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HomeMy WebLinkAboutCDP 2022-0024; DECHAMPSAVIN RESIDENCE; Planning CommissionCf) w 0 z STORMWATER CONCRETE WASHOUT (SW1) CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORM WATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS (SW2) A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES (SW3) A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL (SW4) EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. (SW5) NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. (SW6) DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. (SW7) REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. (SW8) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. (SW9) WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE (SW10) STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL STORED ON-SITE. (SW11) ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING (SW12) CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF CARLSBAD SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF CARLSBAD STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUB- CONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT (SW13) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CAR.RY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. (SW14) NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGE INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. (SW15) MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE "HAZARDOUS WASTE HOTLINE" TOLL FREE AT (300) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL "EDCO" AT (760) 436-4151. (SW16) POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. (SW17) PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. (SW18) ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. VICINITY MAP PROJECT SITE -----~ GREEN BUILDING STANDARDS CGC1 THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROM BUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEER THAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION AND DRAINAGE DURING CONSTRUCTION. BMPS THAT ARE CURRENTLY ENFORCED BY THE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THE BUILDING DEPARTMENT. CGC 4.106.3. CGC2 A MIN OF 65% OF CONSTRUCTION WASTE IS TO BE RECYCLED. CGC 4.408.1. CGC3 THE BUILDER IS TO PROVIDE AN OPERATION MANUAL (CONTAINING INFORMATION FOR MAINTAINING APPLIANCES, ETC.) FOR THE OWNER AT TIME OF FINAL INSPECTION. CGC 4.410.1. CGC4 DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE COVERED. CGC4.504.1. CGC5 voes MUST COMPLY WITH THE LIMITATIONS LISTED IN SEC4.504.3 AND TABLES 4.504.1, 4.504.2, 4,504.3, AND 4.504.5 FOR: ADHESIVES, PAINTS AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC 4.504.2. CGC6 IF PROVIDED, WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. THE COVERS OR LOUVERS SHALL HAVE MIN R4.2 INSULATION. CGC 5.507.1. CGC7 BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY A HUMIDSTAT. CGC4.506.1. CGC8 HEATING AND AC SHALL BE SIZED AND SELECTED BY ACCA MANUAL J OR ASHRAE HANDBOOK OR EQUIVALENT. THE DUCT SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE OF THE ACCA METHODS LISTED IN CGC SECTION 4.507.2. CGC9 PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDING STANDARDS CERTIFICATION FORM AND GIVE TO THE