CHRISTOPHER BUILDER & DESIGNER ASSUMES NO LIABILITY FOR ANY STRUCTURE CONSTRUCTED FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE PURCHASER OF THIS PLAN, TO PERFORM THE FOLLOWING, BEFORE ACTUAL CONSTRUCTION COMMENCES. 1. BUILDER OR CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. BUILDER OR CONTRACTOR MUST VERIFY AND COMPLY WITH ALL LOCAL BUILDING CODES OF THE AREA WHERE THE STRUCTURE IS TO BE CONSTRUCTED AND LOCATED.3. PLANS INDICATE LOCATIONS ONLY. ENGINEER ASPECTS SHOULD BE INCORPORATED TO ACTUAL SITE CONDITIONS.

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EDINBURG AQUATICS

1227 E MCINTYRE ST, EDINBURG, TX, 78541

CONSTRUCTION ANALYSIS

CONSTRUCTION TYPE

NUMBER OF LEVELS

ONE STORY APARTMENT

FRAME TYPE (EXT. WALLS)

FRAME TYPE (INT. WALLS)

FRAME TYPE (ROOF)

2" X 4" WOOD STUDS

2" X 4" WOOD STUDS

2" X 6" WOOD RAFTERS

EXTERIOR FINISH

FOUNDATION TYPE

ROOF TYPE

STUCCO & TILE

SLAB ON GRADE

COMPOSITION SHINGLES

ROOF PITCH

PLATE HEIGHT (MIN.)

5:12

9'-0"

PLATE HEIGHT (MAX.) 9'-0"

INDEX OF DRAWINGS

DIMENSION PLAN

MECHANICAL PLAN

RCP- ELECTRICAL PLAN

FOUNDATION PLAN

FRAMING PLAN

COVER SHEET

A-4

A-6

A-7

A-5

A-3

A-8

EXTERIOR ELEVATION

A-9

SITE PLAN

A-10

INTERIOR ELEVATIONS

A-13

A-11

DOORS & WINDOWS

A-12

A-14

ROOF PLAN

PLUMBING & FIREWALL PLAN

PROJECT NOTES

1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL

EXISTING UTILITIES BELOW GRADE AND RELATED SERVICE

CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES.

PRIOR TO ANY TRENCHING.

2. CONTRACTOR SHALL VERIFY AND COORDINATE ALL NEW AND

EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR

COMPARISON WITH DRAWINGS AND SPECIFICATIONS PRIOR TO

BIDDING AND START OF AND DURING CONSTRUCTION. IF ANY

DISCREPANCIES, INCONSISTENCIES OR OMISSIONS ARE FOUND,

THE DESIGNER SHALL BE NOTIFIED, IN WRITING FOR

CLARIFICATION PRIOR TO PROCEEDING WITH WORK.

3. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL RELY ON

WRITTEN DIMENSIONS AS GIVEN. THE CONTRACTOR SHALL

NOTIFY THE DESIGNER FOR CLARIFICATIONS. ALL DIMENSIONS

SHALL BE FIELD VERIFIED BY CONTRACTOR AND COORDINATED

WITH ALL OF THE WORK OF ALL TRADES. IF DISCREPANCIES ARE

FOUND, THE CONTRACTOR SHALL NOTIFY THE DESIGNER IN

WRITING FOR CLARIFICATION BEFORE THE COMMENCEMENT OR

RESUMPTION OF WORK.

4. IN THE CASE OF A CONFLICT BETWEEN THE DRAWINGS AND THE

SPECIFICATIONS, SPECIFICATIONS SHALL TAKE PRECEDENCE.

CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF

ANY CONFLICT BEFORE PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR,

EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR

THE SATISFACTORY COMPLETION OF WORK UNLESS

DESIGNATED (N.I.C.) OR (O.F.O.I.). ALL EQUIPMENT, WORK AND

MATERIALS SHALL COMPLY WITH ALL CURRENT AND LOCAL

APPLICABLE CODES AND GOVERNING REGULATIONS, AND THE

CONTRACT DOCUMENTS.

