Residential Design

SYMBOL LEGEND

Sheet Index Layout ID

MATERIAL LEGEND

A.1.0 A.1.1 A.1.2 A.2.1 A.2.2 A.3.1 A.4.1 E.1

DETAIL NUMBER ON SHEET

X X

DETAIL TAG

BATT INSULATION

SHEET NUMBER BRICK

X X

ELEVATION TAG CONCRETE

X X

SECTION TAG

CMU (IN PLAN)

EARTH

X

COLUMN LINE TAG FINISHED WOOD

XXX

DOOR TAG GRAVEL

X

WINDOW SYMBOL TAG

X

DEMOLITION TAG

X

WALL TYPE TAG

PLYWOOD

FLOOR TO CEILING HEIGHT

RIGID INSULATION

X'-X"

GYPSUM BOARD OR SHEATHING

(SUBFLOOR TO BOTTOM OF SOFFIT FRAMING)

X

REVISION TRIANGLE

ROUGH WOOD (CONTINUOUS)

ROUGH WOOD (NON-CONTINUOUS) BEARING OR FLOOR ELEVATION

CL

CENTERLINE

Layout Name Cover Sheet Foundation 1st Floor Roof Front + Right Elevations Rear + Left Elevations Building Sections WALL SECTION 1st Floor

Published

Remark

ABBREVIATIONS A.F.F. A.C.T. ALUM. APPROX. CPT. C.I. C.B. CT C.O. CONC. C.M.U.

ABOVE FINISHED FLOOR ACOUSTICAL CEILING TILE ALUMINUM APPROXIMATELY CARPET CAST IRON CEMENT BOARD CERAMIC TILE CLEAN OUT CONCRETE CONCRETE MASONRY UNIT

CONT. C.J. C.MRBL.

CONTINUOUS CONTROL JOINT CULTURED MARBLE

DIA. D.S. DWGS. E.W.C. EXP. JT. EXT.GWB F.R.P. F.E.C. F.D.

DIAMETER DOWN SPOUT DRAWINGS ELECTRIC WATER COOLER EXPANSION JOINT EXT. GYPSUM WALL BOARD FIBERGLASS REINFORCED POLYESTER FIRE EXTINGUISHER CABINET FLOOR DRAIN

FTG. GA. G.W.B. HDWD. F-X LB. LIN. L-X MECH. M.O. MW-X MRGWB O.C. O.H. PCT OPP. P. LAM. PNT-X POLY P.T. PTD.

FOOTING GAUGE GYPSUM WALL BOARD HARDWOOD HOLLOW METAL DOOR FRAME TYPE POUND LINOLEUM LINTEL NUMBER MECHANICAL MASONRY OPENING MILLWORK ITEM NUMBER MOISTURE RESISTANT G.W.B. ON CENTER OVER HANG PORCELAIN TILE OPPOSITE HAND PLASTIC LAMINATE PAINT COLOR POLYETHYLENE PRESSURE TREATED PAINTED

Q.T.

QUARRY TILE

REINF. R.D. R.L.

REINFORCED ROOF DRAIN ROOF LEADER

R.O. R.B. SEAL SLT. S.S.M. SQ. S.S. S.T. S.C. STRUCT. T-X

ROUGH OPENING RUBBER BASE SEALED CONCRETE SLATE TILE SOLID SURFACE MATERIAL SQUARE STAINLESS STEEL STAIR TREAD STAMPED CONCRETE STRUCTURAL THRESHOLD TYPE

T.P.

TOILET PARTITION

T.O.M.

TOP OF MASONRY

T.O.S. TYP. VERT. V.C.T. V.W.C.

TOP OF STEEL TYPICAL DETAIL VERTICAL VINYL COMPOSITION TILE VINYL WALLCOVERING

AREA CALCULATIONS:

1ST FLOOR

2,532 SF

TOTAL HEATED

2,532 SF

GARAGE PORCH

TOTAL COVERED

Av Cr 9 100-07 Of. 310 Bogota, Colombia Ph. 571-6162718 info@nextcad.net CONSULTANTS

632 SF 68 SF

3,232 SF

STEEL

ORTIZ RESIDENCE

MARK

DATE 9.18.12 10.01.12 10.11.12 11.15.12

DESCRIPTION

PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT

SHEET TITLE

Cover Sheet

ORTIZ RESIDENCE SHEET 1

OF

1 A.3.1

58'-9"