BUILDING DEPARTMENT OFFICIAL TO BE FILED WITH THE APPROVED PLANS. CGC10 LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS. CGC 4.304.1. CGC11 WHEN A SHOWER IS PROVIDED WITH MULTIPLE SHOWER HEADS, THE SUM OF FLOW TO ALL THE HEADS SHALL NOT EXCEED THE 20% REDUCED LIMIT, OR THE SHOWER SHALL BE DESIGNED SO THAT ONLY ONE HEAD IS ON AT A TIME. CGC 4.303.2. CGC12 THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THE JURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT, PER CGC 4.408.2. CGC13 THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODS SPECIFIED IN SECTION 4.505.3. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE METHODS LISTED IN CGC 4.505.3. CGC14 STORM WATER DRAINAGE/RETENTION DURING CONSTRUCTION: PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION BY ONE OF THE FOLLOWING: A. RETENTION BASINS; B. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER APPROVED METHOD. CGC 4.106.2. CGC15 GRADING AND PAVING. SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS (SWALES, WATER COLLECTION, FRENCH DRAINS, ETC). CGC 4.106.3. EXCEPTION: ADDITIONS NOT ALTERING THE DRAINAGE PATH. CGC16 ELECTRIC VEHICLE CHARGING. NOTE ON THE PLANS THAT ELECTRICAL VEHICLE SUPPLY EQUIPMENT (EVSE) IS REQUIRED IN NEW ONE AND TWO FAMILY DWELLINGS AND TOWNHOMES WITH ATTACHED GARAGES. SHOW ON THE PLANS THE LOCATION OF THE ELECTRICAL VEHICLE SUPPLY EQUIPMENT. THE EVSE MUST CONSIST OF MINIMUM 1" CONDUIT EXTENDING FROM THE MAIN PANEL TO A JUNCTION BOX WHERE THE EVSE RECEPTACLE WILL BE PROVIDED. THE MAIN SERVICE PANEL MUST BE SIZED TO ACCOMMODATE 2081240 VOLT, 40 AMP DEDICATED BRANCH CIRCUIT. CGC 4.106.4. CGC17 NOTE ON THE PLANS THAT THE GAS FIREPLACE($) SHALL BE A DIRECT-VENT SEALED COMBUSTION TYPE. WOODSTOVE OR PELLET STOVES MUST BE US EPA PHASE II RATED APPLIANCES. CGC 4.503.1. CGC18 SHOW COMPLIANCE WITH THE FOLLOWING TABLE FOR NEW/REPLACED FIXTURES, PER CGC 4.303.1. FIXTURE FLOW RATES FOR INDOOR WATER USE FIXTURE TYPE MAX FLOW RATE@~ 20% REDUCTION SHOWERHEADS 1.8 GPM @80psi LAVATORY FAUCETS, RESIDENTIAL 1.2 GPM@60psi (2) KITCHEN FAUCETS 1.8 GPM @60psi GRAVITY TANK-TYPE WATER CLOSETS 1.28 G/FLUSH (1) FLUSHOMETER TANK WATER CLOSETS 1.28 GIFLUSH (1) FLUSHOMETER VALVE WATER CLOSETS 1.28 G/FLUSH (1) ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 1.28 G/FLUSH (1) (1) INCLUDES SINGLE AND DUAL FLUSH WATER CLOSETS WITH AN EFFECTIVE FLUSH OF 1.28 GALLONS OR LESS. SINGLE FLUSH TOILETS -THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GALLONS. THE EFFECTIVE FLUSH VOLUME IS THE AVER.AGE FLUSH VOLUME WHEN TESTED IN ACCORDANCE WITH ASME A112.19.233.2. DUAL FLUSH TOILETS-THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.23 GALLONS. THE EFFECTIVE FLUSH VOLUME IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. FLUSH VOLUMES WILL BE TESTED IN ACCORDANCE WITH ASME A112.19.2 AND ASME A 112.19.14. (2) LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATE LESS THAN 0.8 GPM@20psi. PROJECT DATA PROJECT ADDRESS PROJECT DESCRIPTION APN LEGAL DESCRIPTION OCCUPANCY CONSTRUCTION TYPE ZONE LOT AREA BUILDING AREAS (E) 1 ST FLR SFR AREA (N) 1 ST FLR SFR AR.EA (N) 2ND FLR SFR AREA (E) GARAGE AREA LOT COVERAGE (40% ALLOWABLE) FLOOR AREA RATIO GRADING PARKING FIRE SPRINKLERS -------~ = 4924 LOMA LAGUNA DR CARLSBAD, CA 92008 = ADDITION TO, AND REMODELING OF,AN EXISTING ONE-STORY SINGLE FAMILY RESIDENCE. ADDITION OF A MASTER SUITE AND RECONFIGURATION OF EXISTING BEDROOMS AND BATHROOMS. = 207-280-33-00 = TR 7292 LOT 30 = R3 = VB = R-1 /COASTAL = 7,560sf 1,363 SF 39 SF 476 SF 1,878 SF 476SF 476 SF = 1,878 + 7,560 = 24.8% = NIA = NONE PROPOSED OR REQUIRED = EXISTING TWO-CAR GARAGE = NONE GOVERNING CODES PART2: PART 2.5: PART 3: PART 4: PART 5: PART 6: PART9: PART11: 2019 CA BUILDING CODE 2019 CA RESIDENTIAL CODE 2019 CA ELECTRICAL CODE 2019 CA MECHANICAL CODE 2019 CA PLUMBING CODE 2019 CA ENERGY CODE 2019 CA FIRE CODE 2019 CA GREEN BLDG STNDS CODE PROJECT TEAM OWNER ARCHITECT SHEET INDEX AOOO A001 A100 A101 A102 A104 A200 A201 HALLIE THOMPSON & MATHIEU DE CHAMPSAVIN 4924 LOMA LAGUNA DR CARLSBAD, CA 92008 (858) 602-2486 matdechamp@gmail.com MARCELA & LOGAN, ARCHITECTS INC 1106 SECOND ST #561 ENCINITAS, CA 92024 (619) 807-0640 LOGAN ANDERSON, AIA logan@marce!alogan.com TITLE SHEET SITE PLAN & PROJECT AREA DIAGRAMS DEMOLITION PLAN 1ST FLOOR PLAN 2ND FLOOR PLAN ROOF PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS RC E LA LOGAN H TECTS © 2022 MARCELA & LOGAN, ARCHITECTS inc. ALL RIGHTS RESERVED. This Drawing is an instrument of service and is the sole property of Marcela & Logan, Architects, (M&L,A). Any use of this drawing without written consent by Marcela and Logan, Architects is prohibited. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawing are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or design conditions. Written dimensions shall govern. 1106 Second St #561 Encinilas. CA 92024 M 760 473 0305 L 619 807 0640 www.marcelalogan.com STAMP • PROJECT APR 30, 2023 ENEWAL DAT OF C~l\ • CITY OF CARLSBAD PLANNING COMMISSION Case Name: DECHAMPSAVIN RESIDENCE Case No.: CDP 2022-0024 Exhibit No.: A-H Date: Decemb.er 7, 2022 DECHAMPSAVIN ADDITION CARLSBAD JOB 21, 17 DATES APR 7, 2022 DWG# TITLE SHEET ------------------ I CENTERLINE, TYP > / / / / I / / / ENTRY WALK ,I \ 18.0' WIDE L CONCRETE ~ DRIVEWAY ' / / PROPERTY LINE. TYP _/ / SETBACK LINE, TYP _/ 6.0' HIGH WOOD FENCE, TYP SITE PLAN SCALE: 1" = 10'-0" EB .. --·1--I I -+-I ~"'-~-n -,----1' : i >--i____c-"l.._:_ , __ , ___ ., <: I ' "--''-L-'---' ' ~~-L-!-~--.... -, \ __ HATCH REFLECTS (N) 2ND STORY SFR ADDITION (E) TWO-CAR GARAGE / (E) ONE-STORY SINGLE FAMILY RESIDENCE (E) BUILDING OUTLINE, TYP \ __ LANDSCAPED / AREA 7, ~ / , c;: V ; / I LEGEND: I [:>d LOT COVERAGE FOOTPRINT I ,._ ____________________ _ LOT COVERAGE AREA DIAGRAM SCALE: 3/32" = 1 '-0" E9 RC E LA LOGAN H TECTS © 2022 MARCELA & LOGAN, ARCHITECTS inc. ALL RIGHTS RESERVED. This Drawing is an instrument of service and is the sole property of Marcela & Logan, Architects, (M&L,A). Any use of this drawing without written consent by Marcela and Logan, Architects is prohibrted. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques, sequences1 or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawing are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or design conditions. Written dimensions shall govern. 1106 Second St #561 Encinitas, CA 92024 M 760 473 0305 L 619 807 0640 www.marcela!ogan.com STAMP • PROJECT APR 30, 2023 ENEWAL DAT Cr>.\.