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HomeMy WebLinkAboutCDP 2021-0058; SULLIVAN ADU; Administrative DeterminationU) 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 ANO 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. (SW/) 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 CARRY 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, INCLIJDING 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 (800) 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 OR.DER 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. GREEN BUILDING STANDARDS CGC1 THE SITE SHALL BE PLANNED ANO 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. CGC 4.504.1. 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. CGC4.106.2. 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 DWELLINGSANDTOWNHOMES 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 208/240 VOLT, 40 AMP DEDICATED BRANCH CIRCUIT. CGC4.106.4. CGC17 NOTE ON THE PLANS THAT THE GAS FIREPLACE(S) 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 1.5 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 G/FLUSH (1) FLUSHOMETERVALVE 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 AVERAGE FLUSH VOLUME WHEN TESTED IN ACCORDANCE WITH ASME A112.19.233.2. DUAL FLUSH TOILETS -THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 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 A 112.19.2 AND ASME A 112.19.14. (2) LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATE LESS THAN 0.8 GPM@20psi. VICINITY MAP PROJECT SITE ------------~ PROJECT DATA PROJECT OWNER = COURTNEY & JAMIE SULLIVAN 1420YOURELLAVE CARLSBAD, CA 92008 (303) 882-7731 SLI1livan3c@gmai!.com PROJECTADDRESS = 1420YOURELLAVE CARLSBAD, CA 92008 PROJECT DESCRIPTION = PERMITTING OF AN EXISTING, PERMITTED TWO-STORY ACCESSORY STRUCTURE. EXISTING TWO-STORY STRUCTURE IS AN ADU OVER A TWO-CAR GARAGE, THE STRUCTURE ITSELF IS PERMITTED, BUT NOT AS AN ADU APN = 156-051-03-00 OCCUPANCY = R3 CONSTRUCTION TYPE = VB ZONE = R-1 LOT AREA BUILDING AREAS = 12,326sf (0.28 ac) (E) ONE-STORY RESIDENCE (E) ONE-CAR GARAGE PROPOSED ADU (E) TWO-CAR GARAGE LOT COVERAGE = (40% ALLOWABLE) FLOOR AREA RATIO = GRADING = PARKING = FIRE SPRINKLERS = LANDSCAPING = 1,407 SF 301 SF 750SF 750 SF (1,407 + 301 + 750) + 12,326 = 19.9% N/A NONE PROPOSED OR REQUIRED PRIMARY RESIDENCE HAS EXISTING ONE-CAR GARAGE ACCESSORY STRUCTURE HAS EXISTING TWO-CAR GARAGE NONE NO CHANGES PROPOSED ENERGY CONSERVATION COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2019 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED, AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R, AND CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW. FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER. GOVERNING CODES PART 2; PART2.5: PART3: PART4: PART 5: PART6; PART9; PART 11: 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 ARCHITECT SHEET INDEX ADDO A001 A100 A201 MARCELA & LOGAN, ARCHITECTS INC 1106 $ECOND ST #561 ENCINITAS, CA 92024 (760) 230-6888 LOGAN ANDERSON, AIA logan@marcelalogan.com TITLE SHEET SITE & ROOF PLAN GARAGE & ADU PLANS BUILDING ELEVATIONS OCT 19 2G21 CITY OF CARLSBAD Administrative Permit ----·--··-···---··-·-- ri1 2'!A R C E L A :3~l7tti~J,t L O G A N A,:fslifrl'ti, H T E C T s © 2021 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). Arty 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 Encinitas. CA 92024 o 760 230 6888 C 619 807 0640 logan@marce!alogan.com www.marcelalogan.com STAMP • PROJECT APR 30, 2023 RENEWAL DAT OF Cll.l\~ • SULLIVAN ADU CARLSBAD JOB 21, 15 DATES JUL 21, 2021 DWG# TITLE SHEET I -SETBACK LINE, TYP ---, PROPERTY LINE, TYP --------. 