CONCRETE AND FOUNDATIONS 1. Contractor to determine exact specifications, locations, and sizes of furnace and water heaters. 2. Unless noted otherwise, all framing lumber to be Southern yellow pine. 3. All slabs on grade shall be 3000 PSI (28- day compressive strenght concrete) unless noted otherwise. 4. All slabs on grade shall bear on 4" compacted granular fill with opt. 6x6 - 10x10 welded wire mesh (wwm), unless noted otherwise. 5. Interior slabs shall have 6 mil. polyethylene vapor barrier underneath. 6. Concrete slab in garage shall slope toward garage doors. 7. Provide proper expansion and control joints as per local requirements. 8. Foundation concrete walls shall be constructed with:

A.2.2 1

A) Grade S. type 1, Hollow core load bearing concrete masonry units. B) Grade S. type 1, specialty shapes load bearing concrete masonry units as required. C) Type "M" mortar D) Provide continuous horizontal joint reinforcing with 9 gauge wire every third course. E) Reinforcing must comform with your local building requirements.

17'-5 1/4"

13'-11 3/4"

4" CONC. SLAB OVER 4" COMPACTED BASE (4,000 PSI) PROVIDE 6 MIL VAPOR BARRIER W/ JOINTS LAPPED NOT LESS THAN 6" BETWEEN CONC. SLAB AND THE COMPACTED BASE

13'-4 3/4"

NOTE: PROVIDE SOLID WOOD BLOCK BRIDGING BETWEEN FLOOR JOISTS THROUGHOUT; AS REQUIRED

Av Cr 9 100-07 Of. 310 Bogota, Colombia Ph. 571-6162718 info@nextcad.net

THICKENED SLAB. SEE DTL 2/ A1.0 26'-2"

26'-3 3/4"

NOTE: PROVIDE TERMITE PROTECTION BY CHEMICAL SOIL TREATMENT OR OTHER METHODS AS APPROVED BY THE NORTH CAROLINA DEPT. OF AGRICULTURE; SOIL BENEATH A SLAB-ON-GRADE SHALL BE CHEMICALLY TREATED PRIOR TO PLACING CONCRETE

14'-11 3/4"

18'-7 1/4"

All 24"x24"x12"concrete pads to have (3) #4 rods each way Al 36"x36"x18" concrete pads to have (4) #4 rods each way All 48"x48"x18" concrete pads to have (4) #4 rods each way Verify depth of frost footings with your local codes. Provide termite protections required by NC Department of Agriculture minimum property standards. Foundation bolts must be anchored to sill plate with 1/2" bolts embedded 15" in filled cores, 6'-0" O.C.

8" BLOCK WALL ON 24" W X 12" D CONC FTG W/2#4 BARS CONT

26'-4"

4'-1/2"

CONSULTANTS

26'-4"

14'-11 3/4"

2 A.3.1 12'-4"

2 A.3.1

7'-8 1/2"

3'-11 1/4"

10'-11 1/4"

4'-1/2"

10'-11 1/4"

#4@18"

#4@18" #4@18"

#4@18"

#4@18" #4@18" #4@18"

#4@18" #4@18" #4@16"

#4@16"

#5@18"

#4@12"

#5@18"

#4@12"

#4@12" #4@12"

#4@12" #5@18"

#4@12" #5@16"

#5@16" #5@12"

#5@18" #5@16"

#5@16" -

#5@16"

#5@12"

#5@12" -

#5@12" #5@12" -

#5@12" #5@12"

#5@10" -

#5@10" #5@10"

-

13'-4 3/4"

5'-5 1/2"

8" BLOCK WALL ON 24" W X 12" D CONC FTG W/2#4 BARS CONT

3'-5 1/2"

21'-5 1/2"

ORTIZ RESIDENCE

EARTH, GRAVEL OR OTHER APPROVED MATERIAL FILL & TAMP (IF REQUIRED)

2'-7 3/4"

5'

-

THICKENED SLAB. SEE DTL 2/ A1.0

71'-5"

#4@18"

2 A.2.1

#4@18" #4@18"

6'-3 3/4"

#4@18" #4@18"

14'-2 1/2"

12'-0"

SLOPE DOWN 1/8" PER FOOT

13'-0"

#4@18" #4@18"