\ DECHAMPSAVIN ADDITION CARLSBAD JOB 21, 17 DATES APR 7, 2022 DWG# SITE PLAN & PROJECT AREA DIAGRAMS I I I I i I I I I I i I I I L ---------------_J (E) TWO-CAR GARAGE I +8FT ! I ~ ( 8 -~ --=s= ---~--~ ' r! I \ II i'i \ II 1~8~ ·, II -. j ~ .JJ :'.:::J• 0 Im ' • " Ii (E) KITCHEN [ (E) DINING I +8FT ! 0: I +8FT '---~ ~7 " 0, i J;: I j /!l (E) LIVING I +8FT I !\\° . - 1 ST FLOOR DEMOLITION PLAN SCALE: 1/4" = 1 '-0" --. ' I I : i I I I I I ; ' ' (E) BED 1 1 (E) BED 2 --. ~ i +8FT; j +8FT, I I I I I I\ ( I I I I I ! ' ' ' □ ) ~ -'-- L) • ~ (E) WIC ' J (E) BATH 10,: i +8FT I I •8FTI v· (E) M BED :X --- ,/\0] n~,\""H2 X ' ' I V f+8FT 1 '-------' 0 ... - . U) w 0 z FLOOR PLAN LEGEND 1. REMOVE ALL DASHED/HATCHED WALLS AND/OR OBJECTS = (E) WALL TO REMAIN = (N) 2x WALL 2x6@EXTERIOR 2x4 @INTERIOR, TYP/UON RCELA LOGAN H TECTS © 2022 MARCELA & LOGAN, ARCHITECTS inc. ALL RIGHTS RESERVED. This Drawing is an instrument of service and is the sole property of Marcela & Logan, Architects, (M&L,A). Any use of this drawing without written consent by Marcela and Logan, Ard1itects is prohibited. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawing are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or design conditions. Written dimensions shall govern. 1106 Second St #561 Encinitas, CA 92024 M 760 473 0305 L 619 807 0640 www.marcelalogan.com STAMP f.D AR ,11~Nf AN • C-34208 • APR 30, 2023 ENEWAL DAT OF CJI\.\ PROJECT DECHAMP~~XI~ CARLSBAD JOB 21, 17 DATES APR 7, 2022 DWG# DEMOLITION PLAN ' ' "' " ,, ' ' ' ,, ,. ]' So ' "' N ' I' ! ,,_ ' Co N ' ' ;_, ,, ' I ' I I ' I I ' I I I L ' 6) ,, 5' -2" , 21' 0" - ---------- (E)TWO-CAR GARAGE I +8FT I ( ' ~ ' --J t .~I ::J 1 ' (E) ~-ITC~ENf ]1· , +BFT] ~ -- 0 7 el " K .11' ~ \ ---' I / ,, 1ST FLOOR PLAN SCALE: 1/4' = 1 '-0" ., , ' ,, I' ' I ' I ! I ' ' I ' I _j 0 -----' So ;-.. -' "' - ' . ,, ro, . s'.:I r------------------- 1! r I 1! ,. I ,, 1: I I i Ii 9, Ii 1! I A I 'j a!,. ,: I I \ I: :1 ,, ,, I ~. I! ,, ' ,, <' (E) DINING ' ' : +BFT' __ , ~ (E) LIVING I +BFT I 53'-10" -, -10' 6" 22' 4" , +- +-i : I ,, I I 1: \ ,, \~ ! I I ,UP I I I I I I (E) BED 1 I I +8FT I I I I I I ( I I I\, I I I I ' ' I I I • I I -~ ~ • l) (E) WIC I (E) BA TH 1 1/\,. I +8FT' 0: I +8FT I ~ t OJ I 1,//\ ~ -I l (E) ciATH 2 I '>(c: ~ +8FT _J -- 0 / SH -- 48' -8" " '! I ! ! I I ' I i I ' ' I ' ' ' ' +- (E) BED 2 I +BFT I □ BED3 .-----, ! +BFT -· -- 1, , (_f) w 0 z FLOOR PLAN 1. DIMENSIONS TO BE VERIFIED IN FIELD AND ALL CONCERNS BROUGHT TO THE ATTENTION OF THE ARCHITECT 2. EXTERIOR DOORS SHALL HAVE LANDINGS NOT MORE THAN 7-3/4" BELOW THE TOP OF THE THRESHOLD 3. ALL EXISTING "NONCOMPLAINT" FIXTURES (TOILETS THAT USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH, SHOWERHEADS THAT HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF WATER PER MINUTE, AND INTERIOR FAUCETS THAT EMIT MORE THAN 2.2 GALLONS OF WATER PER MINUTE) SHALL BE REPLACED. CERTIFICATION OF COMPLAINCE SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO FINAL PERMIT APPROVAL 4. ALL DOMESTIC HOT WATER PIPING TO HAVE THE FOLLOWING MINIMUM INSULATION INSTALLED: 1/2" PIPE (1/2" INSULATION); 3/4" PIPE (1" INSULATION): 1" TO 1-112" PIPE (1-1/2" INSULATION). ADDITIONALLY, THE 112" HOT WATER PIPE TO THE KITCHEN SINK, AND THE COLD WATER PIPE WITHIN 5' OF THE WATER HEATER BOTH REQUIRE 1" MINIMUM INSULATION 5. BELOW GRADE HOT WATER