6. CITY OF PHARR DEVELOPMENT AND MAINTENANCE CODES

ADOPTED ARE AS FOLLOW;

2018 INTERNATIONAL BUILDING CODE, EXCLUDING E,L,M

2018 INTERNATIONAL ENERGY CONSERVATION CODE, EXCLUDING

APPENDICES RA AND RB

2017 NATIONAL ELECTRICAL CODE

2018 INTERNATIONAL RESIDENTIAL CODE, EXCLUDING L AND I

2018 INTERNATIONAL PLUMBING CODE, EXCLUDING A

2018 INTERNATIONAL SWIMMING POOL AND SPA CODE

2018 INTERNATIONAL FUEL GAS CODE

2018 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL PROPERTY MAINTENANCE CODE

2018 INTERNATIONAL FIRE CODE

7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS

AND INSPECTIONS.

8. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN PUBLIC

RIGHTS-OF-WAY ACCORDING TO THE CITY'S STANDARD PLANS

AND SPECIFICATIONS. CONTRACTOR SHALL OBTAIN PERMITS

FROM APPROPRIATE AGENCIES.

9. THE CONTRACTOR SHALL COORDINATE WITH REPRESENTATIVES

OF WATER, ELECTRICAL, GAS TELEPHONE AND TELEVISION

COMPANIES TO VERIFY AVAILABLE FACILITIES AND, IF

APPLICABLE, TO ESTABLISH TEMPORARY FACILITIES.

10. OCCUPANCY CLASSIFICATION - R2

CHRISTOPHER BUILDER & DESIGNER ASSUMES NO LIABILITY FOR ANY STRUCTURE CONSTRUCTED FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE PURCHASER OF THIS PLAN, TO PERFORM THE FOLLOWING, BEFORE ACTUAL CONSTRUCTION COMMENCES. 1. BUILDER OR CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. BUILDER OR CONTRACTOR MUST VERIFY AND COMPLY WITH ALL LOCAL BUILDING CODES OF THE AREA WHERE THE STRUCTURE IS TO BE CONSTRUCTED AND LOCATED.3. PLANS INDICATE LOCATIONS ONLY. ENGINEER ASPECTS SHOULD BE INCORPORATED TO ACTUAL SITE CONDITIONS.

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SITE PLAN NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS &

CONDITIONS PRIOR TO COMMENCING ANY WORK.

2. FINAL SITE GRADING TO SLOPE AWAY FROM THE

STRUCTURE AND SHALL PREVENT WATER FROM

PONDING IN THE AREAS ADJACENT TO THE STRUCTURE.

3. CONSTRUCTION AREAS REMOVE ALL VEGETATION,

TOPSOIL, ROOTS AND OTHER DELETERIOUS MATERIALS

TYPICALLY 6 TO 12 INCHES IN DEPTH, SHALL BE

REMOVED TO DISTANCE OF 5'-0" OUTSIDE FROM THE

PROPOSED BUILDING LINE.

4. THERE SHALL BE 6" DROP FROM THE SLAB FINISH

FLOOR ELEVATION TO FINISH GRADE. THEN A 5% SLOPE

FOR THE FIRST 10' AND A 1% SLOPE TO THE STREET OR

REAR YARD.

5. LANDSCAPE SHOWN IS ONLY FOR ILLUSTRATION

PURPOSES. CONTRACTORS OPTION TO PROVIDE

LANDSCAPE.

6. DRIVEWAYS SHALL BE 4" THICK FOR SINGLE FAMILY USE

AND 6" THICK FOR ALL OTHERS (I.E. COMMERCIAL

INDUSTRIAL, ETC.)

7. DRIVEWAYS AND SIDEWALKS SHALL BE CONSTRUCTED

WITH PORTLAND CEMENT CONCRETE AND INCLUDE

5-1/2" SACKS OF CEMENT PER CUBIC YARD OF

CONCRETE.

8. 6x6-W 2.9 WELDED WIRE FABRIC MAY BE USED IN LIEU

OF THE REINFORCING STEEL.

9. OWNER, BUILDER, AND SURVEYOR TO APPROVE

LOCATION OF HOUSE ON LOT, AND TO VERIFY ALL

EASEMENTS AND BUILDING LINES PRIOR TO

COMMENCING ANY CONSTRUCTION. DESIGNER SHALL

BE NOTIFIED OF ANY DEVIATION FROM THIS SITE PLAN

10. DRAINAGE DESIGN IS BEYOND THE SCOPE OF THIS

DESIGN. GREAT CARE SHOULD BE TAKEN IN

EVALUATING THE DRAINAGE REQUIREMENTS.