18'-3 1/4"

12'-6"

#4@18" #4@18"

A.2.2 2

11'-6"

#4@18" #4@18"

71'-5"

10'-6"

7'-0"

11'-0"

#4@18" #4@18"

69'-1"

4'-3/4"

12" POURED CONCRETE FOUNDATION WALL VERTICAL REINFORCEMENT (V) BACKFILL HEIGHT "Z"

4'-2 1/2"

12'-10 1/2"

CONTROL JOINT AT SLAB ON GRADE, SAWCUT 1"

9'-2 1/2"

1 A.3.1

MARK

6'-4"

8'

DATE 9.18.12 10.01.12 10.11.12 11.15.12

DESCRIPTION

26'-10"

18'

SLOPE DOWN 1/8" PER FOOT

2X_ STUD WALL FOOTING TO BE CENTERED UNDER WALL

SLAB (SEE PLAN)

WWM (IF SHOWN ON PLAN)

1/2" DIAM. BOLTS @ 6' O.C. WITH 7" MIN. EMBEDMENT

2-#4 BARS

3" COVER OVER REBAR

4" CONC. SLAB OVER 4" COMPACTED BASE (4,000 PSI) PROVIDE 6 MIL VAPOR BARRIER W/ JOINTS LAPPED NOT LESS THAN 6" BETWEEN CONC. SLAB AND THE COMPACTED BASE

24'-11 1/2"

CJ

DESCRIPTION

6'-4"

DESIGNATION

44'-7"

FOUNDATION LEGEND

PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT

8" BLOCK WALL ON 24" W X 12" D CONC FTG W/2#4 BARS CONT

SHEET TITLE

2'-4"

6'-2 1/4"

3"

Foundation

FOOTING TO BEAR ON UNDISTURBED RESIDUAL SOIL OR 95% COMPACTED FILL

6 MIL VAPOR BARRIER (WHEN REQ. BY CODE) OVER 4" POROUS STONE

14'

1'-0"

7'-8"

13'-1"

10'-8"

58'-9"

1'-8"

THICKENED SLAB SCALE: 1" = 1'-0"

13'-4"

1 A.2.1

2

FOUNDATION PLAN SCALE: 1/4" = 1'-0"

A.1.0

1 SHEET 2

OF

1 A.3.1 57'-10"

GENERAL PLAN NOTES 7'-4 1/2"

15'-3/4"

8'-8"

8'

11'-4 3/4"

7'-4"

1. DRAWINGS ARE NOT TO BE SCALED; DIMENSIONS IN QUESTION SHALL BE CLARIFIED BY ARCHITECT.

A.2.2 1

2. ALL EXTERIOR DIMENSIONS ARE SHOWN TO THE OUTSIDE FACE OF STUD; UNLESS OTHERWISE NOTED. 3. ALL INTERIOR DIMENSIONS ARE SHOWN TO THE INSIDE FACE OF STUD; UNLESS OTHERWISE NOTED. 4. ALL INTERIOR WALLS ARE ASSUMED TO BE 3 1/2" WOOD STUDS; UNLESS OTHERWISE NOTED. 5. ALL EXTERIOR WALLS ARE ASSUMED TO BE 3 1/2" WOOD STUDS (PLUS 1/2" EXTERIOR WALL SHEATHING); UNLESS OTHERWISE NOTED. 6. ALL FIRST FLOOR WINDOW HEADERS TO BE AT 8'-0" U.N.O. / ALL SECOND FLOOR WINDOW HEADERS TO BE AT 8'-0" U.N.O.

2-28x56

3-28x56

2-28x56

3-28x56

7. ALL FIRST FLOOR FRAMING TO BE 14" PRE-ENGINEERED JOISTS @ 16" O.C.; UNLESS OTHERWISE NOTED. 8. ALL SECOND FLOOR FRAMING TO BE 14" PRE-ENGINEERED JOISTS @ 16" O.C.; UNLESS OTHERWISE NOTED.