PIPING IS REQUIRED TO BE INSTALLED IN A WATERPROOF AND NON- CRUSHABLE SLEEVE OR CASING THAT ALLOWS FOR REPLACEMENT OF BOTH THE PIPING AND INSULATION 6. NEW SFD OUTDOOR LIGHTING FIXTURES THAT ARE ATTACHED TO A BUILDING ARE REQUIRED TO BE HIGH EFFICACY, BE MANUALLY ON/OFF SWITCH CONTROLLED, AND HAVE BOTH MOTION SENSOR AND PHOTOCELL CONTROL LEGEND e>)//>:;<;@1/:x:< = (E) WALL TO BE REMOVED = (E) WALL TO REMAIN = (N) 2x WALL 2x6 @ EXTERIOR 2x4@ INTERIOR, TYP/UON RC E LA LOGAN T E C T S © 2022 MARCELA & LOGAN, ARCHITECTS inc. ALL RIGHTS RESERVED. This Drawing is an instrument of service and is the sole property of Marcela & Logan, Architects, (M&L,A). Any use of this drawing without written consent by Marcela and Logan, Architects is prohibited. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, far the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawing are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or design conditions. Written dimensions shall govern. 1106 Second St #561 Encinitas, CA 92024 M 760 473 0305 L 619 807 0640 wv,;w.marcelalogan.com STAMP sf.D AR ,~~NE AN • C·34208 • APR30, 2023 ENEWAL DATE OF Ct>.l\\ PROJECT DECHAMPSAVIN ADDITION CARLSBAD JOB 21, 17 DATES APR 7, 2022 DWG# 1 ST FLOOR PLAN I, 21' -O" , I! , ' /"\ (~ ' ' r 77 ' I' ' -,' ! 1 "' '' ' b -co: :.(;Ni'.:; N - 6' -8" ', 3' -6" , 10' -10" , -' , ... : 1 ' [!] i!] ' □ ' C ~ .. : !' <:: i ! / . i o, I' b ----&, : ' 7 N [r) r----------------------------' -I ----------------' I • ~ 'is----_] ' i ~ 7T ' 'I 1: ii i' !I I X I' I ,! 'I I ,, ' I I I <! I, I ,, ,: I I I I I I I 1: 'I I 1: I I I I b DN 7 ii i: 7 I ! I ,1 ' I I ,, I I ' I ,1 a,-' ,I ,I I I I' I :1 I I i I I J ! ,, I !1 I !I i :, ' !1 •! ' ' I I' ' -I ' I i I ' ' ! I I 6' -!" I 6' -10" 7' -6" L, ' , , ! , ,, , 7i 71 I i I I ' I ' I I I I I ' I I I I I I I I I I I I I I i I I I I I I I I I I I I L---------------------------------------------------------------~ (J) 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" w 0 z I ' FLOOR PLAN 1. DIMENSIONS TO BE VERIFIED IN FIELD AND ALL CONCERNS BROUGHT TO THE ATTENTION OF THE ARCHITECT 2. EXTERIOR DOORS SHALL HAVE LANDINGS NOT MORE THAN 7-314" BELOW THE TOP OF THE THRESHOLD 3. ALL EXISTING "NONCOMPLAINT" FIXTURES (TOILETS THAT USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH, SHOWERHEADS THAT HAVE A FLOW CAPACITY OF MORE THAN 2.5 GAULONS OF WATER PER MINUTE, AND INTERIOR FAUCETS THAT EMIT MORE THAN 2.2 GALLONS OF WATER PER MINUTE) SHALL BE REPLACED. CERTIFICATION OF COMPLAINCE SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO FINAL PERMIT APPROVAL 4. ALL DOMESTIC HOT WATER PIPING TO HAVE THE FOLLOWING MINIMUM INSULATION INSTALLED: 112" PIPE (112" INSULATION); 314" PIPE (1" INSULATION); 1" TO 1-112" PIPE (1-1/2" INSULATION). ADDITIONALLY, THE 1/2" HOT WATER PIPE TO THE KITCHEN SINK, AND THE COLD WATER PIPE WITHIN 5' OF THE WATER HEATER BOTH REQUIRE 1" MINIMUM INSULATION 5. BELOW GRADE HOT WATER PIPING IS REQUIRED TO BE INSTALLED IN A WATERPROOF AND NON- CRUSHABLE SLEEVE OR CASING THAT ALLOWS FOR REPLACEMENT OF BOTH THE PIPING AND INSULATION 6. NEW SFD OUTDOOR LIGHTING FIXTURES THAT ARE ATTACHED TO A BUILDING ARE REQUIRED TO BE HIGH EFFICACY, BE MANUALLY ON/OFF SWITCH CONTROLLED, AND HAVE BOTH MOTION SENSOR AND PHOTOCELL CONTROL