SITE PLAN

LOT 28 SETBACKS

FRONT: 20'

SIDE: 5"

REAR: 10'

SQUARE FOOTAGE

BUILDING: 3,440.0'

SIDE WALK: 462.0'

PARKING: 2,160.0'

LANDSCAPING: 3,298'

CMU BLOCK FOUNDATION DIAGRAM

E1 A-5 E1 A-5

E3 A-5 E3 A-5

46'

13'12'21'

46'

21' 12' 13'

3'

EXISTING MAN HOLE

1 FOUNDATION PLAN

1/4 IN = 1 FT1 FOUNDATION PLAN

1/4 IN = 1 FT

4" 6"

1'

4" 6"

4" 6"

1'

2' 1'

-6

2'

1/

2"

4" 6"

1'

2'

4" 6"

1'

4" 6"

4" 6"

1'

2' 1'

-6

2'

4" 6"

1'

2'

3 1/2"

1/

2"

1/

2"

2"

4" CONCRETE SLAB

REINFORCED W/ #3

BARS AT 12" O.C. TYP.

COMPACTED

FILL DIRT

6 MIL POLY

VAPOR BARRIER

(2) #5 BARS TOP

& BOTTOM

EXTERIOR BEAM

SCALE: 1/2" = 1'-0"

#3 STIRRUPS

@ 24" O.C.

4" CONCRETE SLAB

REINFORCED W/ #3

BARS AT 12" O.C. TYP.

COMPACTED

FILL DIRT

6 MIL POLY

VAPOR BARRIER

(2) #5 BARS TOP

& BOTTOM

INTERIOR BEAM

SCALE: 1/2" = 1'-0"

#3 STIRRUPS

@ 24" O.C.

4" CONCRETE SLAB

REINFORCED W/ #3

BARS AT 12" O.C. TYP.

COMPACTED

FILL DIRT

6 MIL POLY

VAPOR BARRIER

(2) #5 BARS TOP

& BOTTOM

ELEVATION TRANSITION BEAM

SCALE: 1/2" = 1'-0"

#3 STIRRUPS

@ 24" O.C.

MIN. 1/8" SLP.

PER FT.

4" CONCRETE SLAB

REINFORCED W/ #3

BARS AT 12" O.C. TYP.

COMPACTED

FILL DIRT

6 MIL POLY

VAPOR BARRIER

(2) #5 BARS TOP

& BOTTOM

EXT. PORCH & PATIO BEAM

SCALE: 1/2" = 1'-0"

#3 STIRRUPS

@ 24" O.C.

MIN. 1/8" SLP.

PER FT.

4" CONCRETE SLAB

REINFORCED W/ #3

BARS AT 12" O.C. TYP.

COMPACTED

FILL DIRT

6 MIL POLY

VAPOR BARRIER

(2) #5 BARS TOP

& BOTTOM

EXT. CARPORT BEAM

SCALE: 1/2" = 1'-0"

#3 STIRRUPS

@ 24" O.C.

4" CONCRETE SLAB

REINFORCED W/ #3

BARS AT 12" O.C. TYP.

COMPACTED

FILL DIRT

6 MIL POLY

VAPOR BARRIER

(2) #5 BARS TOP

& BOTTOM

INT. SLOPE BEAM

SCALE: 1/2" = 1'-0"

#3 STIRRUPS

@ 24" O.C.

4" CONCRETE SLAB

REINFORCED W/ #3

BARS AT 12" O.C. TYP.

COMPACTED

FILL DIRT

6 MIL POLY

VAPOR BARRIER

(2) #5 BARS TOP

& BOTTOM

GARAGE DOOR OPENING BEAM

SCALE: 1/2" = 1'-0"

#3 STIRRUPS

@ 24" O.C.

MIN. 1/8" SLP.

PER FT.

4" CONCRETE SLAB

REINFORCED W/ #3

BARS AT 12" O.C. TYP.

COMPACTED

FILL DIRT

6 MIL POLY

VAPOR BARRIER

(2) #5 BARS TOP

& BOTTOM

EXTERIOR BEAM W LEDGE

SCALE: 1/2" = 1'-0"

#3 STIRRUPS

@ 24" O.C.

MIN. 1/8" SLP.

PER FT.

GARAGE TIRE STOP

SCALE: 1/2" = 1'-0"

D. 2" 3" 4" 5" 6" E. 2'-0" 3'-0" 3'-6" 4'-0" 4'-6"

NOTE: WIDTH: 12" DEPTH: 24"

FOUNDATION FOOTING DETAILS

NOTES:

1. 4" CONCRETE SLAB @ 3,000 PSI W/ #3 REBAR 12" O.C.

