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Plan n i n g a
<br />PROJECT DESCRIPTION
<br />11ou
<br />NEW ATTACHED ADU (1-STORY)
<br />ARCHITECTURAL
<br />ASSOCIATED LIMITED PAVING AND SITE WORK Awl,;
<br />A.0 COVER SHEET, SITE PLAN, PROJECT INFORMATION
<br />ATTACHED
<br />Ap
<br />A.2 FLOOR PLAN, ROOF PLAN & REFLECTED CEILING PLAN
<br />PROJECT INFORMATION
<br />1519 PARK DRIVE U N I T#2
<br />A.3 EXTERIOR ELEVATIONS AND SECTIONS
<br />LEGAL DESCRIPTION: N TR 1498 LOT 52 BK 45 PG. 4 EXISTING SFD AREA: = 1170 S.F.
<br />A.PN: 013-212-05 ATTACHED ADU AREA F S'P E R
<br />S A N TA ANA, CA 92707
<br />A.4 DOOR & WINDOWS SCHEDULES, INT. ELEVATIONS
<br />JOB DESCRIPTION: ATTACHED ADU (1-STORY) EXISTING 2-CAR GARAGE AREA: 6 S.F.
<br />A.5 DETAILS
<br />ZONING: R-1 TOTAL AREA: 2489 S.F.
<br />LOT SIZE: 60'(W) X 118'-6" = 7110 SQ. FT.
<br />A.6T24 T-24 FORMS
<br />EXISTING 1-STORY SFR. EXISTING SFD BUILDING HEIGH : 16'-0"
<br />A.6aT24 T-24 FORMS
<br />ADU BUILDING HEIGHT: 15'-1
<br />FRONT SETBACK PROVIDED: 29'-5" (20' MIN. REQUIRED)
<br />CITY APPROVAL STAMP
<br />MAIN HOUSE 3PT`�'--fi�o-l�t�lUIRL�B'O.K.
<br />REAR SETBACK PROVIDED : 5'-0" (15' REQUIRED) ADU OPEN SPACE: 1200 S
<br />STRUCTURAL
<br />1628 SQ. FT.
<br />WITH ADU: 5'-0" 4' REQUIRED) MAIN HOUSE EXISTING OPENIN CE:Q4te:
<br />SIDE SETBACK PROVIDED : ADU 4'-4"/5' (4'/4� REQUIRED) MAIN HOUSE LANDSCAPE: 15 6
<br />S.1 STRUCTURAL FRAMING PLAN
<br />TYPE V-B ADU LANDSCAPE: 276 SQ. T.
<br />CY
<br />GENERAL CONTRACT DOCUMENT NOTES
<br />S.D1 STRUCTURAL NOTES &DETAILS
<br />A GROUP:
<br />OCCUPANCY GROUP: R-3 U 0 TOTAL LOT PEREMEABLE SURF CE: 276+1586 =1862 S.F.
<br />1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE
<br />17. ALL ROOMS CONTAINING WATER CLOSETS THAT DO NOT HAVE
<br />MIN. 5 SQUARE FEET OPERABLE WINDOW SPACE AREA SHALL BE
<br />S.D2 STRUCTURAL NOTES & DETAILS
<br />FIRE PROTECTION: NON-SPRINKLERED (MAIN HOUSE AND ADU)
<br />PRECEDENCE OVER SCALED DIMENSIONS.
<br />FLOOD ZONE: X LOT COVERAGE: 2489 /7110 S.F.- 35% (35% MAX.) O.K.
<br />2. SHOULD THE DRAWINGS DISAGREE IN THEMSELVES OR WITH THE
<br />PROVIDED WITH AN APPROVED EXHAUST SYSTEM WHICH PROVIDES
<br />AN AIR CHANGE EVERY 5 MINUTES.