LEGEND = (E) WALL TO REMAIN = (N) 2x WALL 2x6 @EXTERIOR 2x4@ INTERIOR, TYP/UON RC ELA LOGAN H T E C T S © 2022 MARCELA & LOGAN, ARCHITECTS inc. ALL RIGHTS RESERVED. This Drawing is an instrument of service and is the sole property of Marcela & Logan, Arcl'litects, (M&L,A). Any use of this drawing without written consent by Marcela and Logan, Architects is prohibH:ed . The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawing are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or design conditions. Wrttten dimensions shall govern. 1106 Second St #561 Encinitas, CA 92024 M 760 473 0305 L 619 807 0640 \WJW.marce!alogan.com STAMP tD ARc ,~~NE 4Nb ~,,,,,, ~ • C-34208 • PR 30, 2023 ENEWAL DAT OF C~\.\ PROJECT DECHAMPSAVIN ADDITION CARLSBAD JOB 21, 17 DATES APR 7, 2022 DWG# 2ND FLOOR PLAN r------------- 1 I I I I I I I I I I I I I I 24" I I I I I I I I I I I I I I Cl 4:12 ( Cl ::i__j ____ T _____ _ -I ~ 4:12 ) \ L O'HAGIN ROOF VENT, TYP 24" I I I I I I I I I I r--- 1 I I I _____________ j 1 ~ ALUMINUM DOWNSPOUT ALUMINUM GUTTER ' I BUILDING PERIMETER, TYP ,----------------------------7 I I __________ J I I I I I I I I I I I I I I I I I I I I I I I I I I (E) ROOF TO REMAIN -~ I I I I I I I I I I I I I I L---------------------------------------------------------------~ w ROOF PLAN SCALE: 1/4" = 1'-0" 0 z ROOF PLAN §R806.1 ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1116" MINIMUM TO 114" MAXIMUM OPENINGS. §R806.2 THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 11150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 11300; IS PERMITTED PROVIDED THAT AT LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. AS AN ALTERNATIVE, THE NET FREE CROSS-VENTILATION AREA MAY BE REDUCED TO 11300; WHEN A CLASS I OR II VAPOR BARRIER IS INSTALLED ON THE WARM- IN-WINTER SIDE OF THE CEILING. §R806.2 WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR A MINIMUM OF A 1-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. §R806.5 ENCLOSED RAFTER SPACES DO NOT REQUIRE VENTING IF THE FOLLOWING SPECIFIC INSULATION DESIGN IS USED: • IFTHE INSULATION IS AIR-PERMEABLE AND IT IS INSTALLED DIRECTLY BELOW THE ROOF SHEATHING WITH RIGID BOARD OR SHEET INSULATION WITH A MINIMUM R-5 VALUE INSTALLED ABOVE THE ROOF SHEATHING. (OR) • IFTHE INSULATION IS AIR-IMPERMEABLE AND IT IS IN DIRECT CONTACT WITH THE UNDERSIDE OF THE ROOF SHEATHING. (OR) • IF TWO LAYERS OF INSULATION ARE INSTALLED BELOW THE ROOF SHEATHING: AN AIR-IMPERMEABLE LAYER IN DIRECT CONTACT WITH THE UNDERSIDE OF THE ROOF SHEATHING AND AN ADDITIONAL LAYER OF AIR PERMEABLE INSULATION INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE INSULATION. §R807.1 BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER. THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. WHEN LOCATED IN A WALL, THE OPENING SHALL BE MINIMUM OF 22 INCHES WIDE BY 30 INCHES HIGH. WHEN THE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. SEE THE CALIFORNIA MECHANICAL CODE FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. 