR LIGHTING SHALL BE DESIGNED, SHIELDED, AIMED, LOCATED, MAINTAINED TO SHEILD ADJACENT PROPERTIES AND NOT PRODUCE GLARE ONTO ADJACENT PROPERTIES OR ROADWAYS. 5. TRASH CONTAINER STORAGE AREAS SHALL NOT BE LOCATED IN REQUIRED PARKING AREAS AND SHALL BE SCREENED FROM PUBLIC VIEW VIA FENCES, WALLS, AND/OR LANDSCAPING TO A HEIGHT AT LEAST 6" ABOVE THE TOPS OF THE CONTAINERS. SCALE: 3/16" = 1'-0"1 305 Architectural Site Plan GRADE AND HEIGHT CALCULATIONS ESTABLISHED SLOPE: PT A = 104.18' (HIGHEST) PT B = 104.09' PT C = 102.94' (LOWEST) PT D = 103.05' DISTANCE BETWEEN POINT A AND POINT D = 102.8' 104.18' (PT A) - 102.94' (PT D) = 1.24' / 102.8' (DISTANCE BETWEEN) = .0120 X 100 = 1.2% (< 5% GRADE) ESTABLISHED GRADE: 104.18' (PT A) + 104.09' (PT B) + 102.94' (PT C) + 103.05' (PT D) = 414.26 / 4 = 103.5' MAX. FLAT ROOF = ESTABLISHED GRADE + 28' = 131.5' MAX. SLOPED ROOF = ESTABLISHED GRADE + 33' = 136.5' ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 GROUND LEVEL FLOOR PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A110 UP UP R/F 23 ' - 7 " 8'- 9 1/2 " 7' - 4 1/ 2 " 3' - 0 " 4'- 5 " 1' - 1 1 3/4 " 8'- 4 " - R . O . 1' - 5 1/ 2 " 8' - 4 " - R . O . 3'- 5 3/4 " 10 ' - 3 " - C L E A R 11 ' - 9 " - C L E A R 99'-8" 4'-23/4"7"2'-91/2" - R.O.3'-2"3'-2" - R.O.5'-43/4"1'-3"2'-91/2" R.O.16'-81/2"8'-31/2" - R.O.2'-11/2" 4" 3'-2" 81/2" 7'- 5 " 16 ' - 2 " 3' - 1 1 1/4 " 3' - 5 3/4 " 8' - 0 3/4 " 8'- 1 1/4 " 93/4 " 7' - 1 1 3/4 " - R . O . 1' - 8 " 53/8" 2'-103/4"1'-1" 63/4" 4'-93/4" VIEW OPENING 9'-95/8" 5" 1' - 3 " V I E W O P E N I N G 5'-6"14'-51/4"21'-01/4"19'-4"31'-2" 5'- 7 1/4 " 3'- 2 1/4 " 21'-01/4"5'-10"21'-83/4"11'-23/4"15'-11" 2' - 0 " 11"15'-0" 20'-0" CLEAR 20'-0" CLEAR 2A200 1A200 2A201 2A200 2A201 PROPERTY LINE PR O P E R T Y L I N E SIDE SETBACK LINE SIDE SETBACK LINE FR O N T S E T B A C K L I N E POWDER 1104A: 26 sq ft ADU106A: 193 sq ft ADU BATH107A: 30 sq ft FOYER B111A: 50 sq ft GARAGE B110A: 205 sq ft GARAGE A100A: 235 sq ft ADUEQUIPA: 15 sq ft LIVING/DINING101A: 294 sq ft KITCHEN102A: 202 sq ft FOYER A103A: 68 sq ft STORAGE105A: 39 sq ft COURTYARDA: 100 sq ft 1A300 1A301 1A302 1A300 1A301 1A302 E REF. 19'-111/4"21'-01/4"3'-51/4"15'-103/4"8'-23/4"11'-81/4"11'-3"4'-21/2"4'-0" PROPERTY LINE D C 1.223455.16 11.4 3"5'-4"R.O. 3"5'-31/4"2'-91/4" - R.O.10'-21/4"2'-91/2" R.O.81/2" 1A2011A201 1A200 RE A R S E T B A C K L I N E 8'-6" X 17' PARKING SPACE 8'-6" X 17' PARKING SPACE 7 2A3003A3003A3012A3034A3031A3032A3013A3033A3022A3022A3012A3003A3003A3012A3023A3021A3032A3033A3034A303 B A xW-# # 1. TYPICAL FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE TYPE EW-01bi UNLESS NOTED OTHERWISE. 3. ALL INTERIOR WALLS ARE TYPE IW-02a UNLESS NOTED OTHERWISE 4. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 5. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 6. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 7. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 8. ALL DOOR FRAMING OFFSETS FROM WALL CORNERS TO BE 3" UNLESS DIMENSIONED OTHERWISE. 9. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. GENERAL FLOOR PLAN NOTES 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) FLOOR PLAN SYMBOL LEGEND SCALE: 1/4" = 1'-0"1 303 - 1st Level Floor Plan ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 GROUND LEVEL FLOOR PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A111 UP UP R/F 1' - 7 3/8 " 53/8"2'-103/4"1'-1"63/4"4'-93/4" VIEW OPENING 1'- 0 " 3' - 2 " - R . O . 4' - 1 " 4' - 0 3/ 4 " 5' - 6 3/4 " 5'- 3 " 9'-101/4" 1' - 3 " V I E W O P E N I N G 43/8 " 2' - 1 7/8 " 3' - 6 " 3' - 7 " 20'-0" - CLEAR 5'- 7 1/4 " 3'- 2 1/4 " 2' - 0 " 11" 15'-0"4'-0" FR O N T S E T B A C K PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E SIDE SETBACK LINE SIDE SETBACK LINE LIVING/DINING101A: 294 sq ft KITCHEN102A: 202 sq ft COURTYARDA: 100 sq ft FOYER A103A: 68 sq ft STORAGE108A: 39 sq ft POWDER 1104A: 26 sq ft BEDROOM 1105A: 161 sq ft BATH 1107A: 56 sq ft FOYER B111A: 49 sq ft GARAGE B110A: 205 sq ft GARAGE A100A: 235 sq ft CLOSET 1106A: 11 sq ft UTILITY A108A: 11 sq ft 1A305 1A304 1A306 19'-111/4"21'-01/4"3'-51/4"15'-103/4"8'-23/4"11'-81/4"11'-3"4'-21/2"4'-0" 99'-8" 23 ' - 7 " 4' - 5 " 3' - 0 " 7' - 4 1/2 " 8'- 9 1/2 " 51/2 " 1'- 6 1/4 " 8' - 4 " R. O . 1' - 5 1/2 " 8'- 4 " R. O . 31/4 " 3' - 2 1/2 " 2' - 6 1/2 " 2'- 9 1/2 " R. O . 2' - 1 " 8'-6" X 17' PARKING SPACE 8'-6" X 17' PARKING SPACE J F G H 1.223455.16 11.4 8'-21/2"31'-2"19'-4"21'-01/4"14'-51/4"5'-6" 3'-23/4"7'-41/4"5'-33/4"4'-81/4"2'-21/8"3'-0"8'-11/2" 11 ' - 9 " - C L E A R 10 ' - 3 " - C L E A R 20'-0" - CLEAR 13'-01/2" 3' - 2 1/2 " 19 ' - 1 1 " 51/2 " 6'- 7 1/2 " 5'- 8 1/2 " 12'-13/4" 3'-43/4"3"111/4"3'-21/4" 7'- 1 1 3/4 " - R . O . 93/4 " 4'-0" 81/2" 3'-2"R.O.4" 2'-11/2"8'-31/2" R.O.16'-81/2"2'-91/2" R.O.1'-3"9'-43/4"2'-91/2" R.O.4'-03/4"2'-10"R.O.3" 12 ' - 7 1/2 " 6' - 1 " 61/2 " 3' - 2 " - R . O . 81/ 2 " 7' - 5 " 1'- 2 3/4 " 13 ' - 8 1/ 2 " 1'- 2 3/4 " 2' - 1 3/ 4 " 9' - 4 1/2 " - R . O . 2' - 2 1/4 " 21'-01/4"5'-10"21'-83/4"11'-23/4"19'-11" 81/2" 2'-91/2" R.O.10'-21/4"5'-61/2" - R.O.2'-6" 3" 5'-4" - R.O. 3" 2A203 2A202 1A202 1A203 RE A R S E T B A C K 7 2A3043A3042A3053A3052A3063A3061A3072A3073A3074A307 K xW-# # 1. TYPICAL FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE TYPE EW-01bi UNLESS NOTED OTHERWISE. 3. ALL INTERIOR WALLS ARE TYPE IW-02a UNLESS NOTED OTHERWISE 4. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 5. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 6. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 7. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 8. ALL DOOR FRAMING OFFSETS FROM WALL CORNERS TO BE 3" UNLESS DIMENSIONED OTHERWISE. 9. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. GENERAL FLOOR PLAN NOTES 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) FLOOR PLAN SYMBOL LEGEND SCALE: 1/4" = 1'-0"1 305 - 1st Level Floor Plan ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 SECOND LEVEL FLOOR PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A120 xW-# # 1. TYPICAL FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE TYPE EW-01bi UNLESS NOTED OTHERWISE. 3. ALL INTERIOR WALLS ARE TYPE IW-02a UNLESS NOTED OTHERWISE 4. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 5. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 6. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 7. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 8. ALL DOOR FRAMING OFFSETS FROM WALL CORNERS TO BE 3" UNLESS DIMENSIONED OTHERWISE. 9. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. GENERAL FLOOR PLAN NOTES 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) FLOOR PLAN SYMBOL LEGEND DOWN UP DO W N UP R/ F 2A200 1A200 2A201 2A200 2A201 23 ' - 7 " 4'- 5 " 3' - 0 " 7' - 4 1/ 2 " 8'- 9 1/2 " 3'- 5 " 9'- 4 1/2 " - R . O . 1' - 4 1/ 2 " 2' - 0 " 2'- 1 " 2' - 9 1/ 2 " - R . O . 