<br />S.D3 STRUCTURAL NOTES &DETAILS
<br />ADU/MAIN HOUSE sf RATIO: 959 / 1170 = 82% F.A.R.:2129 / 7110 S.F. = 29.9%
<br />SPECIFICATIONS OR SHOULD THE SPECIFICATIONS DISAGREE IN
<br />THEMSELVES, THE BETTER QUALITY AND/OR GREATER QUALITY OF
<br />18. PROVIDE MIN. 30" CLEAR WIDTH FOR ALL WATER CLOSETS AND
<br />S.D4 STRUCTURAL NOTES & DETAILS
<br />THE ADU/SFD AREA sf RATIO IS FOR PARK & REC FEE ONLY. THE APPLICANT IS
<br />WORK OR MATERIAL SHALL BE ESTIMATED UPON AND UNLESS
<br />SHOWERS.
<br />RESPONSIBLE FOR THE GIVEN "SFR sf" OF THE EXISTING PRIMARY RESIDENCE. BUILDING
<br />OTHERWISE ORDERED IN WRITING SHALL BE FURNISHED AND INSTALLED.
<br />19. ALL VENTS FROM BATH FANS AND RANGE HOODS TO GO TO THE
<br />SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN "SFR sf".
<br />ROOF NOT TO THE SIDE WALLS. ALL VENTS FOR FURNACE COMBUSTION
<br />3. IF ANY ERROR OR OMISSIONS APPEAR IN CONTRACT DOCUMENTS,
<br />CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITHING OF SUCH
<br />AIR TO GO TO THE ROOF NOT TO THE SIDE WALLS. PLUMBER TO
<br />LOCATE VENTS SO THEY DO NOT INTERFERE WITH ROOF RECREATION.
<br />PROJECT INFORMATION
<br />SCALE:
<br />ERROR OR OMISSION. IF CONTRACTOR FAILS TO GIVE SUCH NOTICE, HE
<br />WILL BE HELD RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS OR
<br />20. EXTERIOR DRAIN INLET WHICH CONNECTS TO THE SANITARY WASTE
<br />OMISSIONS AND FOR THE COST OF RECTIFYING SAME.
<br />MUST BE COVERED BY A SOLID ROOFED AREA.
<br />MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW
<br />4. DIMENSIONS SHOWN ON PLANS ARE TO THE FACE OF EXTERIOR
<br />21. PROVIDE SOUNDPROOFING FOR DRAINPIPES.
<br />AND APPROVAL.
<br />MASONRY, CONCRETE, COLUMN OR GRID LINES AND FACE OF FINISH
<br />22. WALL COVERING OF SHOWERS OR TUBS WITHIN SHOWERS SHALL BE
<br />UNLESS OTHERWISE NOTED OR DETAILED.
<br />OF CEMENT PLASTER, TILE OR APPROVED EQUAL, TO A HEIGHT OF
<br />MEP ARE SUBJECT TO BUILDING FIELD INSPECTION.
<br />5. AL EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD
<br />NOT LESS THAN 72" ABOVE DRAIN INLET. MATERIALS OTHER THAN
<br />DRAWINGINDEX
<br />BUILDING DEPARTMENT NOTES
<br />SCALE:
<br />VERIFIED BY THE CONTRACTORS. THE ARCHITECT SHALL BE NOTIFIED IF STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS
<br />ANY DISCREPANCIES ARE DISCOVERED.
<br />ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II.
<br />NOASCALE
<br />6. DIMENSIONS: ALL DIMENSIONS SHALL BE FIELD VERIFIED AND
<br />SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE
<br />COORDINATED WITH ALL OF THE WORK OF ALL TRADES. THE
<br />NOT LESS THAN 1,024 SQ.IN. OF FLOOR AREA, AND ENCOMPASS 30"
<br />= Ws y
<br />ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES
<br />(762MM) DIA. CIRCLE.
<br />W"' ' Santa Ana "`' . ©
<br />APPLICABLE STATE CODES
<br />ARE DISCOVERED.
<br />23. WATER CLOSET SHALL BE MAX. 1.6 GALLANS (PC 402.3)
<br />-'3zoo _
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<br />2022 CALIFORNIA BUILDING CODE -TITLE 24, PART 2
<br />OWNER: ARCHITECT
<br />7. CEILING HEIGHTS NOTED ON FINISH SCHEDULE ARE FROM FINISH
<br />24. WINDOWS WITHIN 5 OF FLOOR OF SHOWER OR BATHROOM FLOOR
<br />JOB SITE pWalmarlsupercenler 11 TREE
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<br />2022 CALIFORNIA RESIDENTIAL CODE -TITLE 24 PART 2.5
<br />'
<br />NANCY LIN & HSI WU THE ARCHITECTURE GROUP
<br />FLOOR TO FINISH CEILING.