2. 36" DEEP EXTERIOR & 24" DEEP INTERIOR BEAMS.

3. CONCRETE SLUMP PER NOTES

24 INCH EXT. FOOTINGS

18 INCH INT. FOOTINGS

4" CONCRETE SLAB ON

6 MIL POLY W/ #3 REBAR

@ 12" O.C. BOTH WAYS

ON COMPACT SELECT FILL

CHRISTOPHER BUILDER & DESIGNER ASSUMES NO LIABILITY FOR ANY STRUCTURE CONSTRUCTED FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE PURCHASER OF THIS PLAN, TO PERFORM THE FOLLOWING, BEFORE ACTUAL CONSTRUCTION COMMENCES. 1. BUILDER OR CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. BUILDER OR CONTRACTOR MUST VERIFY AND COMPLY WITH ALL LOCAL BUILDING CODES OF THE AREA WHERE THE STRUCTURE IS TO BE CONSTRUCTED AND LOCATED.3. PLANS INDICATE LOCATIONS ONLY. ENGINEER ASPECTS SHOULD BE INCORPORATED TO ACTUAL SITE CONDITIONS.

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FOUNDATION NOTES

1 ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE

INSTITUTE SPECIFICATION, A.C.I. #301 AND BUILDING CODE

REQUIREMENTS. A.C.I. #318, LATEST EDITION.

2 ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS,

UNLESS OTHERWISE NOTED MUST FOLLOW THE A.C.I. MANUAL OF

STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE, A.C.I.

#315 LATEST EDITION.

3 CONCRETE SHALL HAVE A MINIMUM COMPRESSION STRENGTH AT 28

DAYS AS FOLLOWS:

* 3000 PSI FOR ALL CONCRETE FOUNDATION COMPONENTS A

MAXIMUM OF 25% FLASH MAY BE USED AS A CEMENT

SUBSTITUTE AND SHALL CONFORM TO ASTM C618. THE WATER/

CEMENT RATIO SHALL NOT EXCEED 0.58 AND SLUMPS SHALL BE BETWEEN

4 AND 5 INCHES. COORDINATE WITH OWNERS TESTING LABORATORY (IF

ONE SELECTED) TO PROVIDE TESTING AS PER A.C.I.

4 REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO

ASTM A-615, GRADE 60.

5 STANDARD PROTECTIVE COVER OF REINFORCING BARS UNLESS

OTHERWISE NOTED SHALL BE USED:

* WHERE CAST AGAINST DIRT OR FILL..... 3 IN.

* EXPOSED TO EARTH OR WEATHER....... 2 IN.

* COLUMNS.................................................... 1 1/2 IN.

* SLABS AND WALLS.................................... 1 IN.

* OTHER......................................................... 1 1/2 IN.

6 ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE A.C.I.

"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED

CONCRETE", A.C.I. #315 LATEST EDITION. ACCESSORIES FOR EXPOSED

CONCRETE SHALL PLASTIC COATED FEET.

7 VERTICAL CONSTRUCTION JOINTS IN FLOOR OR ROOF SLABS ARE TO

BE AS SHOWN ON PLANS. NO HORIZONTAL JOINTS WILL BE PERMITTED

ON SLABS OR BEAMS UNLESS OTHERWISE NOTED.

8 MAINTAIN A MINIMUM OF ONE BAR DIAMETER (BUT NOT LESS THAN 1"

BETWEEN ALL REINFORCING BARS (INCLUDING LAPS) ON ALL SLABS.

MAINTAIN A MINIMUM 1 1/2" TIMES THE MAXIMUM COARSE AGGREGATE

SIZE IN ALL CASES.

9 BARS SCHEDULED OR DETAILED "CONT." SHALL BE LAPPED 24 BAR

DIAMETERS UNLESS OTHERWISE NOTED.

10 ALLOW FOR THE EQUIVALENT OF 5% OF REINFORCING FOR #4 BARS

TO BE USED AS REQUIRED IN THE FIELD FOR SPECIAL CONDITIONS

(LABOR FOR PLACING SAME TO BE INCLUDED).

11 AT CORNERS AND "I" INTERSECTIONS OF ALL FOUNDATIONS BEAMS.

EXTEND 4 CORNER BARS EQUAL TO THE DETAILED STEEL IN THE

ADJACENT BEAMS 2'-0" EACH WAY, 2 BARS TOP AND 2 BARS BOTTOM.