2' - 6 1/ 2 " 16 ' - 2 " 7'- 5 " 6' - 6 1/2 " 3' - 6 " 12 ' - 7 1/2 " 2'-1"1'-11"4'-63/4"5'-51/4"5'-51/2"11'-11/4"2'-43/4"5'-111/2"15'-103/4" 1' - 3 1/ 2 " 5'- 6 1/2 " - R . O . 1'- 6 " 8' - 4 " 4' - 0 " 10 ' - 0 1/2 " 5' - 3 " 61/2 " 11/2 " 4' - 0 " - R . O . 11/2 " 5'- 7 1/4 " 3'- 2 1/4 " 4' - 1 0 " 2'- 9 1/2 " - R . O . 81/2 " 4' - 0 " 12 ' - 4 " 5' - 1 1 " 6'-0"11'-13/4" 2' - 4 1/8 " 3' - 3 1/4 " 12 ' - 1 1 " 83/ 4 " 51/ 2 " 5' - 8 " 5' - 1 0 1/4 " 7' - 9 1/ 2 " 3'- 4 1/4 " 3'- 7 3/4 " 5'- 1 3/4 " 13 ' - 1 0 1/ 2 " 5'-13/4"10'-31/2"4'-0"1'-6"7'-51/2" 12'-111/2"7'-31/4" 5' - 0 " 3'- 6 " 1' - 8 3/4 " 2'- 4 3/4 " 13 ' - 6 1/2 " 81/2 " 9'- 1 " - R . O . 3" 4' - 6 1/2 " 8' - 3 1/ 2 " - R . O . 81/2 " 3'-21/4" 111/4" 3'-21/4" 32'-41/4"15'-51/4"37'-31/2" 99'-8" 2'-1"17'-41/2"11'-81/4"8'-23/4"15'-103/4"3'-51/4"28'-51/2"12'-6" 81/2" 2'-91/2" - R.O.13'-23/4"8'-31/2" - R.O.7'-4"11"2'-91/2" - R.O.11'-83/4"9'-03/4"2'-61/2" R.O.5'-23/4"2'-61/2" - R.O.11'-107/8"2'-91/2" R.O.3'-25/8" 10 1/2 " 2' - 9 1/ 2 " - R . O . 9" 15'-05/8"2'-91/2" - R.O.11'-45/8"8'-31/2" - R.O.11'-91/4"5'-61/2" - R.O.81/2"111/2"2'-91/2" R.O.1'-0"4'-83/4"2'-91/2" R.O. 81/2" 1'-55/8"8'-31/2" - R.O.1'-55/8"15'-11"4'-0" 19'-11"11'-23/4"8'-23/4"4'-9"55'-61/2" 1A300 1A301 1A302 1A300 1A301 1A302 SCUPPER OVERFLOW SCUPPER 3 : 1 2 SL O P E +0+3/4" +3/4"+3/4" PROPERTY LINE PR O P E R T Y L I N E SIDE SETBACK LINE SIDE SETBACK LINE FR O N T S E T B A C K L I N E LAUNDRY PRIMARY BEDROOM201A: 182 sq ft WIC203A: 63 sq ft PRIMARY BATH202A: 92 sq ft HALL200A: 74 sq ft BATH 2206A: 43 sq ft BATH 3209A: 50 sq ft KITCHEN/DINING211A: 299 sq ft LIVING ROOM212A: 213 sq ft POWDER 1215A: 23 sq ftBEDROOM SUITE 1216A: 152 sq ft BATH 1217A: 82 sq ft COVERED BALCONYUNIT: BA: 126 sq ft MECH RM214A: 15 sq ft STORAGE213A: 11 sq ft UTILITY207A: 21 sq ft CLOSET205A: 8 sq ft BEDROOM 2204A: 109 sq ft BEDROOM 3208A: 145 sq ft WIC210A: 33 sq ft CLOSET218A: 13 sq ft E 1.1 D C 1.223455.1 11.4 1A2011A201 1A200 6.47 6'-11/4"4'-0"5'-4"3'-103/4"2'-77/8"3'-6"3'-0" 2A3003A3003A3012A3034A3031A3032A3013A3033A3022A3022A3012A3003A3003A3012A3023A3021A3032A3033A3034A303 PROPERTY LINE RE A R S E T B A C K L I N E BALCONYA: 57 sq ft B A SCALE: 1/4" = 1'-0"1 303 - 2nd Level Floor Plan ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 SECOND LEVEL FLOOR PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A121 xW-# # 1. TYPICAL FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE TYPE EW-01bi UNLESS NOTED OTHERWISE. 3. ALL INTERIOR WALLS ARE TYPE IW-02a UNLESS NOTED OTHERWISE 4. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 5. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 6. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 7. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 8. ALL DOOR FRAMING OFFSETS FROM WALL CORNERS TO BE 3" UNLESS DIMENSIONED OTHERWISE. 9. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. GENERAL FLOOR PLAN NOTES 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) FLOOR PLAN SYMBOL LEGEND DOWN UP UP DO W N R/ F 3' - 4 1/4 " 83/4 " 12 ' - 1 1 " 5' - 8 " 13 ' - 7 3/4 " 3' - 3 1/ 4 " 2' - 4 3/ 4 " 11'-13/4" 4'- 1 0 " 2' - 9 1/ 2 " - R . O . 81/2 " 1' - 6 " 5'- 6 1/2 " - R . O . 1'- 3 1/2 " 8'-41/4"11'-11/4"7'-51/2"9'-51/2" 4' - 0 " 5'- 1 1 " 12 ' - 4 " 15'-103/4"5'-111/2"2'-43/4"11'-11/4"5'-51/2"5'-51/4"4'-63/4"1'-11"2'-1" 4' - 0 " 8' - 4 " 5'- 6 " 1' - 0 1/ 2 " 11/2 " 4'- 0 " - R . O . 11/2 " 61/2 " 5' - 3 " 6'-0" 3' - 2 1/4 " 5' - 7 1/4 " 3'-21/4" 111/4" 3'-21/4" 1A305 1A304 1A306 3 : 1 2 SL O P E FR O N T S E T B A C K PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E SIDE SETBACK LINE SIDE SETBACK LINE PRIMARY BEDROOM201A: 182 sq ft WIC203A: 63 sq ft PRIMARY BATH202A: 91 sq ft HALL200A: 74 sq ft BATH 2206A: 43 sq ft BATH 3209A: 50 sq ft KITCHEN/DINING211A: 299 sq ft LIVING ROOM212A: 213 sq ft POWDER 1215A: 23 sq ft BEDROOM SUITE 1216A: 152 sq ft BATH 1217A: 82 sq ft BALCONYA: 54 sq ft COVERED BALCONYUNIT: BA: 126 sq ft MECH RM214A: 15 sq ft STORAGE213A: 11 sq ft UTILITY207A: 21 sq ft CLOSET205A: 8 sq ft BEDROOM 2204A: 109 sq ft BEDROOM 3208A: 145 sq ft WIC210A: 33 sq ft CLOSET218A: 13 sq ft 99'-8" 2'-1"17'-41/2"11'-81/4"8'-23/4"15'-103/4"3'-51/4"28'-51/2"12'-6" 23 ' - 7 " 4'- 5 " 3' - 0 " 7' - 4 1/ 2 " 8'- 9 1/2 " 1' - 2 3/4 " 2' - 2 1/ 4 " 9' - 4 1/ 2 " - R . O . 2' - 1 3/4 " 1' - 2 3/4 " J F G H 23455.1 11.1 2A203 2A202 1A202 1A2036.47 6'- 6 1/2 " 3' - 6 " 12 ' - 7 1/ 2 " 12'-6"32'-41/4"15'-51/4"37'-31/2" 19'-11"11'-23/4"8'-23/4"4'-9"55'-61/2" 10 ' - 0 1/ 2 " 1'-35/8"2'-23/8" 6" 15'-11"1'-55/8"8'-31/2" - R.O.1'-55/8" 81/2" 2'-91/2" R.O.4'-83/4"1'-0"2'-91/2" R.O.111/2"81/2" 5'-61/2" - R.O.11'-91/4"8'-31/2" - R.O.11'-45/8"2'-91/2" - R.O.15'-05/8" 3' - 7 3/4 " 5'- 1 3/4 " 13 ' - 1 0 1/2 " 7'-51/2"1'-6"4'-0"10'-31/2"5'-13/4" 7'-31/4"12'-111/2" 2' - 4 3/4 " 1' - 8 3/ 4 " 3'- 6 " 5' - 0 " 81/2" 2'-91/2" - R.O.13'-23/4"8'-31/2" - R.O.7'-4"3'-3"2'-91/2" - R.O.9'-43/4"9'-03/4"2'-61/2" R.O.5'-23/4"2'-61/2" R.O.11'-107/8"2'-91/2" R.O.3'-25/8" 13 ' - 6 1/ 2 " 10 ' - 0 1/2 " 81/2 " 9' - 1 " - R . O . 3" 4' - 6 1/2 " 8'- 3 1/2 " - R . O . 81/ 2 " 16 ' - 2 " 7' - 5 " 2'- 1 " 2' - 9 1/2 " - R . O . 2' - 6 1/ 2 " 9'-4"6'-11/4"3'-51/4"2'-77/8"3'-6"3'-0" 2A3043A3042A3053A3052A3063A3061A3072A3073A3074A307 RE A R S E T B A C K K SCALE: 1/4" = 1'-0"1 305 - 2nd Level Floor Plan ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 THIRD LEVEL FLOOR PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A130 xW-# # 1. TYPICAL FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE TYPE EW-01bi UNLESS NOTED OTHERWISE. 3. ALL INTERIOR WALLS ARE TYPE IW-02a UNLESS NOTED OTHERWISE 4. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 5. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 6. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 7. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 8. ALL DOOR FRAMING OFFSETS FROM WALL CORNERS TO BE 3" UNLESS DIMENSIONED OTHERWISE. 9. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. GENERAL FLOOR PLAN NOTES 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) FLOOR PLAN SYMBOL LEGEND DOWN DO W N RIDGE 2A200 2A201 1A300 1A301 1A302 23 ' - 7 " 2' - 0 " 6'- 9 1/2 " 7' - 4 1/ 2 " 3' - 0 " 2'- 5 " 2'- 0 " 81/ 4 " 19 ' - 7 " 81/4 " 20 ' - 1 1 1/ 2 " RO O F A B O V E 3'- 0 " - R . O . 6'- 3 1/2 " 6'- 0 " - R . O . 