<br />TO BE SHATTER RESISTANT.
<br />„
<br />25. ALL GLAZING LESS THAN 60 ABOVE A SHOWER OR TUB FLOOR
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<br />2022 CALIFORNIA ELECTRICAL CODE -TITLE 24, PART 3
<br />2022 CALIFORNIA MECHANICAL CODE -TITLE 24 PART 4
<br />1 1 964 E BADILLO ST. #517
<br />SANTA ANA COVINA, CA 91724
<br />GENERAL CONSTRUCTION NOTES
<br />„
<br />AND WITHIN 60 HORIZONTALLY FROM FIXTURES WATER EDGE SHALL
<br />BE TEMPERED. CRC R308.4. I,J.
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<br />2022 CALIFORNIA PLUMBING CODE -TITLE 24, PART 5
<br />CA 92707 626-872-8381 P
<br />949-857-4051 (P) ( )
<br />1. THE CONTRACTOR SHALL EXAMINE THE CONDITION OF THE PROJECT
<br />AREA AND PRIOR TO COMMENCEMENT OF WORK REPORT ALL
<br />26. BATHROOM/SHOWER FLOORING SHALL BE LAID OVER 15LB MIN.
<br />FELT.
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<br />2022 CALIFORNIA ENERGY CODE -TITLE 24 PART 6
<br />'
<br />2022 CALIFORNIA GREEN BUILDING STANDARD CODE -TITLE 24, PART 11
<br />DISCREPANCIES TO THE ARCHITECT.
<br />2. CONTRACTOR SHALL IN THE WORK OF ALL TRADES PERFORM ANY
<br />27. LANDING OR FINISHED FLOORS AT REQUIRED EGRESS DOOR SHALL
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<br />STRUCTURAL ENGINEER: ENERGY:
<br />AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE
<br />_
<br />NOT BE MORE THAN 1 1/2" LOWER THAN THE TOP OF THRESHOLD.
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<br />CALIFORNIA BUILDING ENERGY STDS
<br />I.F.C. ENGINEERING, INC. ECS
<br />NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY
<br />28. OPENINGS BETWEEN INTERMEDIATE BALUSTER SHALL PRECLUDE THE
<br />11
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<br />PROVISIONS OF THE CALIFORNIA BUILDING ENERGY STANDARD APPLY
<br />1822 E ROUTR 66 SUITE 328 5702 HERSHOLT AVE.,
<br />r
<br />DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF
<br />THIS CONTRACTOR TO THEIR ORIGINAL CONDITION TO THE SATISFACTION
<br />PASSAGE OF A 4 DIA. SPHERE. THE TRIANGULAR OPENINGS FORMED
<br />� I
<br />-ii'$R,�,Bw�,C^,,x„B,aSOULt1.CAAST��_ t _/�dwardS �a ems,T
<br />yMy9J�M METRO -tfe5 ces Corp
<br />Se mof^rt�1'
<br />TO THIS PROJECT. SEE T-24 SHEETS
<br />GLENDORA, CA 91740 LAKEWOOD, CA 90712
<br />BY THE RISER TREAD AND BOTTOM ELEMENT OF A HANDRAIL SHALL
<br />'
<br />_w�AVe� -_"' �
<br />��10OF
<br />818-814-8268 (P) 562-461-3749 (P)
<br />THE ARCHITECT AND THE OWNER.
<br />6n 3
<br />PRECLUDE THE PASSAGE OF A DIA. SPHERE (509 )
<br />�1=5�I�Ah�
<br />S I m� �gFVI^�•'
<br />THE DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL
<br />JIM WONG ATOUSA YAZDANFAR
<br />3. ALL MATERIALS AND FINISHES INDICATED ON PLANS SHALL BE
<br />29. RETURN HANDRAIL TO NEWEL POST OR WALL.
<br />',' HI"anwi',e�
<br />-- -_ _ • IRVINE Bi"dV S
<br />COMPLY WITH ALL APPLICABLE SANTA ANA MUNICIPAL CODE PROVISIONS:
<br />NEW AND UNUSED.