1. NEW ROOF ASSEMBLIES TO ACHIEVE A CLASS 'A' ASSEMBLY 2. NEW ROOFING TO BE ASPHALT SHINGLE ROOFING, TIMBERLINE HD BY GAF. COLOR TO MATCH EXISTING RESIDENCE. ICC ESR-1475 3. ATTIC AREA REQUIRING VENTING: 476sf USE O'HAGIN "M" STYLE VENTS, 98.75si I VENT. (476 x 144) + 150 = 456.96si; 456.96 + 98.75 = 4.63 VENTS lfil REQUIRED. INSTALL~ VENTS HIGH AND l VENTS LOW. RC ELA LOGAN H TECTS © 2022 MARCELA & LOGAN, ARCHITECTS inc. ALL RIGHTS RESERVED. This Drawing is an instrument of service and is the sole property of Marcela & Logan, Architects, (M&L,A). Any use of this drawing without written consent by Marcela and Logan, Architects is prohibited. The arctiitect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawing are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or design conditions. Written dimensions shall govern. 1106 Second St #561 Encinitas, CA 92024 M 760 473 0305 L 619 807 0640 www.marcelalogan.com STAMP 'i,tll ARC ... ~ 1i~NE AJ; ~ • C-34208 • APR 30, 2023 ENEWALDAT OF C~ll PROJECT DECHAMPSAVIN ADDITION CARLSBAD JOB 21, 17 DATES APR 7, 2022 DWG# ROOF PLAN I l -r l (i) I 1 5 NORTH ELEVATION s@ SCALE: 114" = 1'-0" ® I G) ! l @ I f 3 ' ' I I 0 ' 1 I ' ii CJ) ELEVATION w 1. <insert notes> 0 z 1_2NDCLG 6 ' 0, 2ND FLR ~ _, -i -- 2NDCLG 2ND FLR 1ST CLG 1ST FLR 1STCLG 1ST FLR ~ ~ C - ~ -"' ~ KEYNOTES ID DESCRIPTION EXISTING/FINISH GRADE 2 EXISTING BOARD & BATT SIDING 3 STUCCO SIDING 4 PAINTED WOOD HORIZONTAL BAND BOARD 5 +42" PAINTED METAL GUARDRAIL 6 PAINTED WOOD RAFTER TAIL 7 PAINTED WOOD FASCIA 8 ALUMINUM GUTTER 9 ASPHALT SHINGLE ROOFING RC E LA LOGAN H TECTS © 2022 MARCELA & LOGAN, ARCHITECTS inc. ALL RIGHTS RESERVED. This Drawing is an instrument of service and is the sole property of Marcela & Logan, Architects, (M&L,A). Any use of this drawing without written consent by Marcela and Logan, Architects is prohibited. The archttect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons perfonning any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawing are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or design conditions. Written dimensions shall govern. 1106 Second St #561 Encinitas, CA 92024 M 760 473 0305 L 619 807 0640 WNw.marcelalogan.com STAMP • PROJECT PR 30, 2023 NEWAL DAT CAI.I • DECHAMPSAVIN ADDITION CARLSBAD JOB 21, 17 DATES APR 7, 2022 DWG# BUILDING ELEVATIONS ---'-c-~ M' -· CD © 2 1 I 4 0 3 SOUTH ELEVATION SCALE: 1 /4" = 1 '-0" 4 3 0 I ®®® I I Cf) ELEVATION w 1. <insert notes> 0 z 5 1 --- 2ND CLG 2ND FLR 1STCLG 1ST FLR 2ND CLG 2ND FLR 1ST CLG 1ST FLR "' ' :;....r N KEYNOTES ID DESCRIPTION EXISTING/FINISH GRADE 2 EXISTING BOARD & BATT SIDING 3 STUCCO SIDING 4 PAINTED WOOD HORIZONTAL BAND BOARD 5 +42" PAINTED METAL GUARDRAIL 6 PAINTED WOOD RAFTER TAIL 1 PAINTED WOOD FASCIA 8 ALUMINUM GUTTER 9 ASPHALT SHINGLE ROOFING RC E LA LOGAN H T E C T S © 2022 MARCELA & LOGAN, ARCHITECTS inc. ALL RIGHTS RESERVED. This Drawing is an instrument of service and is the sole property of Marcela & Logan, Architects, (M&L,A). Any use of this drawing without written consent by Marcela and Logan, Architects is prohibited. The archH:ect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawing are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or design conditions. Written dimensions shall govern. 1106 Second St#561 Encinitas, CA 92024 M 760 473 0305 L 619 807 0640 www.marcelalogan.com STAMP $tD ARc ,i~NE 4J¥o '!t-~ l",p ~ '4- • C-34208 • APR 30, 2023 ENEWAL DAT OF CJl.1.\ PROJECT DECHAMPSAVIN ADDITION CARLSBAD JOB 21, 17 DATES APR 7, 2022 DWG# BUILDING ELEVATIONS