12 REMOVE AT LEAST 6 INCHES OF TOP SOIL, VEGETATION, DEBRIS, ETC.

FROM THE PROPOSED BUILDING AREA TO A DISTANCE OF 5'-0"

OUTSIDE THE BUILDING LINE.

13 REWORK AND COMPACT THE TOP 6" OF THE EXPOSED SUBGRADE

UNDER ALL FLOORS AND WALKS TO A 95% (+5%) OF THE MAXIMUM

DENSITY AT -2% TO +3% OF THE OPTIMUM MOISTURE CONTENT IN

ACCORDANCE WITH THE TEST METHOD ASTM D-698 PRIOR TO

PLACEMENT OF SELECT FILL.

14 FILL BACK THE REQUIRED GARDE (A MINIMUM OF 12" ABOVE EXISTING

GRADE) WITH MATERIAL SELECTED AND COMPACTED IN ACCORDANCE

WITH THE REQUIREMENT BELOW.

15 SELECT FILL WHEN PROPERLY SLAKED AND TESTED BY STANDARD

LABORATORY METHODS SHALL MEET THE FOLLOWING

REQUIREMENTS:

A. LIQUID LIMIT SHALL BE LESS THAN OR EQUAL TO 37.

B. PLASTICITY INDEX SHALL BE LESS THAN 17 AND GREATER THAN 5.

C. SHALL CONTAIN NO ORGANIC MATERIAL.

D. SHALL CONTAIN NO STONES LARGER THAN 2 IN.

16 SAMPLES OF PROPOSED SELECT FILL SHALL BE FINISHED TO THE

TESTING LABORATORY 7 DAYS PRIOR TO INSTALLATION TO PERMIT

TIME FOR SPECIFICATION COMPLIANCE INSPECTION AND APPROVAL.

17 SELECT FILL UNDER ALL FLOORS AND WALKS SHALL BE COMPACTED

IN THE FIELD IN LIFTS NOT TO 8" TO 95%(+5%) OF THE MAXIMUM

DENSITY AT -2% TO +35 OF THE OPTIMUM MOISTURE CONTENT AS

DETERMINED BY TEXAS HIGHWAY DEPARTMENT SOIL TESTING

PROCEDURE TEX-1 13-E (COMPACTED EFFORT 6.63 FT. -LC./CU. IN.)

FIELD DENSITIES SHALL BE CHECKED IN ACCORDANCE WITH TEX-1 13-

E.

18 CONCRETE PLACED BY PLUMBING SHALL MEET THE FOLLOWING

REQUIREMENTS:

A COARSE AGGREGATE SHALL BE GRADED FROM A MAXIMUM OF 1"

DOWN.

B MAXIMUM ALLOWABLE INCREASE IN CEMENT FACTOR SHALL BE 1/2

SACK PER CUBIC YARD OVER A NORMAL MIX DESIGN.

C MAXIMUM WATER CEMENT RATIO SHALL BE 7 1/2 GALLONS PER SACK

OF CEMENT. IF MORE WORKABILITY IS REQUIRED AN ADMIXTURE MAY

BE USED.

D MAXIMUM WEIGHT RATIO OF FINE AGGREGATES TO COARSE

AGGREGATES SHALL NOT EXCEED 2/3.

E REFER TO A.C.I. #301, LATEST EDITION, SECTION 800, FOR OTHER

PUMPING REQUIREMENTS.

F IN NO CASE SHALL CONCRETE BE PUMPED THROUGH AN ALUMINUM

TUBE.

FOUNDATION PLAN

22'

46'

21'-4"

21'-4"

24'-0" X 14'-0"

341 SQ FT

644 SQ FT

FENCED AREA

LIVING AREA

1 ORGINAL PLAN

1/4 IN = 1 FT1 ORGINAL PLAN

1/4 IN = 1 FT

18" X 18"306818" X 18"306818" X 18"

18" X 18" 9080 18" X 18" 18" X 18"

X

8"

GFCI

GFCI

GFCI

GFCI GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

E1 A-5 E1 A-5

ELEVATION 1

E2 A-5 E2 A-5

E3 A-5 E3 A-5

5 14

6' -3

1'

-6

6' -3

46'

3'-9" 1'-6"

17' 1'-6"

4'-3"9'3'-10" 1'-6"

3'-8"

2' -6

9'

2' -6

46'

3'-7" 1'-6" 4'-4" 3' 9'-10" 1'-6" 9'-10" 3' 4' 1'-6" 3'-11"