<br />°°�,F_Er
<br />30. PROVIDE TEMPORARY SHORING AND SUPPORT BEFORE ANY WORK
<br />-HALECREST �'1 ■ "-
<br />4. CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER
<br />INVOLVE THE REMOVAL OF BEARING WALLS.
<br />CONTRACTORS. DISCREPANCY, IF ANY, SHOULD BE BROUGHT TO THE
<br />31. PROVIDE 42 n HIGH PROTECTIVE GUARDRAIL FOR DECKS, PORCHES,
<br />VICINITY MAP
<br />SCALE:
<br />APPLICABLE CODE
<br />SCALE:
<br />PROJECT DIRECTORY
<br />SCALE:
<br />ATTENTION OF THE ARCHITECT FOR RESOLUTION BEFORE PRECEDING
<br />WITH WORK.
<br />BALCONIES AND RAISED FLOORS MORE THAN 30" ABOVE GRADE OR
<br />5. CONTRACTOR AND SUBCONTRACTOR TO VERIFY ALL DIMENSIONS ON
<br />FLOOR BELOW AND OPEN SIDE(S) OF STAIR LANDINGS. OPENING BETWEEN
<br />THE JOB AND REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT.
<br />BALUSTERS/RAILS SHALL BE MAXIMUM 4" OR LESS
<br />(E)118'-6"
<br />32. REQUIRED VENTING AREA RATIO SHALL BE 1/150 OF ATTIC AREA
<br />t8' ROW
<br />6. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE REQUIRED
<br />OR 1/300 OF ATTIC AREA IF HALF OF THE REQUIRED OPENING AREA
<br />COVERING AGENCIES BEFORE BUILDING ARE OCCUPIED.
<br />IS PROVIDED BY VENTILATORS LOCATED AT LEAST 3 FEET ABOVE
<br />6'
<br />7. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT
<br />EAVES VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION
<br />SETBACK
<br />31, 15-1" (E)32'-6" VIF
<br />(E)33'-11"
<br />SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION
<br />PROVIDED BY EAVES OR CORNICE VENTS. OPENINGS TO HAVE 1/4"
<br />(N) DILANTS TO
<br />INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE
<br />CORROSION RESISTANT METAL MESH COVERING.
<br />0
<br />MATH EXISTING
<br />WITH THE LOCAL LABOR CODE.
<br />THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE
<br />33. PROVIDE SHOWER/TUB-SHOWER PRESSURE BALANCE OR A
<br />THEMOSTATC MIXING VALVE.(PC 470.0)
<br />�N)
<br />0 N
<br />DWH TAN
<br />ENCL. (N) ELEC PAN L
<br />TIMELY
<br />TMELY ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, EQUIPMENT,
<br />34. DUCT SHALL BE SIZED PER CHAP. 6 OF THE MECHANICAL CODE.
<br />(E) C _
<br />-6" (E) ELEC PANE (E) MET __
<br />LIGHT FIXTURES AND ANY OTHER SUCH MATERIALS) TO BE UTILIZED
<br />ON THIS PROJECT. THE GENERAL CONTRACTOR SHALL NOTIFY THE
<br />35. PROVIDE MEANS OF LIGHTING TO OBTAIN A MINIMUM OF 40
<br />+ + + -+ + +
<br />+o
<br />_GAS _L
<br />_ _P_
<br />-+- + + - - - - - -
<br />y *' 2 _ y y y lye �N
<br />' c
<br />y4 SEWER 1 1 1 1 1 1 y
<br />LUMENS/WATTS OR GREATER IN NEW BATHROOMS
<br />++
<br />�____ ___ __
<br />T�Cmwf�)
<br />-- - -- - -
<br />--
<br />ARCHITECT IN WRITING WITHIN 10 DAYS OF DATE OF CONTRACT OF
<br />36. BATHROOM OUTLETS SHALL BE ON A DEDICATED 20 AMP CIRCUIT
<br />I+ j
<br />zx �� ;� Ld
<br />----------------OF
<br />THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE AND
<br />,--a
<br />EQUAL QUALITY AND DESCRIPTION. IF NOTIFICATION IS NOT
<br />PER NEC 210.52(d)