8.3' SYSB b "' oo-.,. ~ I 14.0' . . 83.00' ' ~ A A A xx xxxYXxxXX)<)< X'x)<XX);)<XXXYYX )<YXX)<XX)(.XXXY )',. x;xxxx'xxxXX)<XX (XxA:X)<)'XX)<Yl<'.X)< Yx )( )()(XX XxxA xx'x xXX)<XXX:XX XX>: XX X xx )<)<,><X)()<Y X i > XXX X•••~v•v~•-~ X XXX xxXX ><J<, X'xAXX)<XX)<)<'x' )<_x)<)< X XXX IXXXX )()<)<)< 1----IXX)<XY n f./\:_, ·'Xx" X Xx 1 ,xXxx rx>XX I [);)<,x.,XX V)<_xxx 1 ~X x Yxxx xx X )()<)<Y I X X )< )< X X )< Y )< X X X x x I IX A y X X X X X A X X X xv·v•• '.I----, I xx X xx XXX>/xVxv,----, )< xx.><Y .x XX)< X 1 xx xxx~xxXXx X I >:x )/)<.x.XX>Xxx;xY I )()()<XX)<XXX)<XXXX I xxx xxXXJ<,,J<,X:X)<)<>-----, I XX)<)< XX X ~ XX X x?~tXx1====1 [XXY)()< XXXXXX, X I ~ X X X X X X X )< X x/'x,/l-~ I ;,;,.XXX XXX>'XX)<X I Ex.><x)<xxxx xxxx L____ X x x X )< x V " I I \ '--100A SUB PANEL 1 EXISTING PAVER DRIVEWAY j t EXISTING HARDSCAPED PATIO I (E) DRAINAGE ---ir--,L+-_J DIRECTION, TYP I (E) +6FT -- WOOD FENCE -- - I V EXISTING CONCRETE DRIVEWAY _G - {E) ONE-STORY SINGLE-FAMILY RESIDENCE 17.0' - (E) +6FT WOOD FENCE 7 I I 44.0' ,I, 7 1 EXISTING LAWN \ r--------- 1 I I I I I I I I {E) ONE-CAR GARAGE , 8.3' SYSB I 11------(E) +6FT WOOD FENCE ~~ (E) 100A PANEUMETER \ I -------'~ -\---+-------::__ -------I r---(E) GAS METER I 1 0 0 N ;G.~ - co "' >-1 u. , 22.3' EXISTING CONCRETE DRIVEWAY - \ 83!00' ~--,-~i----------...---------1 YOURELLAVE SITE PLAN SCALE: 1" = 10'-0" EB 36" PAINTED ALUMINUM GUTTER -~ BUILDING OUTLINE -~~-11 7 I I I I I I I I I I 11 11 4" I 12" EXISTING ADU ROOF PLAN SCALE: 1/4" = 1 '-0" 4" / 12" I I 11 I I I I I I I 36" © 2021 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, Arci7itects 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 pertorming 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 Encinrtas, CA 92024 o 760 230 6888 C 619 807 0640 !ogan@marcelalogan.com wwvv, marce!alogan.com STAMP • PROJECT APR 30, 2023 ENEWAL DAT or c11l\ • SULLIVAN ADU CARLSBAD JOB 21, 15 DATES JUL21,2021 DWG# SITE & ROOF PLAN J r 0 F-- 0 ' I A A j V Ix ~ V ~ V ~ ~ ~ r------------IX j , V ~ V X xxxxxx /I 5' -5" B 25' -0' x Ax A A ✓ 0 A/v ~v v"'vv'v VVv vV" V v"V"vv vV"- ( D06) TWO-CAR GARAGE E] ' 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=1 I I I I I I I I I I I 1 I I I I I I I I I I I I i ' 14' -2" \ "--_J ( D07) 5' -5" EXISTING GARAGE PLAN ED SCALE: 1/4" = 1'-0" + v i I.>< ~--------7 ~ ' ' ' ' V' ' ' ' I)< I : IX ' ' v, ' IX ' ' k; v, I> I ' V' IX ' V ~1 I V IX Vv L ,, ! UP ----r-- ' "' ' b N I' 0- 0- ' '"" ' ' ;-. A B , 25' 0" . , l 11'-0" , 5' -8" I, 8' -4" l " , , ,, 5' -4" 3' -0" ' ' ,, ,, ;, , , ,, I I @ I @ I "' --I ,j I --re [, ) I ' , I , , 0 , ' , Co 7 , , I [JO , i , I , ,I , @ I 0 J,lfNING ' _J ~ r ----' ,~ i b ✓," VLTD ! it BATH ~ ' BED aiC / I BFT I ,, I ' , 11 •' I 0 ~ ' ' '° @ I ' ' i @ " ~ ' ' ,, ' (Cl-, , @ ~ ,I ' , ' , ,, (D02)'r' ~ I ' I ::J I ~DN I I ,1 I I -:i [ll C I ' l i " I > I I 0 I I __J ' I \ I ~ I ).. ~ ' '" , ' KITCHEN I ' ' , ' '> -"' , ' I VLTD I " I , ' / C, l ' , ' :E I , ' " , ' I 0:: , ' ~ , ' II . , ' , ' ' , ' ' i , LIVING , ' , 11 ' ' I I VLTD I,/-" , ' I ' I I ' I ' BALCONY I ' 0. 