644 SQ FT

LIVING AREA

1 RENOVATION PLAN

1/4 IN = 1 FT1 RENOVATION PLAN

1/4 IN = 1 FT

WALL SCHEDULE

2D SYMBOL WALL TYPE

12" CONCRETE STEM WALL

8" CMU (BLOCK) STEM WALL

INTERIOR-4

CHRISTOPHER BUILDER & DESIGNER ASSUMES NO LIABILITY FOR ANY STRUCTURE CONSTRUCTED FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE PURCHASER OF THIS PLAN, TO PERFORM THE FOLLOWING, BEFORE ACTUAL CONSTRUCTION COMMENCES. 1. BUILDER OR CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. BUILDER OR CONTRACTOR MUST VERIFY AND COMPLY WITH ALL LOCAL BUILDING CODES OF THE AREA WHERE THE STRUCTURE IS TO BE CONSTRUCTED AND LOCATED.3. PLANS INDICATE LOCATIONS ONLY. ENGINEER ASPECTS SHOULD BE INCORPORATED TO ACTUAL SITE CONDITIONS.

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DIMENSION PLAN

DIMENSION PLAN NOTES:

1. THESE PLANS MUST BE VERIFIED AND CHECKED

COMPLETELY BY BUILDER, AND DISCREPANCY, ERROR,

AND OMISSION,IF FOUND, ARE TO BE BROUGHT UP

IMMEDIATELY TO OWNER BEFORE CONSTRUCTION

WORK OR PURCHASE IS MADE.

2. FEDERAL STATE, COUNTY AND LOCAL CITY ORDINANCE

AND BUILDING CODES TAKE PRECEDENCE OVER ANY

PART OF THESE DRAWINGS. ANY CONFLICT MUST BE

ADHERED TO THE PROJECT BEFORE CONSTRUCTION.

3. GENERAL CONTRACTOR AND TRADE PARTNERS SHALL

VISIT THE SITE AND BECOME FAMILIAR WITH ALL

EXISTING CONDITIONS PRIOR TO COMMENCING WORK.

4. GENERAL CONTRACTOR AND TRADE PARTNERS WILL

ASCERTAIN THAT NO DAMAGE WILL BE CAUSED TO

EXISTING SITE IMPROVEMENTS. IF SUCH DAMAGE

OCCURS, THE RESPONSIBLE PARTY WILL HAVE TO

REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE

OWNER.

5. DESIGNER NOT RESPONSIBLE FOR MATERIALS OR

WORKMANSHIP UNDER CONSTRUCTION, BUILDER TO

VERIFY ALL DIMENSIONS.

6. BUILDER SHALL CHECK ALL MEASUREMENTS AND MAKE

REQUIRED ADJUSTMENTS FOR PROPER

CONSTRUCTION.

7. ALL SPACES WITH FLOOR DRAIN- SLOPE NOT TO

EXCEED 2% (ONE-IN-FIFTY) IN ANY DIRECTION.

8. DO NOT SCALE DRAWINGS. DIMENSIONS ARE ACTUAL,

NOT NOMINAL, AS FOLLOWS:

COLUMNS- FROM CENTERLINE TO CENTERLINE

INTERIOR PARTITIONS- FROM STUD FACE TO STUD FACE

CONCRETE/ MASONRY- FROM FINISH FACE TO FINISH

FACE

EXTERIOR WALLS- FROM EXTERIOR STUD FACE TO

EXTERIOR STUD FACE.

9. ALL INTERIOR DOORS IN STUD WALL ASSEMBLES SHALL

BE SET A MINIMUM OF 4" OFF THE PERPENDICULAR

WALL ON THE HINGE SIDE OF THE DOOR U.N.O.

10. ALL MILLWORK, APPLIANCES, & EQUIPMENT SIZE TO BE

MEASURED ON SITE BEFORE ORDERING.

11. ALL FURR-OUT WALLS TO BE FRAMED WITH 2X4 STUDS,

UNLESS OTHERWISE NOTED ON PLAN.

12. ALL INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. W/ 1-

PLY. & 1/2" GYP BOARD AT EACH SIDE UNLESS NOTED

OTHERWISE.

13. ALL PLUMBING WALLS TO BE FRAMED WITH 2X6 STUDS.

14. WINDOWS IN BATHROOMS TO HAVE OPAQUE GLASS.

15. ALL WORK SHOULD BE INSPECTED PRIOR TO COVERING

OF FINISHES.