<br />(N) A�Ct
<br />.'� u)
<br />RECEIVED BY THE ARCHITECT, THE CONTRACTOR ACCEPT
<br />37. NEW OR REPLACED WATER HEATERS SHALL BE STRAPPED TO THE
<br />CONDE , +
<br />RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF
<br />SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY
<br />WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE
<br />�'� n I
<br />�r I
<br />0
<br />, (E) 1 -STORY
<br />N
<br />yQ y .y y le y FROND LAWN y .y y
<br />IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A
<br />SWALE 12 W ' + I
<br />MAIN HOUSE
<br />y y y ` y y y y y
<br />AT NO ADDITIONAL COST AS NOT TO CREATE A HARDSHIP ON THE
<br />MINIMUM OF 4" ABOVE THE CONTROLS. (PC 510.5)
<br />2% MIN. SLOP + i
<br />-Xv,�VB
<br />yy y y� y y y y y
<br />AND NOT TO DELAY PROGRESS OF THE WORK. NO EXTENSION
<br />I
<br />(N) STUBOUT TO ADTYPE
<br />;OWNER
<br />OF THE TIME TO THE CONTRACT WILL BE ALLOWED FOR THE
<br />38. LIGHTING INTEGRAL TO EXHAUST FANS IN BATHROOM SHALL
<br />+ I 4.5:12 SLOPE
<br />ALL DIRECTION I+ ; I
<br />4.5 :12 SLOPE Q 1170 S. F.
<br />) ..:.
<br />y y y y y y y
<br />-
<br />CONTRACTORS INABILITY TO SECURE SPECIFIED ITEMS.
<br />PROVIDE SEPARATE SWITCHES FOR EXHAUST FANS AND LIGHTS (CEC
<br />= + '
<br />�
<br />": ":
<br />y y y y y y Q
<br />(E)"PR`PNT 1AWN
<br />o
<br />9. WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR
<br />150K.7.6)
<br />i+ ;
<br />1 + ; I \(N)
<br />co I I TO
<br />ASPHALT SHINGLE ROOFING n (E) 5:12 SLOPE (E) 5: 12 SLOPE
<br />MATCH E NG
<br />y� y y y y �-
<br />SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC.
<br />THEY SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE AND
<br />39. ALL RECEPTACLES IN DWELLING SHALL BE TAMPER -RESISTANT
<br />RECEPTACLES (CEC ART. 406.11)
<br />N PLANTS TO '* I i \ _
<br />( ) +� I 0 E A
<br />y y yy` _F14_�_' _MIA_I_N
<br />J -
<br />Q
<br />a_
<br />MATCH E X I S TI N NEW
<br />AD (E) ASPHALT SHIN E ROOFING I
<br />y y
<br />AS DIRECTED BY THE ARCHITECT.
<br />40. ALL NEW PLUMBING FIXTURES SHALL BE WATER CONSERVING
<br />o I
<br />+ TYPE
<br />I
<br />I
<br />VB
<br />y �E) �P PLANTS, TSB y y CITY MAIN
<br />10. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS,
<br />(CPC 402.0)
<br />� I � I I
<br />w I+ ; + I 1-STORY 959 SF i
<br />P
<br />y &*SHItJRBy y y y
<br />y y y y y y y
<br />CID
<br />w
<br />ETC. IN PUBLIC AREAS. ALL SUCH LINES SHALL BE CONCEALED OF
<br />41. HEAT SOURCE PROVIDED -68'AT 3' ABOVE FLOOR LEVEL IN
<br />+ I
<br />t
<br />FURRED AND FINISHED.
<br />HABITABLE ROOMS (CRC 303.8)
<br />I+ I
<br />�F�
<br />y y y y y y 11'L
<br />11. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER
<br />42. LIGHTING IN BATHROOMS SHALL HAVE A MINIMUM OF ONE HIGH
<br />o
<br />y y y y y y y
<br />y y y y y y y
<br />AND DRYWALL SURFACES WHERE IT TERMINATES OR MEETS ANY
<br />EFFICACY LUMINAIRE AND ALL OTHER LIGHTING SHALL BE HIGH
<br />EFFICACY OR CONTROLLED BY A VACANCY SENSOR.