1~ogl , ' ' ~ , I ' -' , I ' 10 , I ' 0 I' Ol I <::.7 i' , I ' 0 ~ , I ' 0 --' , ' , I ' I fc , I ' , ' , i I ' I , ' 0 , I ' ',1! , i ' , '° , I lb T ..,--""7 , ' l ,,,/' , 1OGJ1 c•,,1 I ' I I ' ' ' ---+ I ' ... ' ' ' ---I l 5' -8" '1 $ I l 13' -4" i 6' -0" 11>------EX_I_ST_I_NG_s_~A-~~-: 1-~.L-=~-.-~ E9 DOOR SCHEDULE w ID WIDTH HEIGHT DESCRIPTION REMARKS D01 28" 80" SINGLE, SWINGING-SHAKER D02 30" 80" SINGLE, SWINGING -SHAKER _J D03 36" 80" SINGLE, SWINGING -SHAKER D04 36" 80" SINGLE, SWINGING -HALF GlASS TG, ADU ENTRY DOOR D05 94" 80" DOUBLE, SLIDING -FRENCH TG D06 w 84" GARAGE, OVERHEAD SECTIONAL D07 96" 84" GARAGE, OVERHEAD SECTIONAL TG • TEMPERED GLAZING, SEE NOTES THIS SHEET 0 WINDOW SCHEDULE ID WIDTH HEIGHT HEADER HT DESCRIPTION REMARKS W01 72" 36" 6' -8" DOUBLE, SLIDER w W02 72" 36" 6' -8" DOUBLE, SLIDER W01 48" 24" 7' -0" BAY TG W04 70" 34" 6'-6" DOUBLE, SLIDER W05 70" 34" 6' -6" DOUBLE, SLIDER TG W06 70" 34" 6' -6" DOUBLE, SLIDER TG I W07 70" 42" 6' -8" DOUBLE, SLIDER REPlACE EXISTING WITH SAME WIDTH, BUT TALLER (FOR EGRESS) W08 78" 24" 6' -8" SINGLE, FIXED W09 88" 60" 6' -8" SINGLE, FIXED u DEMO WINDOW SCHEDULE DESCRIPTION REMARKS ID WIDTH HEIGHT HEADER HT Cl) xW1 ?OH 34" 6' -8" DOUBLE, SLIDER REPlACE WITH SAME WIDTH, BUT TALLER (FOR EGRESS) © 2021 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, Archttects 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 o 760 230 6888 C 619 807 0640 logan@marcelalogan.com www.marcelalogan.com STAMP • PROJECT APR 30, 2023 RENEWAL DATE C~\.\ • SULLIVAN ADU CARLSBAD JOB 21, 15 DATES JUL 21, 2021 DWG# GARAGE & ADU PLANS 1 2 7 6 @3 4 ~ --------'-A=DU CLG ~ I i -{ ADU_f~ --fiARAGE __<;:L~ I J ____ ---~~~~~---, .Jl~L.-~~lr------7 I (D06) (D07) 0 ' "' --·-;·-,,-___________ _,,, --:4=::::jc__:=--:===-±'~--~::::::::=::::~:'.-.~~-c:-~I :~_J_~:--;:i-::=;::~:=:::::=:=::~~·-=-::1::'.l:::==:=:::::-I;:::::' --==:.....:~GARAGE_fLR ~ ~ ADUC_LG~ ~DUFLR ~ARAGECLG_ GARAGE FLR ---------- 1 4 SOUTH ELEVATION SCALE: 1/4" = 1'-0" 2 3 7 6 5 ~1=~-~=~~=~-,---,--. ----,--'-r-------------------·-------'-- --:\CY;,s,;;~j~f i:f f;~ii~gfl~lf~~;•,c:,£ ---: ---,-----' - I "' ~ " ' " "' "' "' "' ~ w., 0 "' 0 "' "' - 2 4 3 1··-- 6 8 0 I i I !°-~ , i ____ - I ' --' -___ [__, ___ l_ @ I -~ADUC =L=G"---l"'~._ ADU~ GARAGE~ ~:c'.:=====:c'.:::c'.::::::L:'.::==:c'.:~',=:c'.::::c::::::::'.:::===!:::...::....:==-=-~G~A~RA'.:'.:.:GE~FL=R--'-1"'~._ ~ ADUCLG __ ~FLR ~AGECLG 1 2 -, I I ' I ' --------J __ I -- er i 5 0 I -------,--,-----·---------~-I _.l--,--·-----___ . ___ T_l ___ i _ _L_ __ ,--_L_,___ -----·---_L __ l__ r I r 0 "' ~ " ' ~ I~ ~x ~ ll.i 0 ' "' : --L-,-----------~~-~-,- .. ~1'9;---~G=A~RAG_E_F_LR __ .._ ____ -::.-::.jl::'._-=-_--"-_::::__-,_,:~_-=~,·-----_-::,_::_: ___ -_----::,--::·::_r_--_:-_1_•-_1_;1_-_-.--___ , _-,_-_-~_-_____ ,_-_-~------~1_-_-~· --~-~-~--i-----~-----~--,,:-- ' --------~~-~~ --~-l __ _ --T ~t-----■ WEST ELEVATION SCALE: 1/4" = 1'-0" Cf) ELEVATION KEYNOTES w 1. NO PROPOSED CHANGES ID DESCRIPTION EXISTING/FINISH GRADE 2 EXPOSED CMU WALL 3 PAINTED WOOD HORIZONTAL SIDING 4 PAINTED WOOD STAIRCASE 5 +42" PAINTED WOOD GUARDRAIL 6 PAINTED WOOD FASCIA 7 PAINTED ALUMINUM GUTTER 8 ASPHALT SHINGLE ROOFING 0 z L A AN C T S © 2021 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 Encinitas, CA 92024 o 760 230 6888 c 619 B07 0640 !ogan@marcelalogan . com www.marcelalogan.com STAMP • PROJECT APR 30, 2023 ENEWAL DATE OF C~\.\~ • SULLIVAN ADU CARLSBAD JOB 21, 15 DATES JUL 21, 2021 DWG# BUILDING ELEVATIONS