2 2-0X6-10

9. ALL DOORS TO BE CENTERED; UNLESS OTHERWISE NOTED. 10. PROVIDE WOOD BLOCKING IN WALLS FOR MOUNTING OF ALL CABINETS, TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS. 2 2-0X6-10

11. ALL CABINETRY TO BE DESIGNED BY OTHERS AND SHALL MEET ALL APPLICABLE ACCESSIBILITY CODES (IF REQUIRED). 12. ALL FINISH AND COLOR SELECTIONS TO BE APPROVED BY OWNER. 13. NUMBER OF EXTERIOR RISERS TO BE FIELD VERIFIED; AT LOCATIONS WHERE 4 OR MORE ARE REQUIRED A HANDRAIL WILL ALSO BE REQUIRED. 14. PROVIDE TERMITE CHEMICAL AT FOUNDATION; AS REQUIRED.

CL.

14'-7 1/2" 18'

28x32

9'-10"

3'-4"

28x32

9'-6 1/2"

9'-8 3/4"

7'-11 1/2"

6'-3"

LAUNDRY 9'-11 1/2" x 5'-7 1/2"

2-8X6-10

2'-7 1/2"

5'

PORCH

ALL POINT LOADS FROM THE ROOF MUST BE TRANSFERRED DOWN THROUGH TO THE FIRST FLOOR WITH THE SAME AMOUNT OF STUDS TWO STORY WALLS WITHOUT AN INTERMEDIATE FLOOR, TO BE 2X6 @ 16" O.C. 3-28x56

ORTIZ RESIDENCE

W

D

22'-10"

2-28x56

28x32

20x10

MARK

6'-8"

1 A.3.1

6'-8"

W.I.C. 9'-11 1/2" x 5'-11 1/2"

70'-6"

LIVING / DINING 15'-5 1/2" x 13'-3"

3-0X6-10

40x10

10'-4"

68'-2"

POWDER

4'-1/2"

28x32

15'-10"

6'-4"

5'-7 1/2"

6'

3'-5 1/2"

2 A.2.1

2-6X6-10

5 1/2"

5'-3 1/2"

INSTALL A MINIMUM OF (3) 2X4 STUD UNDER ALL BEAMS, LVL OR BUILT-UP AT THE FIRST FLOOR LEVEL U.N.O.

EGRESS WINDOW REQUIREMENTS 12'-1 1/4"

24'-6"

GARAGE 22'-2" x 24'-1 1/2"

DESCRIPTION

27'-2"

PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT

14'-8 3/4"

FLOOR INSIDE ROOM

DATE 9.18.12 10.01.12 10.11.12 11.15.12

27'-8 3/4"

5.7 SQ. FT MIN.

18'-0"x7'-0"

SHEET TITLE

1st Floor 2'-4"

NCRC 310.1.1 (CON'T.) EACH EGRESS WINDOW FROM SLEEPING ROOMS MUST HAVE A MIN. TOTAL GLASS AREA OF NOT LESS THAN 5 SQ. FT. IN THE CASE OF A GROUND FLOOR WINDOW AND NOT LESS THAN 5.7 SQ. FT. IN THE CASE OF A SECOND STORY WINDOW.

26'-10"

44" MAX.

22" MIN.

NCRC 2009 310.1 EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EXTERIOR WINDOW OR EXTERIOR DOOR APROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST BE OPERABLE FROM THE INSIDE TO A FULL CLEAR OPENING WITHOUT THE USE OF A KEY OR TOOL. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE, THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR.

20" MIN.

2'-4 1/2"

FOYER

BEDROOM 12'-5" x 12'-6 1/2"

INSTALL DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS U.N.O.

L.

5'-4 1/2"

2-4X6-10

8"

OPTIONAL STAIRCASE TO ATTIC

2'-4 1/2"

CT.

ALL FIRST FLOOR LOAD BEARING HEADERS TO BE 2-2X10's U.N.O.

4 SQ. FT MIN.

5'-7"

8" 6'-9 1/2"

2-4X6-10

2 2-0X6-10

2-2X10'S HEADERS TYP. U.N.O. AT ALL LOAD BEARING WALLS

NCRC 310.1.1 THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 22". THE MIN. NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20". THE NET CLEAR OPENING AREA SHALL NOT BE LESS THAN 4 SQ. FT.

2-4X6-10

3'-8" 3'-8 1/2"

4'-1/2"

2-8X6-10

8"

2-8X6-10

13'-2 1/2"

FIRST FLOOR NOTES

6'-9 1/2"

34'-5" 2-6X6-10

13'-3"

CONSULT ENGINEER

8"

3'-10 1/2"

CL.