16. ALL MATERIALS SHOULD BE NEW AND OF THE HIGHEST

QUALITY.

17. PROVIDE 1-PLY 1/2" WATER RESISTANT GYP. BOARD AT

ALL BATHROOM WALLS.

18. PROVIDE 3-1/2" BATT INSULATION AT ALL BATHROOM

WALLS.

19. ALL EXTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C.

REFER TYPICAL WALL SECTION DETAIL.

20. PROVIDE EXTERIOR HOSE BIBS. REFER TO PLUMBING

PLAN FOR QUANTITY AND LOCATION.

21. PROVIDE BALL VALVE RECESSED WALL BOX W/ 3/8"

FLEX TUBING ROUTED TO REFRIGERATOR ICE MAKER

CONNECTION. PROVIDE IN-LINE FILTER.

GFCI

GFCI

GFCI

GFCI GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

1 ELECTRICAL PLAN

1/4 IN = 1/2 FT1 ELECTRICAL PLAN

1/4 IN = 1/2 FT

ELECTRICAL SCHEDULE

2D SYMBOL DESCRIPTION QTY COMMENTS

3-WAY SWITCH 2

4 BULB FLUORESCENT GROW LIGHTS 4

ELECTRICAL PANEL - SURFACE MOUNTED 2

GFCI RECEPTACLE 10

ELECTRIC METER 1

TOTALS: 19

GFCI

CHRISTOPHER BUILDER & DESIGNER ASSUMES NO LIABILITY FOR ANY STRUCTURE CONSTRUCTED FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE PURCHASER OF THIS PLAN, TO PERFORM THE FOLLOWING, BEFORE ACTUAL CONSTRUCTION COMMENCES. 1. BUILDER OR CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. BUILDER OR CONTRACTOR MUST VERIFY AND COMPLY WITH ALL LOCAL BUILDING CODES OF THE AREA WHERE THE STRUCTURE IS TO BE CONSTRUCTED AND LOCATED.3. PLANS INDICATE LOCATIONS ONLY. ENGINEER ASPECTS SHOULD BE INCORPORATED TO ACTUAL SITE CONDITIONS.

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RCP- ELECTRICAL PLAN

ELECTRICAL NOTES

1. POWER OUTLETS SET 18" ABOVE FINISHED FLOOR VERIFY

ACTUAL LAYOUT WITH BUILDER AND OWNER.

2. POWER, COMMUNICATION/DATA AND CABLE TV OUTLET

LOCATION. HEIGHT PLACEMENT TO BE VERIFIED AND

COORDINATED BY GC AND OWNER BASED ON AUDIO/VISUAL

EQUIPMENT SPECIFICATIONS.

3. POWER OUTLETS COORDINATE FINAL PLACEMENT WITH

BUILDER AND OWNER.

4. POWER OUTLETS SET AT END OF ISLAND MILLWORK. FINAL

PLACEMENT TO BE COORDINATED WITH BUILDER AND

OWNER.

5. POWER OUTLET AND RECESSED WATER/DRAIN BOX FOR

REFRIGERATOR/FREEZER. VERIFY CIRCUIT AND PLUS

CONFIGURATION REQUIREMENTS WITH BUILDER AND

OWNER BASED ON FINAL APPLICATION SELECTION.

6. POWER OUTLET FOR DISHWASHER. (NOTE: SET OUTLET AT

BACK WALL OF CABINET BOX)

7. HARDWIRE CONNECTION FOR EXHAUST HOOD. (NOTE: SET

HEIGHT MINIMUM 6'-0" A.F.F. VERIFY FINAL SELECTION WITH

BUILDER AND OWNER.

8. CEILINGS MOUNTED OUTLET FOR OVERHEAD GARAGE DOOR

OPENER. (VERIFY AND COORDINATE ACTUAL POWER

REQUIREMENTS WITH BUILDER).

9. LOCATION OF DRYER VENT WALL PENETRATION. (BUILDER

SHALL VERIFY ACTUAL ROUTING OF VENT WITH ROOF LINE).

10. 240-VOLT OUTLET FOR DRYER.

11. OUTLET AND VALVE DRAIN FOR WASHER.

12. 240-VOLT OUTLET FOR A/C UNIT.

13. 240-VOLT OUTLET FOR TANK-LESS WATER HEATER.

14. POWER OUTLET FOR WASHER AND DRYER. FINAL

PLACEMENT TO BE COORDINATED WITH BUILDER AND

OWNER.