3' - 7 " 99'-8" 2'-1"17'-41/2"11'-81/4"8'-23/4"15'-103/4"3'-51/4"21'-01/4"19'-111/4" 21'-31/2" ROOF ABOVE 12'-41/2"8'-23/4" 81/4"30'-9" ROOF ABOVE 81/4"91/2" 2'-91/2" R.O.17'-9"2'-91/2" - R.O. 91/2" 4'-51/2" 81/4" 1" 2' - 0 " 2' - 0 " 1" 24'-11"15'-51/4"8'-23/4"11'-23/4"20'-03/8"67/8" 81/2" 2'-91/2" R.O.7'-11/2"2'-91/2" - R.O.4'-01/4"2'-91/2" - R.O.4'-81/4"81/4"4'-83/4"2'-91/2" R.O.81/2" 81/4" 81/ 4 " 16 ' - 2 " 7'- 5 " 3'-21/4" 111/4" 3'-21/4" 2'-8"2'-93/4" 6' - 4 3/4 " 3' - 1 " 9'-6" R-02 R-02 R-02 3 : 1 2 SL O P E R-01 R-01 3:1 2 SL O P E 3: 1 2 SL O P E 303A COVEREDROOF DECK A:130 sq ft 303A UNCOVEREDROOF DECK A:212 sq ft WIC 231420 sq ft 303B UNCOVEREDROOF DECK A:326 sq ft 303B COVEREDROOF DECK A:105 sq ft BATH 231372 sq ft LAUNDRY31134 sq ft BEDROOOM 2312141 sq ft POWDER31524 sq ft HALL31065 sq ft SLOPED ROOFDRAINAGE A:87 sq ft HALL 330046 sq ft POWDER 230122 sq ft E 1.1 BUILDINGFOOTPRINTBELOW BBQ AREA 3: 1 2 SL O P E D.8 20 ' - 6 1/2 " RO O F A B O V E 81/ 4 " 81/2 " 2'- 9 1/2 " - R . O . 15 ' - 8 " 81/4 " 3'- 7 " 5' - 1 0 1/2 " 5'- 7 1/4 " 3'- 2 1/4 " 11 ' - 0 1/4 " 3' - 7 1/ 2 " 5'- 7 1/2 " 7'-03/4"4'-0"4'-41/4" 5' - 3 1/4 " 4'-101/4" D C 1.223455.16 11.4 1A201 1A200 7 2A301 2A3003A3003A3012A3023A3021A3032A3033A3034A303 B A A.5 303B - 3rd FLOOR A:452 sq ft EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOF ASSEMBLY UL CLASS A SLOPED ROOFASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66 LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDERBLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD SCALE: 1/4" = 1'-0"1 303 - 3rd Level Floor Plan ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 THIRD LEVEL FLOOR PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A131 DOWN DO W N UP UP RIDGE 1A305 1A304 1A306 23 ' - 7 " 2' - 0 " 6'- 9 1/2 " 7' - 4 1/ 2 " 3' - 0 " 2'- 5 " 2' - 0 " 99'-8" 2'-1"17'-41/2"11'-81/4"8'-23/4"15'-103/4"3'-51/4"21'-01/4"19'-111/4" 2' - 0 " 1" 3' - 7 " 6' - 0 " - R . O . 6'- 3 1/2 " 3'- 0 " - R . O . 81/2 " 5'-13/4"91/2"2'-91/2" - R.O.17'-9"2'-91/2" R.O. 91/2"81/4" 2' - 0 " 1" 15'-0" 15'-0"15'-0" 8' - 4 " 4'-81/4"2'-91/2" - R.O.4'-01/4"2'-91/2" - R.O.7'-11/2"2'-91/2" - R.O. 81/2"81/4" 4'-83/4"2'-91/2" R.O.81/2"81/4" R-01 R-01 R-01 3 : 1 2 SL O P E R-02 R-02 FR O N T S E T B A C K PR O P E R T Y L I N E PROPERTY LINE SIDE SETBACK LINE PROPERTY LINE SIDE SETBACK LINE 3RD FLOOR STEPBACK LINE 3RD FLOOR STEPBACK LINE 3: 1 2 SL O P E 3: 1 2 SL O P E 305B - 3rd FLOOR A:106 sq ft HALL 330046 sq ft POWDER 230122 sq ft 305B UNCOVEREDROOF DECK A:326 sq ft 305B COVEREDROOF DECK A:105 sq ft BATH 231372 sq ft LAUNDRY31134 sq ft BEDROOOM 2312141 sq ft WIC 231420 sq ft POWDER31524 sq ft HALL31065 sq ft 305A UNCOVEREDROOF DECK A:466 sq ft 305A COVEREDROOF DECK A:131 sq ft J F G H 23455.16 11.1 2A203 2A202 1A202 1A2037 2A3043A3042A3053A3052A3063A3061A3072A3073A3074A307 K J.7 F.2 19'-11"11'-23/4"8'-23/4"15'-51/4"24'-11"19'-111/4" 81/4 " 19 ' - 7 " 81/4 " 20 ' - 1 1 1/2 " RO O F A B O V E 9'-6" 13'-21/2"3'-11/4"3'-91/2"3'-103/4" 30'-9" ROOF ABOVE 44'-101/4"15'-51/4"37'-31/2" 21'-31/2" ROOF ABOVE 20 ' - 6 1/2 " RO O F A B O V E 2'-8"2'-93/4" 81/4"8'-23/4"12'-41/2" 3'- 3 1/2 " 6' - 2 " 5' - 7 1/4 " 3' - 2 1/4 " 7' - 5 " 16 ' - 2 " 10 ' - 3 1/4 " RO O F A B O V E 6' - 4 3/ 4 " 3' - 1 " 3'-21/4" 111/4" 3'-21/4" 3'-51/4"7'-03/4"4'-0"4'-41/4"5'-13/4" 11 ' - 5 3/4 " 3' - 7 1/ 2 " 3'- 6 3/4 " 5' - 6 3/4 " 5' - 1 1 " 9'- 8 1/8 " 5' - 4 3/ 8 " 3' - 7 1/ 2 " 81/ 4 " 15 ' - 8 " 2' - 9 1/2 " - R . O . 81/2 " 81/4 " 4'-41/2" RE A R S E T B A C K 3R D F L . S T E P B A C K 3R D F L O O R S T E P B A C K 305B - 3rd FLOOR A:452 sq ft xW-# # 1. TYPICAL FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE TYPE EW-01bi UNLESS NOTED OTHERWISE. 3. ALL INTERIOR WALLS ARE TYPE IW-02a UNLESS NOTED OTHERWISE 4. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 5. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 6. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 7. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 8. ALL DOOR FRAMING OFFSETS FROM WALL CORNERS TO BE 3" UNLESS DIMENSIONED OTHERWISE. 9. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. GENERAL FLOOR PLAN NOTES 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) FLOOR PLAN SYMBOL LEGEND EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOF ASSEMBLY UL CLASS A SLOPED ROOFASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66 LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDERBLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD SCALE: 1/4" = 1'-0"1 305 - 3rd Level Floor Level ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 ROOF LEVEL PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A140 2A200 1A200 2A201 1A300 1A301 1A302 2'-1"1'-11"4'-21/2"11'-3"11'-81/4"8'-23/4"15'-103/4"3'-51/4"21'-01/4"19'-111/4" 99'-8" 53/4 " OV E R H A N G 93/4 " OV E R H A N G 53/ 4 " OV E R H A N G 93/ 4 " OV E R H A N G TOP OF RIDGE :135'-10" UNIT B: FUTURE SOLAR ARRY UNIT A: FUTURESOLAR ARRY 3 : 1 2 SL O P E UNIT A: FUTURE SOLAR ARRY 3 : 1 2 SL O P E 3 : 1 2 SL O P E LINE OF BUILDING BELOWLINE OF BUILDING BELOW 3 : 1 2 SL O P E 3 : 1 2 SL O P E 3 : 1 2 SL O P E R-02 R-02 R-02 R-02 PR O P E R T Y L I N E SIDE SETBACK LINE 3R D L E V E L F R O N T S T E P B A C K UNIT AROOF DECK BELOW PROPERTY LINE PROPERTY LINE 3:12 ROOF BELOW 3:12ROOF BELOW E SIDE SETBACK LINE RIDGE RIDGE 1.1 23 ' - 7 " 2'- 0 " 2'- 5 " 3' - 0 " 7' - 4 1/ 2 " 6'- 9 1/2 " 2' - 0 " 2'- 0 " TOP OF RIDGE :135'-10 1/2" 159 sq ft 102 sq ft 49 sq ft RE A R S E T B A C K 3RD LEVEL SIDE STEPBACK UNIT BROOF DECK BELOW RIDGE 3R D L E V E L R E A R S T E P B A C K D.8 D C 1.223455.16 11.4 1A201 7 2A3003A3003A3012A3034A3031A3032A3013A3033A3022A302 B A A.5 3RD LEVEL SIDE STEPBACK 1. THE SLOPE OF ALL NEW ROOF AREAS IS NOTED ON THE PLANS. 2. ALL ROOFING MATERIALS SHALL BE RATED CLASS 'A'. ROOFING MATERIAL AS SPECIFIED IN THE PLAN SET. 3. RAFTER SPACES ARE NON-VENTED PER THE FOLLOWING CODE JUSTIFICATIONS: • UNVENTED RAFTER SPACE IS COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE. • INTERIOR CLASS-1 VAPOR RETARDER IS NOT INSTALLED ON THE CEILING SIDE OF THE UNVENTED FRAMING ASSEMBLY. • IN CLIMATE ZONE-5, ANY AIR-IMPERMEABLE INSULATION SHALL BE A CLASS-2 VAPOR RETARDER OR SHALL HAVE A CLASS-2 VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE INSULATION UNDERSIDE. • WHERE THE PREFORMED INSULATION BOARD IS USED AS THE AIR-IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONTINUOUS LAYER. • AIR-PERMEABLE INSULATION IS INSTALLED DIRECTLY BELOW THE STRUCTURAL SHEATHING, RIDGID BOARD, OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH THE R-VALUES IN CRC TABLE R806.5 FOR CONDENSATION CONTROL. 