2 2-0X6-10

11'-1"

14'-8"

2X6 @ 16" O/C

10'-2"

MASTER BATHROOM

13'-11"

11'-0"

8"

PANTRY

2-4X6-10

h

9'-2 1/2"

6'-6 1/2"

10'-0"

5'

2 2-0X6-10

CL.

8'-11"

2X4 @ 12" O/C

2 2-0X6-10

5'-2"

4'-2 1/2"

2-8X6-10

2'-4 1/2"

11'-0"

4'-2 1/2" 2-6X6-10

BATH

70'-6"

h

3'-8 1/2"

15'-6"

16'-4 1/2"

10'-10"

F

A.2.2 2

23'-10 1/4"

2X4 @ 16" O/C

2 A.3.1

7'-6"

4'-1/2"

DINING 15'-2 1/2" x 11'-4"

KITCHEN 10'-9" x 11'-4"

11'-4 1/2"

12'-4"

2-28x56

BEDROOM 12'-5" x 11'-11 1/2"

43'-8"

STUD SIZE & SPACING

18'-0"

CONSULTANTS

2-6X6-10

13'-1"

10'-0" h

2 2-0X6-10

2 A.3.1

WALL STUD REQUIREMENTS 10'-0"

MASTER BEDROOM 14'-0" x 17'-7 1/2"

DW

ACCEPTABLE

h

Av Cr 9 100-07 Of. 310 Bogota, Colombia Ph. 571-6162718 info@nextcad.net

2-8X6-10

* ALL HANGERS BY SIMPSON STRONG-TIE CO., INC. (BRAND-NAME EQUIVALENTS

EXT. WALL HT. (h)

8' 5 1/2" CLG.

FAMILY ROOM 25'-11 1/2" x 14'-0"

25'-4 1/2"

LUS28 LUS210 LUS210 HUS28-2 HUS210-2 HUS212-2 LUS28-3 LUS210-3 HU212-3 MIN HGUS410 HGUS410 HGUS412 HGUS412 HGUS414 HGUS414 HGUS414 HGUS5.50/10 HGUS5.50/10 HGUS5.50/12 HGUS5.50/12 HGUS5.50/14 HGUS5.50/14 HGUS5.50/14 HGUS7.25/10 HGUS7.25/10 HGUS7.25/12 HGUS7.25/12 HGUS7.25/14 HGUS7.25/14 HGUS7.25/14

14'-4 1/2"

9' 1 1/2" CLG.

25'-8 1/2"

TYPICAL HANGERS FOR JOIST AND BEAM MEMBER HANGER

26'-4"

3'-10 1/2"

19'-9 3/4"

18. ALL DOORS TO BE 8' HIGH UNLESS OTHERWISE NOTED.

2X8 2 X 10 2 X 12 2-2X8 2 - 2 X 10 2 - 2 X 12 3-2X8 3 - 2 X 10 3 - 2 X 12 2-13/4" X 91/4" LVL 2-13/4" X 91/2" LVL 2-13/4" X 111/4" LVL 2-13/4" X 111/2" LVL 2-13/4" X 14" LVL 2-13/4" X 16" LVL 2-13/4" X 18" LVL 3-13/4" X 91/4" LVL 3-13/4" X 91/2" LVL 3-13/4" X 111/4" LVL 3-13/4" X 111/2" LVL 3-13/4" X 14" LVL 3-13/4" X 16" LVL 3-13/4" X 18" LVL 4-13/4" X 91/4" LVL 4-13/4" X 91/2" LVL 4-13/4" X 111/4" LVL 4-13/4" X 111/2" LVL 4-13/4" X 14" LVL 4-13/4" X 16" LVL 4-13/4" X 18" LVL

BEDROOM 14'-1" x 13'-0"

13'-4 1/2"

17. ALL COUNTERTOPS TO BE 36" A.F.F.; UNLESS OTHERWISE NOTED.

2'-4 1/2" 9'-6"

14'-9"

16. HVAC RETURN(S) TO BE DETERMINED ON SITE.

25'-4 1/2"

15. MIN. 22 1/2"(w)x54 1/2"(l) ATTIC ACCESS DOOR W/ PULL DOWN LADDER TO BE DETERMINED ON SITE.

2-28x56

28x56

1 A.2.1 6'-6 1/2"

6'-6 1/2" 13'-1"

2'-8"

4'-5 1/2"

2'-8"

3'-9 1/4"

14'-3"

3'-10 3/4" 7'-8"

6'-1"

6'-1" 12'-2"

5'-9 1/2"

4'-10 1/2" 10'-8"

A.1.1

57'-10"

1st FLOOR PLAN SCALE: 1/4" = 1'-0"

1

SHEET 3

OF

1 A.3.1

ROOF NOTES 1. HIPS AND RIDGES ARE 2X8" (U.N.O.) 2. VALLEYS ARE 2X10'S (U.N.O.)