<br />07 I
<br />v
<br />�E) NPAVtED `WALK y y
<br />OTHER MATERIALS, UNLESS OTHERWISE NOTED.
<br />________
<br />__ ----------
<br />AN
<br />y y y y y y y
<br />43. LIGHTING IN GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS. ALL
<br />I
<br />2.5 :12'SLOPE' 25 :i2 SLOPE I
<br />y y y y y y y
<br />12. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF
<br />LUMINARIES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY
<br />N o
<br />- I
<br />y y y y y y y
<br />PLASTERED OR DRYWALL SURFACE UNLESS OTHERWISE NOTED.
<br />A VACANCY SENSOR.
<br />EAR RD 9
<br />I '
<br />13. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHINGS,
<br />44. OUTDOOR LIGHTING. ALL LUMINARIES MOUNTED TO THE BUILDINGS
<br />1 of N P V G �
<br />d
<br />I
<br />,
<br />LL
<br />COPING AND EXPANSION JOINTS SHALL BE WEATHER PROOF.
<br />ON THE SAME LOT SHALL BE HIGH EFFICACY OR SHALL BE
<br />c� 00 I E
<br />^
<br />(E) ASPHALT SHINGLE ROOFING *1
<br />-� I (E)
<br />i
<br />CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION
<br />w -r
<br />I
<br />+1
<br />O7
<br />14. WHERE CONCRETE OR PAVING MEETINGS VERTICAL CONCRETE
<br />n
<br />THICK
<br />AND MASONRY WALLS OR COLUMNS, FILL JOINTS WITH 3/8(E)
<br />(WITH OVERRIDE). SEE 150(K)9 FOR REQUIREMENTS.
<br />45. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15
<br />�
<br />i
<br />(E) DRIVEWAY
<br />w EXISTING
<br />2-CAR GARA I
<br />4 360 SF DRIVEWAY
<br />*1.2x: (E)
<br />Lu
<br />PRE -MOLDED EXPANSION JOINT FILLER AND CAULK.
<br />15. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS.
<br />AND 20 AMPERE OUTLETS INSTALLED IN DWELLING UNITS SHALL BE
<br />PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) FOR THE
<br />ENTIRE CIRCUIT NOT JUST THE OUTLETS. 210.12).
<br />- - ----_
<br />v I
<br />_-----_ _---- _-_ _ _ _ _ _ _ _ _ _ _ _ - - _ _
<br />PL
<br />_ _ _ _
<br />AND (CEC
<br />(E) CMU ALL 5'-6" _�
<br />16. PROVIDE STIFFENERS, BRACING, BACK-UP PLATES, ETC. AS
<br />46. SINGLE FAMILY RESIDENTIAL REAL PROPERTY: FOR IMPROVEMENT
<br />(E)13'-4"
<br />(E)20' 20'-6" (E)31'-7"
<br />REQUIRED AT STUD WALLS FOR SUPPORT OF TOILET FIXTURES AND
<br />ACTIVITY REQUIRING A BUILDING PERMIT, THE PERMIT APPLICANT IS
<br />OTHER EQUIPMENT.
<br />REQPONSIBLE FOR REPLACING ALL NON -COMPLIANT PLUMBING
<br />(E)33'-4"
<br />VIF (E)55'-9" VIF
<br />(E)29'-5" SETBACK
<br />FIXTURES WITHIN THE BUILDING WITH WATER -CONSERVING PLUMBING 0
<br />FIXTU
<br />47. ALL CONCEALED WORK INSTALLED WITHOUT PERMITS MUST BE EXPOSED
<br />FOR INSPEC11ON TO THE SATISFACTION OF THE BUILDING INSPECTOR. THIS
<br />INCLUDES METHODS OF ATTACHMENT AND ALL FOOTINGS, STRUCTURAL
<br />MEMBERS, MECHANICAL, ELECTRICCAL, PLUMBING AND INSULATION.
<br />GENERAL NOTES
<br />SCALE:
<br />SITE / LANDSCAPE PLAN
<br />1 =10,-0'
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<br />SCALE:
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<br />DRAWING TITLE:
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