4. ROOF AND ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS. VENT OPENINGS SHALL BE PROTECTED BY CORROSION-RESISTANT, NON-COMBUSTABLE WIRE MESH WITH 1/4" OPENINGS. GENERAL ROOF NOTES EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOF ASSEMBLY UL CLASS A SLOPED ROOFASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66 LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDERBLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD SCALE: 1/4" = 1'-0"1 303 - Roof Plan ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 ROOF LEVEL PLAN Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A141 UP DO W N UP DOWN 3 : 1 2 SL O P E 3 : 1 2 SL O P E 3 : 1 2 SL O P E 3 : 1 2 SL O P E 3 : 1 2 SL O P E 3 : 1 2 SL O P E UNIT B: FUTURE SOLAR ARRY UNIT A: FUTURE SOLAR ARRY UNIT A: FUTURESOLAR ARRY LINE OF BUILDING BELOW LINE OF BUILDING BELOW R-02 R-02 R-02 UNIT AROOF DECK BELOW UNIT AROOF DECK BELOW PR O P E R T Y L I N E PROPERTY LINE 99'-8" 2'-1"17'-41/2"11'-81/4"8'-23/4"15'-103/4"24'-51/2"19'-111/4" 23 ' - 7 " 2' - 0 " 6'- 9 1/2 " 7' - 4 1/ 2 " 3' - 0 " 2'- 5 " 2' - 0 " TOP OF RIDGE :135'-10 1/2" TOP OF RIDGE :135'-10" 159 sq ft 75 sq ft 35 sq ft UNIT BROOF DECK BELOW RIDGE RIDGE RIDGE J F G H 23455.16 11.1 2A200 1A201 1A200 2A201 2A3024A303 7 2A3003A3003A3012A3035A3031A3032A3013A303 1A302 1A301 1A300 3A302 K J.7 F.2 93/4 " OV E R H A N G 53/4 " OV E R H A N G 53/4 " OV E R H A N G 93/4 " OV E R H A N G 3' - 0 " 2' - 0 " 1. THE SLOPE OF ALL NEW ROOF AREAS IS NOTED ON THE PLANS. 2. ALL ROOFING MATERIALS SHALL BE RATED CLASS 'A'. ROOFING MATERIAL AS SPECIFIED IN THE PLAN SET. 3. RAFTER SPACES ARE NON-VENTED PER THE FOLLOWING CODE JUSTIFICATIONS: • UNVENTED RAFTER SPACE IS COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE. • INTERIOR CLASS-1 VAPOR RETARDER IS NOT INSTALLED ON THE CEILING SIDE OF THE UNVENTED FRAMING ASSEMBLY. • IN CLIMATE ZONE-5, ANY AIR-IMPERMEABLE INSULATION SHALL BE A CLASS-2 VAPOR RETARDER OR SHALL HAVE A CLASS-2 VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE INSULATION UNDERSIDE. • WHERE THE PREFORMED INSULATION BOARD IS USED AS THE AIR-IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONTINUOUS LAYER. • AIR-PERMEABLE INSULATION IS INSTALLED DIRECTLY BELOW THE STRUCTURAL SHEATHING, RIDGID BOARD, OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH THE R-VALUES IN CRC TABLE R806.5 FOR CONDENSATION CONTROL. 4. ROOF AND ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS. VENT OPENINGS SHALL BE PROTECTED BY CORROSION-RESISTANT, NON-COMBUSTABLE WIRE MESH WITH 1/4" OPENINGS. GENERAL ROOF NOTES EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOF ASSEMBLY UL CLASS A SLOPED ROOFASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66 LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDERBLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD SCALE: 1/4" = 1'-0"1 305 - Roof Plan ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 EXTERIOR ELEVATIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A200 A B D EC +104.00' 1st LEVEL +114.31' 2nd LEVEL +124.64' 3rd LEVEL +131.50' MAX. FLAT ROOF +136.50' MAX. SLOPED ROOF 3'-1" F.O. FINISH TOPROP. LINE 3'-1" F.O. FINISH TOPROP. LINE +135'-10 1/2" T.O. RIDGE +135'-10" T.O. RIDGE +129'-1 1/2" T.O. RAKE +128'-1 3/4"T.O. RAILING 32 ' - 4 1/2 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 32 ' - 4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 25 ' - 7 1/ 2 " E S T A B L I S H E D G R A D E T O T O P O F R A K E 24 ' - 7 3/4 " E S T A B L I S H E D G R A D E T O T. O . P A R A P E T / R A I L I N G +125'-7 3/4"T.O. PARAPET ES-01 ES-01 ES-03 ES-01 GLASSGUARDRAIL PREFABRICATEDSTEEL GUARDRAIL R-02 07 101b 201a 01 ES-03 ES-01 2 12 3 12 ESTABLISHEDGRADE +103.5' 3R D L E V E L ST E P B A C K PR O P . L I N E PR O P . L I N E 3R D L E V E L ST E P B A C K SI D E SE T B A C K SI D E SE T B A C K 3 12 3'-0"2'-0"2'-0"3'-0" 7 6 5 4 3 2 1 +104.00' 1st LEVEL +114.31' 2nd LEVEL +124.64' 3rd LEVEL +131.50' MAX. FLAT ROOF +136.50' MAX. SLOPED ROOF 32 ' - 4 1/2 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 24 ' - 7 3/4 " E S T A B L I S H E D G R A D E T O T . O . P A R A P E T 24 ' - 4 3/4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 32 ' - 4 " E S T A B L I S H E D G R A D E T O T . O . R O O F R I D G E 25 ' - 7 1/2 " E S T A B L I S H E D G R A D E T O T . O . R A K E 24 ' - 7 3/4 " E S T A B L I S H E D G R A D E TO T . O . G U A R D R A I L 22 ' - 1 3/4 " E S T A B L I S H E D G R A D E T O T . O . P A R A P E T +128'-1 3/4" T.O. PARAPET +128'-1 3/4" T.O. PARAPET +135'-10" ROOF RIDGE+135'-10 1/2" ROOF RIDGE +128'-4 3/4" ROOF RIDGE +129'-1 1/2" T.O. RAKE +125'-7 3/4" T.O. PARAPET 10'-1" F.O. FINISH TOREAR PROP. LINE 12'-3"3'-103/4" 15'-01/4" F.O. FINISHTO FRONT PROP. LINE 10'-0" TOPROP. LINE 15'-0"15'-0"15'-0" +117'-6 1/2" T.O. RAILING +128'-1 3/4" T.O. RAIL +116'-5" T.O. PARAPET PREFABRICATEDSTEEL GUARDRAIL ES-03 ES-01 ES-01 ES-01ES-02 ES-01 ES-01 ES-01 ES-01 R-02 R-02 R-02 21 26 20b20c 20a 12 04 03 10 25 09 08 02c 02b 02a 106a 101a WOODTRELLIS ESTABLISHEDGRADE +103.5' 3R D L E V E L ST E P B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E RE A R SE T B A C K FR O N T SE T B A C K EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOFASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDERBLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD SCALE: 1/4" = 1'-0"2 303 - East Elevation SCALE: 1/4" = 1'-0"1 303 - South Elevation ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 EXTERIOR ELEVATIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A201 EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOFASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDERBLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD E D B AC +104.00' 1st LEVEL +114.31' 2nd LEVEL +124.64' 3rd LEVEL +131.50' MAX. FLAT ROOF +136.50' MAX. SLOPED ROOF 3'-0"2'-0"2'-0"3'-0" 3'-1" F.O.FINISH TOPROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 32 ' - 4 1/2 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 32 ' - 4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 24 ' - 7 3/4 " E S T A B L I S H E D G R A D E T . O . P A R A P E T +135'-10 1/2" ROOF RIDGE+135'-10" ROOF RIDGE +128'-1 3/4" T.O. PARAPET +117'-6 1/2" T.O. RAIL ES-01 ES-01 ES-01 ES-01 ES-01 110b 100b 212a 312b 310a 22c 22b 22a 3 12 ESTABLISHEDGRADE +103.5' 3 12 3R D L E V E L ST E P B A C K PR O P . L I N E PR O P . L I N E 3R D L E V E L ST E P B A C K SI D E SE T B A C K SI D E SE T B A C K 1 2 3 4 5 6 7 +104.00' 1st LEVEL +114.31' 2nd LEVEL +124.64' 3rd LEVEL +131.50' MAX. FLAT ROOF +136.50' MAX. SLOPED ROOF +129'-1 1/2" T.O. RAKE +135'-10" ROOF RIDGE +128'-4 3/4" ROOF RIDGE +135'-10 1/2" ROOF RIDGE +128'-1 3/4" T.O. PARAPET+128'-1 3/4" T.O. PARAPET 10'-1" F.O. FINISHTO PROP. LINE 24 ' - 7 3/ 4 " E S T A B L I S H E D G R A D E T O T . O . P A R A P E T 24 ' - 1 0 3/ 4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 32 ' - 4 1/2 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 32 ' - 4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 25 ' - 7 1/2 " E S T A B L I S H E D GR A D E T O T . O . R A K E 24 ' - 7 3/4 " E S T A B L I S H E D GR A D E T O R O O F R I D G E 15'-0" TO PROP. LINE 15'-0"15'-0"10'-0" 15'-01/4" F.O. FINISH TOPROPRETY LINE +117'-10 1/4"T.O. RAIL ES-01 ES-01 ES-01 ES-01 ES-01 ES-01 ES-03 GLASS GUARDRAIL ES-03 R-02 R-02 ES-03 R-02 2324a24b24c 05 1315 06 16 17b 17a17c 29 28 27 101c 111a R-02 R-02 ESTABLISHEDGRADE +103.5' 3R D L E V E L ST