A.2.2 1

3. INSTALL A MINIMUM OF (2) STUDS UNDER ALL ROOF BRACES THAT BEAR ON WALLS

1'

NOTE: BUILDER TO CONFIRM THE SQ. IN./FT. VENTED AREA w/ THEIR MANUF. OF VENTING PRODUCTS USED FOR THIS CONSTRUCTION SO THEY WILL COMPLY w/ THE CALCULATED SQ. IN./FT. OF VENTED AREA REQUIRED.

1'

PROVIDE 18" OVERHANG THROUGHOUT U.N.O.

Av Cr 9 100-07 Of. 310 Bogota, Colombia Ph. 571-6162718 info@nextcad.net

10:12

ROOF VENTILATION CALCULATIONS 2" CONT. ALUM. SOFFIT VENT = 8 SQ. IN./FT. OF VENT AREA RIDGE VENT - 12.5 SQ. IN./FT. OF VENT AREA

UPPER ROOF: ATTIC VENTILATED AREA: 2,910 S.F. x 144 SQ. IN. x 1/300 = 1,396.8 SQ. IN. VENT REQUIRED 245' L.F. SOFFIT VENT x 8 SQ. IN./FT. = 1,960 SQ. IN. SOFFIT VENT AREA 30' L.F. RIDGE VENT x 12.5 SQ. IN./FT. = 375 SQ. IN. RIDGE VENT AREA X 50% = 187.5 SQ. IN. TOTAL ACTUAL RIDGE & SOFFIT VENT AREA = 2,147.5 SQ. IN. VENT AREA ROOF VENTING REQUIRED = 1,396.8 SQ. IN. VENT AREA

CONSULTANTS

LOWER ROOF: ATTIC VENTILATED AREA: 1,144 S.F. x 144 SQ. IN. x 1/300 = 549 SQ. IN. VENT REQUIRED 113' L.F. SOFFIT VENT x 8 SQ. IN./FT. = 904 SQ. IN. SOFFIT VENT AREA 37' L.F. RIDGE VENT x 12.5 SQ. IN./FT. = 462.5 SQ. IN. RIDGE VENT AREA X 50% = 231.25 SQ. IN. TOTAL ACTUAL RIDGE & SOFFIT VENT AREA = 1,135.25 SQ. IN. VENT AREA ROOF VENTING REQUIRED = 549 SQ. IN. VENT AREA

2 A.3.1

12:12

ROOF/FLOOR FRAMING SCHEDULE AND LEGEND DESIGNATION

2X8 SPF#2 RAFTERS @ 16" O.C. 2X6 SPF#2 RAFTERS @ 16" O.C. 2- 1 3/4" X 14" LVL 1.9 E 3-2X10 BEAM 2X6 SPF#2 CEILING JOIST @ 16" O.C. 2X8 SPF#2 CEILING JOIST @ 16" O.C. 2X6 SPF#2 CEILING JOIST @ 8" O.C. BEARING BEAM LOCATION UPPER STORY LOAD POINT ON BEAM BEAM HUNG OFF ANOTHER 14" TJI 230 PRO @16" O.C. 2-14" TJI 230 PRO @16" O.C.

FJ DFJ

12:12 10:12

R R* 2- 14" LVL B3210 CJ CJ* CJ**

DESCRIPTION

2 A.2.1

A.2.2 2

OVERBUILT ROOF AREA

ROOF FRAMING RESIDENTIAL PLAN NOTES

ORTIZ RESIDENCE

1. RAFTERS TO BE 11 7/8" PRE-ENGINEERED TRUSSES UNLESS NOTED OTHERWISE. 2. ROOF SHEATHING OVER RAFTERS TO BE 1/2" NOMINAL ORIENTED STRAND BOARD (OSB). ROOF SHEATHING OVER TRUSSES TO BE 5/8" NOMINAL (OSB). NAIL PER MANUFACTURER'S RECOMMENDATIONS.