15. SWITCH FOR ALL EXTERIOR FLOOR LIGHTS.

16. PROVIDE WEATHER PROOF RECEPTACLE OUTLETS UNDER

ROOF SOFFIT BETWEEN 8 TO 10 FOOT SEPARATION.

17. SWITCH FOR ALL EXTERIOR SOFFIT OUTLETS.

18. PROVIDE GFI ELECTRICAL OUTLET AT EVERY SINK IN ALL

BATHROOMS.

19. PROVIDE ELECTRICAL OUTLETS FOR A/C IN ROOM.

20. EXTERIOR FOG LIGHTS AND AREA LIGHT TO BE EQUIPPED W/

SENSORS AND AUTOMATIC TIMER.

21. ELECTRICAL METER TO BE LOCATED AS PER ELECTRICIAN

AND CONTRACTOR SPECIFICATIONS.

22. BREAKER PANEL TO BE LOCATED INSIDE GARAGE.

23. LOCATE OUTLET CONNECTION FOR ALARM SYSTEM UNIT, AS

PER CONTRACTOR AND INSTALLER SPECS.

24. ALL KITCHEN COUNTER OUTLETS TO 44" ABV. FFL.

25. ALL KITCHEN OUTLETS MUST BE NO MORE THAN 48" APART.

26. ALL KITCHEN COUNTER OUTLETS WITHIN 6 FEET OF A

WATER SOURCE MUST BE G.F.I. OR PER LOCAL CODES.

METAL ROOF DETAIL

1 FRAMING RAFTER PLAN

1/4 IN = 3/4 FT1 FRAMING RAFTER PLAN

1/4 IN = 3/4 FT

: 1

1 ROOF PLAN

1/4 IN = 3/4 FT1 ROOF PLAN

1/4 IN = 3/4 FT

Roof Eave Detail with Sloped Ceiling

ROOFING

ROOFING MEMBRANE

SIP ROOF

FLASHING

FASCIA

FASTEN PER

MANUFACTURER'S

SPECIFICATIONSBEVELED BLOCKING

INTERIOR FINISH

WALL SIP

WOOD TRIM

FINISH SIDING

CHRISTOPHER BUILDER & DESIGNER ASSUMES NO LIABILITY FOR ANY STRUCTURE CONSTRUCTED FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE PURCHASER OF THIS PLAN, TO PERFORM THE FOLLOWING, BEFORE ACTUAL CONSTRUCTION COMMENCES. 1. BUILDER OR CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. BUILDER OR CONTRACTOR MUST VERIFY AND COMPLY WITH ALL LOCAL BUILDING CODES OF THE AREA WHERE THE STRUCTURE IS TO BE CONSTRUCTED AND LOCATED.3. PLANS INDICATE LOCATIONS ONLY. ENGINEER ASPECTS SHOULD BE INCORPORATED TO ACTUAL SITE CONDITIONS.

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ROOF PLAN

HIGHEST RIDGEHIGHEST RIDGE

E1 FRONT VIEW

1/4 IN = 1 FTE1 FRONT VIEW

1/4 IN = 1 FT

HIGHEST RIDGE

E2 RIGHT SIDE VIEW

1/4 IN = 3/4 FTE2 RIGHT SIDE VIEW

1/4 IN = 3/4 FT

HIGHEST RIDGEHIGHEST RIDGE

E3 REAR VIEW

1/4 IN = 1 FTE3 REAR VIEW

1/4 IN = 1 FT

HIGHEST RIDGE

E4 LEFT SIDE VIEW

1/4 IN = 3/4 FTE4 LEFT SIDE VIEW

1/4 IN = 3/4 FT

CHRISTOPHER BUILDER & DESIGNER ASSUMES NO LIABILITY FOR ANY STRUCTURE CONSTRUCTED FROM THIS PLAN. IT IS THE RESPONSIBILITY OF THE PURCHASER OF THIS PLAN, TO PERFORM THE FOLLOWING, BEFORE ACTUAL CONSTRUCTION COMMENCES. 1. BUILDER OR CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. BUILDER OR CONTRACTOR MUST VERIFY AND COMPLY WITH ALL LOCAL BUILDING CODES OF THE AREA WHERE THE STRUCTURE IS TO BE CONSTRUCTED AND LOCATED.3. PLANS INDICATE LOCATIONS ONLY. ENGINEER ASPECTS SHOULD BE INCORPORATED TO ACTUAL SITE CONDITIONS.

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ELEVATION PLAN