E P B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E RE A R SE T B A C K FR O N T SE T B A C K SCALE: 1/4" = 1'-0"2 303 - West Elevation SCALE: 1/4" = 1'-0"1 303 - North Elevation ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 EXTERIOR ELEVATIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A202 EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOF ASSEMBLY UL CLASS A SLOPED ROOFASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66 LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDERBLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD F G H J K +104.00' 1st LEVEL +114.31' 2nd LEVEL +124.64' 3rd LEVEL +131.50' MAX. FLAT ROOF +136.50' MAX. SLOPED ROOF 32 ' - 4 1/2 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 24 ' - 7 3/4 " E S T A B L I S H E D G R A D E T O T . O . G U A R D R A I L 25 ' - 9 1/4 " E S T A B L I S H E D G R A D E T O T . O . G U A R D R A I L 32 ' - 4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E +135'-10 1/2" ROOF RIDGE+135'-10" ROOF RIDGE +129'-3 1/4" T.O. RAILING +128'-1" T.O. PARAPET +128'-1 3/4"T.O. RAILING +125'-7 3/4"T.O. PARAPET +117'-7 1/4" T.O. RAILING 3'-0"2'-0"2'-0"3'-0" 3'-1" F.O. FINISH TOPROP. LINE 3'-1" F.O. FINISH TOPROP. LINE ES-01 ES-01 ES-02 PREFABRICATEDSTEEL GUARDRAILPREFABRICATEDSTEEL GUARDRAIL PREFABRICATEDSTEEL GUARDRAIL ES-02 ES-02 101b 201a 07 01 3 12 3R D L E V E L ST E P B A C K ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E 3R D L E V E L ST E P B A C K SI D E SE T B A C K SI D E SE T B A C K 3 12 7 6 5 4 3 2 1 +104.00' 1st LEVEL +114.31' 2nd LEVEL +124.64' 3rd LEVEL +131.50' MAX. FLAT ROOF +136.50' MAX. SLOPED ROOF +128'-1 3/4" T.O. PARAPET +135'-10 1/2" ROOF RIDGE +128'-4 3/4" ROOF RIDGE +135'-10" ROOF RIDGE +128'-1" T.O. PARAPET +129'-3 1/4" T.O. RAILING 10'-1" F.O.FINISH TOPROP.LINE 24 ' - 7 3/ 4 " E S T A B L I S H E D G R A D E T O T . O . P A R A P E T 32 ' - 4 1/2 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 32 ' - 4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 25 ' - 9 1/4 " E S T A B L I S H E D G R A D E T O T . O . R A I L 15'-0" F.O. FINISH TO PROP. LINE 12'-3" 24 ' - 1 0 3/ 4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 10'-0" TOPROP. LINE 15'-0"70'-0"15'-0"15'-0" 3'-103/4" +113'-1 3/4" B.O. SOFFIT ES-02 ES-02 ES-01 ES-01 WOOD FENCE AND GATE PREFABRICATEDSTEEL GUARDRAIL ES-02 ES-01 ES-03 R-02 R-02 R-02 R-02 23 27 28 29 24a 24b 24c 13 05 15 16 06 17a 17b 17c 111a 101c ES-02 ESTABLISHEDGRADE +103.5' 3R D L E V E L ST E P B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E RE A R SE T B A C K FR O N T SE T B A C K SCALE: 1/4" = 1'-0"2 305 - East Elevation SCALE: 1/4" = 1'-0"1 305 - South Elevation ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 EXTERIOR ELEVATIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A203 EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOFASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDERBLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD J H G FK +104.00' 1st LEVEL +114.31' 2nd LEVEL +124.64' 3rd LEVEL +131.50' MAX. FLAT ROOF +136.50' MAX. SLOPED ROOF+135'-10 1/2" ROOF RIDGE +135'-10" ROOF RIDGE +128'-1 3/4" T.O. PARAPET +116'-5" T.O. PARAPET 3'-0"2'-0"2'-0"3'-0" 3'-1" F.O.FINISH TOPROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 24 ' - 7 3/ 4 " E S T A B L I S H E D G R A D E T O T . O . P A R A P E T 32 ' - 4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 32 ' - 4 1/2 " E S T A B L I S H E D G R A D E T O R O O F R I D G E +117'-6 1/2" T.O. RAIL ES-01 ES-01 ES-01 ES-01 ES-01 100b 110b 212a 310a 312b 22a 22b 22c 3 12 3 12 3R D L E V E L ST E P B A C K PR O P . L I N E PR O P . L I N E 3R D L E V E L ST E P B A C K SI D E SE T B A C K SI D E SE T B A C K ESTABLISHEDGRADE +103.5' 1 2 3 4 5 6 7 +104.00' 1st LEVEL +114.31' 2nd LEVEL +124.64' 3rd LEVEL +131.50' MAX. FLAT ROOF +136.50' MAX. SLOPED ROOF+135'-10" ROOF RIDGE +128'-4 3/4" ROOF RIDGE +135'-10 1/2" ROOF RIDGE +128'-1 3/4" T.O. PARAPET +116'-5" T.O. PARAPET +129'-3 1/4" T.O. RAILING +128'-1 3/4" T.O. RAILING +125'-7 3/4" T.O. PARAPET +128'-1" T.O. PARAPET 15'-0" TO FRONTPROPERTY LINE 15'-0"15'-0"10'-0" 15'-0" F.O. FINISHTO PROP. LINE 24 ' - 7 3/4 " E S T A B L I S H E D G R A D E T O T . O . P A R A P E T 25 ' - 9 1/4 " E S T A B L I S H E D G R A D E T O T . O . R A I L 32 ' - 4 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 24 ' - 1 0 3/4 " E S T A B L I S H E D GR A D E T O R O O F R I D G E 32 ' - 4 1/2 " E S T A B L I S H E D G R A D E T O R O O F R I D G E 24 ' - 7 3/ 4 " E S T A B L I S H E D G R A D E T O T . O . P A R A P E T 10'-1" F.O. FINISHTO PROP. LINE +117'-6 1/2" T.O. RAIL ES-01 ES-01 ES-01 ES-01 ES-02 ES-01 ES-01 PREFABRICATEDSTEEL GUARDRAIL WOOD TRELLIS ES-02 R-02 R-02 101a 108a 08 09 10 02a 02b 02c 03 04 12 25 26 20a 20b 20c 21 ESTABLISHEDGRADE +103.5' 3R D L E V E L ST E P B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E RE A R SE T B A C K FR O N T SE T B A C K SCALE: 1/4" = 1'-0"2 305 - West Elevation SCALE: 1/4" = 1'-0"1 305 - North Elevation ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 BUILDING SECTIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A300 J 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +125'-7 3/4"T.O. PARAPET +128'-1 3/4"T.O. RAIL +117'-10 1/4"T.O. RAIL +114'-10 1/2" T.O. PARAPET +113'-1 1/4"B.O. SOFFIT +129'-1 1/2" T.O. ROOF PEAK 3'- 6 " M I N . GU A R D R A I L 3'-1" F.O.FINISH TOPROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 3'-0"2'-0"2'-0"3'-0" 7"OVERHANG 63/4" OVERHANG 93/4" ES-01 ES-03 ES-01 ES-01 UNIT APRIMARY DECK ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K J 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +128'-1 3/4"T.O. RAIL +125'-7 3/4"T.O. PARAPET 3'-1" F.OFINISH TOPROP. LINE 3'-1" F.OFINISH TOPROP. LINE 63/4" OVERHANG +128'-4 3/4" ROOF PEAK 3'- 6 " M I N . G U A R D 63/4" OVERHANG 3'-0"2'-0"2'-0"3'-0" 93/4" ES-01 ES-01ES-01 ES-01 UNIT APRIMARY BATH UNIT ALIVING / DINING UNIT APRIMARY BEDROOM UNIT AROOF DECK ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +128'-1 3/4"T.O. PARAPET +116'-5"T.O. PARAPET +135'-10 1/2" ROOF RIDGE +128'-4 3/4" ROOF RIDGE +135'-10" ROOF RIDGE +128'-1 3/4" T.O. RAIL +125'-7 3/4" T.O. PARAPET +114'-10 1/4" T.O. TRELLIS +113'-1 1/2" B.O. SOFFIT +111'-8 1/2" B.O. SOFFIT +123'-3 3/4" B.O. SOFFIT +128'-1 3/4"T.O. PARAPET 10'-0" TO REARPROP. LINE 15'-0" 10'-1" F.O. FINISH O PROP. LINE 15'-0"15'-0" +117'-6 1/2"T.O. RAIL 1' - 1 1/ 4 " 3'- 6 " M I N . G U A R D 3' - 6 " +129'-1 1/2" ROOF PEAK 3' - 6 " M I N . G U A R D +128'-4 3/4"ROOF PEAK+128'-2"T.O. PARAPET 3' 6 " M I N . G U A R D 17'-1" F.O. FINISH TO PROP. LINE 3'-103/4" 81/4" OVERHANG 63/4" OVERHANG ES-01 ES-01 ES-01 ES-03 ES-01 ES-01 ES-03 ES-01 ES-01 ES-02 ES-01 ESTABLISHEDGRADE +103.5' 3R D L E V E L ST E P B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E RE A R SE T B A C K FR O N T SE T B A C K UNIT ALIVING / DININGUNIT AKITCHEN UNIT APRIMARY BATH UNIT AGARAGE UNIT BKITCHEN / DININGUNIT BBALCONY UNIT BROOF DECK UNIT B3RD FLOOR HALL COVERED PARKING UNIT AADU - MECH UNIT BLIVING UNIT AFOYER A UNIT APRIMARY WICUNIT ABEDROOM 2UNIT ABATH 2 UNIT AROOF DECK EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOF ASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDER BLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD xW-# # GENERAL SECTION NOTES 1. TYPICAL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 3. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 4. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 5. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 6. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) SECTION SYMBOL LEGEND SCALE: 1/4" = 1'-0"2 303 - Section @ Grid 1.1 SCALE: 1/4" = 1'-0"3 303 - Section @ Grid 1.4 SCALE: 1/4" = 1'-0"1 303 - Section @ Grid A.7 ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 BUILDING SECTIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A301 J 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +128'-1 3/4"T.O. PARAPET +128'-1 3/4"T.O. PARAPET +112'-0" B.O. SOFFIT +104'-0 3/4"+103'-10 1/4" 11'-5" F.O. FINISHTO PROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 7'-83/4"1'-111/4" 6'-5" F.O. FINISHTO STEPBACK 3'-0"2'-0" +135'-10" ROOF PEAK 2'-0"3'-0" ES-01 ES-03 ES-01 ES-01 ES-01 ES-01 ES-01 18 UNIT ABEDROOM 2UNIT AHALL UNIT AKITCHEN UNIT ACOURTYARD UNIT AROOF DECK ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K J 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +128'-1 3/4"T.O. PARAPET +128'-1 3/4" T.O. PARAPET +135'-10" ROOF RIDGE +112'-0" B.O. SOFFIT 81/4" OVERHANG +104'-0 3/4"+103'-10 1/4"+103'-10 1/4"+103'-10 1/4" 3'-1" F.O.FINISH TOPROP. LINE 11'-5" F.O. FINISH TOPROP. LINE 3'-0"2'-0"2'-0"3'-0" 7'-83/4" ES-01 ES-01 ES-01 ES-01 ES-03 UNIT AKITCHEN UNIT ACOURTYARD UNIT ABEDROOM 2 UNIT AUPPERHALL UNIT AROOF DECK ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +117'-10 1/4" T.O. GUARDRAIL +114'-10 1/2" T.O. PARAPET +128'-1 3/4"T.O. PARAPET +112'-9 1/2"B.O. SOFFIT +113'-1 1/4" B.O. SOFFIT +135'-10 1/2"T.O. RIDGE +129'-1 1/2" ROOF PEAK +128'-4 3/4"ROOF PEAK +128'-4 3/4"T.O. RIDGE 3' - 1 0 1/2 " 63/4" OVERHANG 3'-103/4" 81/2" OVERHANG +123'-3 1/2"B.O. SOFFIT 15'-0" TO PROP. LINE 15'-0"15'-0"10'-0" 81/4" OVERHANG 10'-1" F.O. FINISHTO PROP. LINE 15'-01/4" F.O. FINISHTO PROP. LINE ES-03 ES-01 ES-01 ES-01 ES-03 ES-03 ES-03 ES-03 ES-01 R-02 ESTABLISHEDGRADE +103.5' 3R D L E V E L ST E P B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E RE A R SE T B A C K FR O N T SE T B A C K UNIT ADINING UNIT AKITCHEN UNIT APRIMARY BEDROOM UNIT BGARAGE UNIT BKITCHEN / LIVING UNIT BBEDROOM 1 UNIT BROOF DECK UNIT BBEDROOM 2 COVERED PARKINGUNIT AADU UNIT APRIMARYBALCONY UNIT BSTAIRS UNIT ABEDROOM 3 UNIT BBATH 2 UNIT AHALL UNIT AROOF DECK UNIT A3RD FLOOR HALL EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOF ASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDER BLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD xW-# # GENERAL SECTION NOTES 1. TYPICAL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 3. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 4. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 5. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 6. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) SECTION SYMBOL LEGEND SCALE: 1/4" = 1'-0"2 303 - Section @ Grid 2.4 SCALE: 1/4" = 1'-0"3 303 - Section @ Grid 2.9 SCALE: 1/4" = 1'-0"1 303 - Section @ Grid C.8 ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 BUILDING SECTIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A302 EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOF ASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDER BLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD J 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50'+135'-10" ROOF RIDGE +128'-1 3/4"T.O. PARAPET 3'-1" F.O.FINISH TO PROP. LINE 3'-1" F.O.FINISH TO PROP. LINE 63/4" OVERHANG 63/4" OVERHANG 3'-0"2'-0"2'-0"3'-0" 103/4" UNIT AFOYER UNIT ABATH 2 UNIT ALAUNDRY UNIT A3RD FLOOR HALL UNIT ASTORAGE/MECH UNIT ASTAIRS UNIT AUPPERHALL UNIT APOWDER 2 ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K J 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +128'-1 3/4"T.O. PARAPET +135'-10" ROOF RIDGE 63/4" OVERHANG 63/4" OVERHANG 93/4" 3'-0"2'-0"2'-0"3'-0" UNIT ABATH 2 UNIT AENTRY HALL UNIT A3RD LEVEL HALL UNIT ALAUNDRY UNIT AUPPERHALL UNIT ASTAIRS ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K UNIT APOWDER 2 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +128'-1 3/4"T.O. PARAPET +114'-10 1/2" T.O. PARAPET +117'-10 1/4" T.O. RAILING +112'-9 1/2"B.O. SOFFIT +123'-3 1/2" B.O. SOFFIT +113'-1 1/4" B.O. SOFFIT 81/4" OVERHANG 7" OVERHANG 15'-0"15'-0" 15'-01/4" F.O. FINISHTO PROP. LINE 63/4" OVERHANG 10'-0" TOPROP. LINE 15'-0" 10'-1" F.O. FINISHTO PROP. LINE ES-01 ES-01 ES-03 ES-03 ES-01 ESTABLISHEDGRADE +103.5' 3R D L E V E L ST E P B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E RE A R SE T B A C K FR O N T SE T B A C K UNIT ALIVING / DINING UNIT ACOURTYARD UNIT APRIMARY BEDROOM UNIT BGARAGE UNIT BDININGUNIT BBEDROOM 1 UNIT BROOF DECK UNIT BBEDROOM 2 COVERED PARKING UNIT AADU UNIT APRIMARYBALCONY UNIT BENTRY UNIT BMECH.UNIT ABEDROOM 3 UNIT BBATH 2 UNIT BBATH 1 UNIT ASTAIRS UNIT ASTORAGE xW-# # GENERAL SECTION NOTES 1. TYPICAL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 3. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 4. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 5. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 6. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) SECTION SYMBOL LEGEND SCALE: 1/4" = 1'-0"2 303 - Section @ Grid 3.5 SCALE: 1/4" = 1'-0"3 303 - Section @ Grid 3.9 SCALE: 1/4" = 1'-0"1 303 - Section @ Grid D.6 ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:303 BUILDING SECTIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A303 EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOF ASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDER BLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +128'-4 3/4" ROOF RIDGE +116'-5" +114'-10 1/4"T.O. WOOD TRELLIS 3'-0"2'-0"2'-0"3'-0" 63/4" OVERHANG 63/4" OVERHANG ES-01 ES-01 UNIT APOWDER 1 UNIT ABEDROOM 3 UNIT AADU ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K 3 123 12 3 12 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' +114'-10 1/4" T.O.WOOD TRELLIS +116'-5" +128'-4 3/4" ROOF RIDGE 3'-0"2'-0"2'-0"3'-0" 7'-6" F.O. FINISHTO PROP. LINE 11'-5" F.O. FINISHTO PROP. LINE63/4" OVERHANG 63/4" OVERHANG 63/4" OVERHANG 93/4" UNIT APOWDER 1 UNIT ABEDROOM 3 UNIT AADU ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50'+135'-10 1/2" ROOF RIDGE +125'-11 1/2"+125'-11 1/4" +113'-1 3/4"B.O. SOFFIT +111'-8 1/2"B.O. SOFFIT 3'-0"2'-0"2'-0"3'-0" 63/4" OVERHANG 63/4" OVERHANG 63/4" OVERHANG63/4" OVERHANG ES-01 ES-01 ES-01 ES-01 ES-01 ES-01 UNIT BSTAIRS UNIT BENTRY HALL UNIT BBATH 2 ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50'+135'-10 1/2" ROOF RIDGE +128'-1 3/4"T.O. PARAPET +128'-1 3/4"T.O. PARAPET +116'-5 1/4"T.O. PARAPET +122'-4"B.O. SOFFIT +123'-3 3/4" B.O. SOFFIT +111'-8 1/2"B.O. SOFFIT +112'-9 1/2" B.O. SOFFIT 3'-0"2'-0"2'-0"3'-0" ES-01 ES-01 ES-01 ES-01 ES-01ES-01 ES-01 UNIT BCOVERED BALCONY UNIT BBEDROOM SUITE 1 UNIT BROOF DECK COVERED PARKING ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K xW-# # GENERAL SECTION NOTES 1. TYPICAL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 3. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 4. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 5. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 6. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) SECTION SYMBOL LEGEND SCALE: 1/4" = 1'-0"1 303 - Section @ Grid 4.1 SCALE: 1/4" = 1'-0"2 303 - Section @ Grid 4.3 SCALE: 1/4" = 1'-0"3 303 - Section @ Grid 5.1 SCALE: 1/4" = 1'-0"4 303 - Section @ Grid 6.5 ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 BUILDING SECTIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A304 1 2 3 4 5 6 7 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 81/4" OVERHANG 6' - 8 " 6'- 8 " 10'-1" F.O. FINISH TOREAR PROPERTY LINE15'-0" F.O. FINISH TOFRONT PROPERTY LINE 15'-0"10'-0" 15'-0" TO FRONT PROP. LINE 15'-0" +129'-3 1/4" T.O. PARAPET +128'-1" T.O. PARAPET +128'-1" T.O. PARAPET +117'-7 1/4"T.O. RAIL +113'-1 1/2"B.O. SOFFIT +113'-0 1/4" B.O. SOFFIT +112'-9 1/2" B.O. SOFFIT +128'-1 3/4" T.O. PARAPET +124'-4 1/2"B.O. SOFFIT ES-01 ES-01 ES-01 ES-01 ES-01 ES-03 ES-02 ES-02 ES-01 ES-02 ES-01 ESTABLISHEDGRADE +103.5' UNIT ALIVING / DINING UNIT ACOURTYARD UNIT APRIMARY BEDROOM UNIT BGARAGE UNIT BDINING UNIT BBEDROOM 1 UNIT BROOF DECK UNIT BBEDROOM SUITE 2 COVERED PARKING UNIT ABEDROOM 1 UNIT APRIMARYBALCONY UNIT BENTRY UNIT BBATH 1UNIT BMECH. UNIT BBATH 2 UNIT ASTAIRS UNIT ABEDROOM 3 PR O P . L I N E UNIT ASTORAGE 3R D L E V E L ST E P B A C K 3R D L E V E L ST E P B A C K RE A R SE T B A C K FR O N T SE T B A C K F G H J K 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 3'-1" F.O.FINISH TOPROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 10'-6" F.O. FINISH TO PROP. LINE 3' - 6 " M I N . 3'-0"2'-0"2'-0"3'-0" +129'-3 1/4" T.O. RAIL +128'-1 3/4"T.O. PARAPET +129'-3 1/4" T.O. RAIL +128'-1 3/4" T.O. PARAPET +128'-1 3/4" T.O. RAIL +125'-7 3/4"T.O. PARAPET +117'-7 1/4" +124'-4 1/2" B.O. SOFFIT +113'-1 1/2" B.O. SOFFIT +113'-1 1/2" B.O. SOFFIT ES-01 ES-01 ES-02 ES-02 ES-02 UNIT APRIMARY BATH UNIT ACOVERED PATIO UNIT APRIMARY BALCONY UNIT ACOVEREDFRONT ENTRY UNIT AUNCOVEREDROOF DECK ESTABLISHEDGRADE +103.5' PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E F G H J K 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 3'-1"FINISH TOPROP. LINE 93/4" OVERHANG 63/4 " 63/4 " 101/2" 3'-1"FINISH TOPROP. LINE 3'-0"2'-0"2'-0"3'-0" +128'-1 3/4"T.O. PARAPET +129'-3 1/4" T.O. RAIL +128'-1 3/4" T.O. RAIL +125'-7 3/4"T.O. PARAPET ES-01 UNIT APRIMARY BATH UNIT ALIVING / DINING ROOM UNIT APRIMARY BEDROOM UNIT AROOF DECK ESTABLISHEDGRADE +103.5' PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K xW-# # GENERAL SECTION NOTES 1. TYPICAL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 3. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 4. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 5. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 6. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) SECTION SYMBOL LEGEND EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOF ASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDER BLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD SCALE: 1/4" = 1'-0"1 305 - Section @ Grid F.3 SCALE: 1/4" = 1'-0"2 305 - Section @ Grid 1.2 SCALE: 1/4" = 1'-0"3 305 - Section @ Grid 1.5 ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 BUILDING SECTIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A305 xW-# # GENERAL SECTION NOTES 1. TYPICAL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 3. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 4. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 5. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 6. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) SECTION SYMBOL LEGEND EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOF ASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDER BLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD 7 6 5 4 3 2 1 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 3' - 6 " GU A R D R A I L 3' - 6 " M I N . GU A R D R A I L 15'-0" F.O. FINISH TO PROPERTY LINE 10'-1" F.O. FINISH TOPROPERTY LINE 10'-0" TOPROP. LINE 15'-0"15'-0"15'-0" 3' - 1 0 1/2 " +128'-1 3/4"T.O. PARAPET +129'-3 1/4" T.O. RAIL +128'-1" T.O. PARAPET +117'-7 1/4" T.O. RAIL +124'-4 1/2" B.O. SOFFIT +113'-1 1/2" B.O. SOFFIT+112'-9 1/2" B.O. SOFFIT ES-01 ES-03 ES-01 ES-01 ES-01 ES-03 ES-01 ES-02 ES-01 ES-02 ES-02 ES-01 UNIT ALIVING / DININGUNIT AKITCHENUNIT AENTRY HALL UNIT AUPPER HALL UNIT APRIMARY BEDROOM UNIT BGARAGE UNIT BKITCHEN / DININGUNIT BLIVINGUNIT BBEDROOM SUITE 1 UNIT BROOF DECK UNIT BBEDROOM SUITE 2 UNIT AUNCOVEREDROOF DECK UNIT ABEDROOM 1UNIT BENTRY UNIT BBATH 2 UNIT ABEDROOM 3 UNIT A3RD FLOORHALL UNIT APRIMARYBALCONY ESTABLISHEDGRADE +103.5' UNIT ACOVEREDROOF DECK PR O P . L I N E FR O N T SE T B A C K 3R D L E V E L ST E P B A C K RE A R SE T B A C K 3R D L E V E L ST E P B A C K COVERED PARKING J H G FK 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 3'-1" F.O.FINISH TOPROP. LINE 11'-5" F.O.FINISH TOPROP. LINE 6'-111/4"12'-83/4" 3'-0"2'-0"2'-0"3'-0" +135'-10" ROOF PEAK +128'-1 1/2"T.O. PARAPET +128'-1 1/2"T.O. PARAPET +113'-0 1/4"B.O. SOFFIT ES-01 ES-01 ES-01 ES-02 UNIT ABEDROOM 2 UNIT AHALL UNIT AKITCHEN UNIT ACOURTYARD UNIT AROOF DECK ESTABLISHEDGRADE +103.5' 3 12 SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E PR O P . L I N E F G H J K 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 3'-0"2'-0"2'-0"3'-0" +135'-10" ROOF PEAK +128'-1 1/2"T.O. PARAPET +128'-1 1/2"T.O. PARAPET +113'-0 1/4" B.O. SOFFIT 71/2" OVERHANG ES-01 ES-01 ES-01 UNIT AKITCHENUNIT ACOURTYARD UNIT ABEDROOM 2UNIT AHALL UNIT AROOF DECK ESTABLISHEDGRADE +103.5' 3 12 SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E PR O P . L I N E SCALE: 1/4" = 1'-0"1 Section @ Grid G.2 SCALE: 1/4" = 1'-0"2 Section @ Grid 2.4 SCALE: 1/4" = 1'-0"3 Section @ Grid 2.9 ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 BUILDING SECTIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A306 xW-# # GENERAL SECTION NOTES 1. TYPICAL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 3. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 4. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 5. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 6. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) SECTION SYMBOL LEGEND EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOF ASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDER BLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD 1 2 3 4 5 6 7 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 15'-0" F.O. FINISH TOFRONT PROPERTY LINE 15'-0" TO FRONT PROPERTY LINE 15'-0" 15'-0"10'-0" 10'-1" F.O. FINISH TOPROPERTY LINE 2' - 5 3/4 " 1'- 1 1/2 " +128'-1 3/4" T.O. RAIL +125'-7 3/4" T.O. PARAPET +128'-1 3/4" T.O. PARAPET +114'-10 1/4" T.O. WOOD TRELLIS +113'-1 3/4" B.O. SOFFIT +111'-8 1/2"B.O. SOFFIT +112'-9 1/2" B.O. SOFFIT +122'-4" B.O. SOFFIT +123'-3 3/4" B.O. SOFFIT +128'-1 3/4" T.O. PARAPET +116'-5" T.O. PARAPET +117'-6 1/2" T.O. RAIL 81/4" OVERHANG63/4" OVERHANG ES-02 ES-01 ES-01 R-02 R-02 R-02 ES-02 ES-01 ES-01 ES-01 UNIT ALIVING / DINING UNIT AKITCHEN UNIT AENTRY HALL UNIT ABATH 2UNIT ABEDROOM 2 UNIT APRIMARY BATH UNIT AGARAGE UNIT BKITCHEN / DINING UNIT BLIVING UNIT BCOVERED BALCONY UNIT BUNCOVEREDROOF DECK UNIT B3RD FLOOR HALL UNIT AUNCOVEREDROOF DECK UNIT ACOVERED PARKING UNIT ACOVEREDFRONT ENTRY UNIT ACOVEREDROOF DECK ESTABLISHEDGRADE +103.5' UNIT BCOVEREDROOF DECK PR O P . L I N E FR O N T SE T B A C K 3R D L E V E L ST E P B A C K FR O N T SE T B A C K 3R D L E V E L ST E P B A C K F G H J K 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 3'-1" F.O.FINISH TOPROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 2'-0"3'-0"3'-0"2'-0" 63/4" OVERHANG 63/4" OVERHANG 93/4" +135'-10" ROOF PEAK +128'-1 3/4"T.O. PARAPET ES-01 ES-01 UNIT AFOYER A UNIT ABATH 2UNIT ALAUNDRY UNIT A3RD FLOOR HALL UNIT ASTORAGE/MECH UNIT ASTAIRS UNIT AHALL ESTABLISHEDGRADE +103.5' UNIT APOWDER 3 12 3 12 PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E J H G FK 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 7'-6" F.O. FINISHTO PROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 3'-0"2'-0"2'-0"3'-0" +135'-10" ROOF PEAK +128'-1 1/2"T.O. PARAPET 63/4" OVERHANG 63/4" OVERHANG 93/4" UNIT ABATH 2 UNIT AFOYER UNIT APOWDER 2 UNIT ALAUNDRY UNIT AHALL UNIT ASTAIRS ESTABLISHEDGRADE +103.5' UNIT AHALL UNIT ASTAIRS 3 12 3 12 PR O P . L I N E PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K SCALE: 1/4" = 1'-0"1 Section @ Grid J.2 SCALE: 1/4" = 1'-0"2 Section @ Grid 3.5 SCALE: 1/4" = 1'-0"3 Section @ Grid 3.9 ALL EXTERIOR MATERIALS MUST COMPLY WITH SECTION R327 OF THE CALIFORNIA RESIDENTIAL CODE ID DESCRIPTION DATE 01 02 Coastal Development Permit Coastal Development Resubmittal 3/3/23 6/1/23 30 3 _ 3 0 5 F e r n l e a f REVISION HISTORY: CO A S T A L D E V E L O P M E N T P E R M I T sagemodern 601 4th Street - Unit 129 San Francisco, CA 94107 www.sagemodern.com ph. 415 319 5566 f. 415 373 9172 All drawings and written material appearing herein constitutecopyright © work of the architect and may not be duplicated,used or disclosed without the written consent of the architect. Title:305 BUILDING SECTIONS Sheet: FE R N L E A F A V E N U E NE W P O R T B E A C H C A 9 2 6 2 5 Renewal Date S T ATEOFCALIF O RNIA LI C ENSE ARCHIT EC T D Renewal Date CA ARD GINA SICILIANO No.C-35875 4-30-25 A307 xW-# # GENERAL SECTION NOTES 1. TYPICAL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE SHEET A500 FOR SLAB, FLOOR, ROOF ASSEMBLY DETAILS AND A501 FOR WALL ASSEMBLY DETAILS. 3. SEE SHEET G004 FOR ADDITIONAL PERFORMANCE SPECIFICATIONS. 4. SEE SHEET A600 FOR DOOR AND WINDOW SCHEDULES. 5. SEE SHEET A760 FOR APPLIANCE AND PLUMBING FIXTURE SCHEDULES. 6. AT ALL CASEMENT EGRESS WINDOWS, THE CRANK MECHANISM SHALL NOT REDUCE THE REQUIRED HEIGHT AND WIDTH OF THE EGRESS AREA AS REQUIRED BY CODE. 1 HOUR FIRE RATED ASSEMBLY: KEY NOTE FLOOR, SLAB, ROOF OR WALL ASSEMBLY TAG(SEE A501 AND A502) SECTION SYMBOL LEGEND EXTERIOR MATERIAL LEGEND TYPE CEILING FINISH HARDSCAPE ROOFING SIDING STUCCO/PLASTER ID ES-01 ES-02 ES-03 HS-01 R-01 R-02 ES-03 ES-01 ES-02 DESCRIPTION 3-COAT STUCCO - SMOOTH FINISH 3-COAT STUCCO - SAND FINISH WOOD SOFFIT PERMEABLE PAVERS UL CLASS A LOW-SLOPE ROOFASSEMBLY UL CLASS A SLOPED ROOF ASSEMBLY WOOD SIDING 3-COAT STUCCO - SMOOTHFINISH 3-COAT STUCCO - SAND FINISH SIZE 1" THICK 1" THICK 1X6 TBD 1X6 1" THICK 1" THICK FINISH WHITE - TBD BLACK - TBD STAIN - COLOR: TBD TBD GACODECK- GACOFLEX U-66LIQUID MEMBRANE, LIGHT GRAY ASPHALT SHINGLES - CINDER BLACK STAIN - COLOR: TBD WHITE - TBD BLACK - TBD J H G FK 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 9' - 1 1/4 " 9' - 3 1/ 4 " 7'-6" F.O. FINISHTO PROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 11'-5" F.O. FINISHTO PROP. LINE 3'-0"2'-0"2'-0"3'-0" +128'-4 3/4" ROOF PEAK +114'-10 1/4"T.O.WOOD TRELLIS +116'-5" 63/4" OVERHANG 63/4" OVERHANG ES-01 ES-01 UNIT APOWDER 1 UNIT ABEDROOM 3 UNIT ABEDROOM 1 ESTABLISHEDGRADE +103.5' UNIT ABEDROOM 3 3 12 3 12 3 12 PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E F G H J K 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 7'-6" F.O. FINISHTO PROP. LINE 11'-5" F.O. FINISHTO PROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 3'-0"2'-0"2'-0"3'-0" +128'-4 3/4" ROOF PEAK +116'-5" +114'-10 1/4" T.O. TRELLIS 63/4" OVERHANG 63/4" OVERHANG 63/4" OVERHANG 93/4" ES-01 ES-01 ES-01ES-01 ES-01 ES-01 UNIT APOWDER 1 UNIT ABEDROOM 3 UNIT ABEDROOM 1 ESTABLISHEDGRADE +103.5' 3 12 3 12 3 12 UNIT AWIC 3 PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E J H G FK 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 63/4" OVERHANG 3'-1" F.O.FINISH TOPROP. LINE 3'-1" F.O.FINISH TOPROP. LINE 63/4" OVERHANG 3'-0"2'-0"2'-0"3'-0" 63/4" OVERHANG 63/4" OVERHANG +135'-10 1/2" ROOF PEAK +125'-11 1/4" +111'-8 1/2"B.O. SOFFIT +113'-1 3/4" B.O. SOFFIT +125'-11 1/2"93/4"93/4" ES-01 ES-01 UNIT BSTAIRS UNIT BFOYER ESTABLISHEDGRADE +103.5' UNIT BSTAIRS 3 12 3 12 PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K 3R D L E V E L ST E P B A C K PR O P . L I N E J H G FK 1st LEVEL 104.00' 2nd LEVEL 114.31' 3rd LEVEL 124.64' MAX. FLAT ROOF 131.50' MAX. SLOPED ROOF 136.50' 3'-1" F.OFINISH TOPROP. LINE 3'-1" F.OFINISH TOPROP. LINE 8' - 1 1 3/4 " 3'-0"2'-0"2'-0"3'-0" +128'-1 1/2"T.O. PARAPET +128'-1 3/4"T.O. PARAPET +117'-6 1/2" T.O. RAIL +116'-5"T.O. PARAPET +111'-8 1/2"B.O. SOFFIT +112'-9 1/2" B.O. SOFFIT +123'-3 3/4" B.O. SOFFIT +122'-4"B.O. SOFFIT ES-01ES-01 ES-01 ES-01 ES-01 ES-01 ES-01 ES-03 UNIT BCOVERED BALCONY UNIT BBEDROOM 1 UNIT BROOF DECK ESTABLISHEDGRADE +103.5' PR O P . L I N E SI D E SE T B A C K 3R D L E V E L ST E P B A C K 3R D L E V E L ST E P B A C K SI D E SE T B A C K PR O P . L I N E SCALE: 1/4" = 1'-0"1 Section @ Grid 4.1 SCALE: 1/4" = 1'-0"2 Section @ Grid 4.3 SCALE: 1/4" = 1'-0"3 Section @ Grid 5.1 SCALE: 1/4" = 1'-0"4 Section @ Grid 6.5