4.

- INDICATES LOCATION OF RAFTER BRACE AT RAFTER LEVEL.

5.

- INDICATES DIRECTION OF BRACE TO PARTITION / BEAM BELOW.

6.

- INDICATES VERTICAL OR ALMOST VERTICAL BRACE TO PARTITION / BEAM BELOW.

4:12

3. COLLAR (WIND) TIES TO BE 2X4 @ 4'-0" O/C AT ALL RIDGES. THREE COLLAR (WIND) TIES MINIMUM AT ALL RIDGES, EVEN IF TWO TIES MUST BE PUT ON ONE SET OF RAFTERS.

1'

7. ALL BRACES TO BE 2-2X4 T-BRACES NAILED W/ 16d NAILS AT 9 INCHES O/C FULL LENGTH. BRACES LONGER THAN 10'-0" MUST BE BRACED HORIZONTALLY IN TWO OPPOSING DIRECTIONS U.N.O.

12:12

8. ALL HOGS ON CEILING JOISTS TO BE 2-2X6. NAIL VERTICAL HOG ON CEILING JOIST TO 2-2X4 BRACE WITH 2-16d NAILS.

MARK 1 A.3.1

9. MAXIMUM SPANNING OF RAFTER BRACES FOR 2X6 HOG IS 4'-0" O/C. RAFTERS CAN BE SPLICED OVER HOGS WITH 2-2X4 BRACES. 10. DETAILS: 16d NAILS @ 16" O.C. 16d NAILS @ 9" O.C.

RAFTER

16d NAILS @ 9" O.C.

12:12

BRACE

2'-0"

2X6

DESCRIPTION

2'-0"

BRACE

DATE 9.18.12 10.01.12 10.11.12 11.15.12

2X6 16d NAILS @ 16" O.C. 2X6 2X6 HOG - ROOF

2X6 HOG - CEILING

2-2X4'S BRACE

PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT

T-BRACE

11. BRACE TOP OF ALL ROOF RAFTER KNEE WALLS TO CEILING JOISTS WITH DIAG. 2X4 AT 4'-0" O/C WITH 7 16d NAILS EACH END OF DIAGONAL BRACE. 12. ROOF TRUSSES TO BE BUILT AND DESIGNED PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT TRUSS LAYOUT TO ENGINEER FOR REVIEW PRIOR TO FABRICATION. 13. MASONRY VENEER SUPPORT ANGLE:

2X4 STUD @ 16" O.C.

FLASHING AND COUNTER FLASHING REQUIRED 1'

SHEET TITLE

2X4 STUD @ 16" O.C. (MIN.)

6" X 4" X 5/16" ANGLE W/3-2"X2"X1/4" STOPS WELDED @ BOTTOM OF CLIMB @ 24" O.C.

2" X 2" X 1/2" STOP @ 24" O.C.

2'-0"

2-2X8 BLOCKING W/JACKS 1'

6" X 4" X 5/16" ANGLE LONG LEG VERTICAL

Roof

TRIPLE RAFTER NAILED TO STUDS W/3-16D PER STUD

ANGLE IS LAGGED TO BLOCKING W/ 3/8" X 3" LAG SCREWS. DRILL 1/4" PILOT HOLE & SOAP LAG SCREWS.

12:12 1 A.2.1

SECTION (2X SCALE)

ELEVATION

NOTE: LAG BOLTS MUST FIT TIGHTLY AGAINST BLOCKING. DO NOT ALLOW SHEATHING BOARD TO SANDWICH BETWEEN BLOCKING AND ANGLE

ROOF PLAN SCALE: 1/4" = 1'-0"

A.1.2

1 SHEET 4

OF

12 10

40 YEAR ARCHITECTURAL SHINGLES ON 1 LAYER OF 30# FELT ON 1/2" FIRE RETARDANT TREATED PLYWOOD ON RAFTERS PER SCHEDULE. APPLIED AS REQUIRED IN SECTIONS R803 & R905 OF 2009 NCRC.

Av Cr 9 100-07 Of. 310 Bogota, Colombia Ph. 571-6162718 info@nextcad.net

PROVIDE NON CORROSIVE FLASHING AT ALL WALL/ROOF INTERSECTION AS PER SECTION R703.8 OF 2009 NCRC

CONSULTANTS

1ST FLOOR CEILING HEIGHT 9'-1 1/2"

9'-1 1/2" 6'-10"

T.O.W 6'-10"

1ST FLOOR SUBFLOOR 0'-0"

BRICK VENEER

BRICK ROWLOCK TYPICAL

RIGHT ELEVATION SCALE: 1/4" = 1'-0"

2

ORTIZ RESIDENCE 40 YEAR ARCHITECTURAL SHINGLES ON 1 LAYER OF 30# FELT ON 1/2" FIRE RETARDANT TREATED PLYWOOD ON RAFTERS PER SCHEDULE. APPLIED AS REQUIRED IN SECTIONS R803 & R905 OF 2009 NCRC.

MARK

12 12 2-0 X 3-2

12 12

DATE 9.18.12 10.01.12 10.11.12 11.15.12

DESCRIPTION

CEDAR SHAKES

12

PROVIDE NON CORROSIVE FLASHING AT ALL WALL/ROOF INTERSECTION AS PER SECTION R703.8 OF 2009 NCRC

12 9'

12 10

PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT

5'

1ST FLOOR CEILING HEIGHT 9'-1 1/2" T.O.W 6'-10"

BRICK SOLDIER COURSE TYPICAL

SHEET TITLE

9'-1 1/2" 6'-10"

STONE VENEER

Front + Right Elevations 1ST FLOOR SUBFLOOR 0'-0"

BRICK VENEER

WOOD COLUMN

BRICK ROWLOCK

STONE VENEER

FRONT ELEVATION SCALE: 1/4" = 1'-0"

A.2.1

1 SHEET 5

OF

12 40 YEAR ARCHITECTURAL SHINGLES ON 1 LAYER OF 30# FELT ON 1/2" FIRE RETARDANT TREATED PLYWOOD ON RAFTERS PER SCHEDULE. APPLIED AS REQUIRED IN SECTIONS R803 & R905 OF 2009 NCRC.

12

10

Av Cr 9 100-07 Of. 310 Bogota, Colombia Ph. 571-6162718 info@nextcad.net

PROVIDE NON CORROSIVE FLASHING AT ALL WALL/ROOF INTERSECTION AS PER SECTION R703.8 OF 2009 NCRC

CONSULTANTS

1ST FLOOR CEILING HEIGHT 9'-1 1/2"

9'-1 1/2" 6'-10"

T.O.W 6'-10"

1ST FLOOR SUBFLOOR 0'-0" BRICK ROWLOCK TYPICAL

STONE VENEER

LEFT ELEVATION SCALE: 1/4" = 1'-0"

2

ORTIZ RESIDENCE

40 YEAR ARCHITECTURAL SHINGLES ON 1 LAYER OF 30# FELT ON 1/2" FIRE RETARDANT TREATED PLYWOOD ON RAFTERS PER SCHEDULE. APPLIED AS REQUIRED IN SECTIONS R803 & R905 OF 2009 NCRC.

12

MARK

12

DATE 9.18.12 10.01.12 10.11.12 11.15.12

DESCRIPTION

PROVIDE NON CORROSIVE FLASHING AT ALL WALL/ROOF INTERSECTION AS PER SECTION R703.8 OF 2009 NCRC

PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT

1ST FLOOR CEILING HEIGHT 9'-1 1/2"

T.O.W 6'-10"

SHEET TITLE

9'-1 1/2" 6'-10"

BRICK VENEER

Rear + Left Elevations 1ST FLOOR SUBFLOOR 0'-0"

BRICK VENEER

GLASS FRENCH DOOR

BRICK ROWLOCK TYPICAL

REAR ELEVATION SCALE: 1/4" = 1'-0"

A.2.2

1 SHEET 6

OF

1 A.4.1

12

Av Cr 9 100-07 Of. 310 Bogota, Colombia Ph. 571-6162718 info@nextcad.net

12

2X 8 @ 16" O.C. RAFTER

KNEE WALL BRACE W/ 2X4'S @ 48" O.C.

CONSULTANTS 9 3/8"

9 3/8"

2X6 SUB-FASCIA NAILED TO END OF RAFTERS

1X2 PRIMETRIM OVER 1X8 PRIMETRIM OVER FASCIA; PAINTED

1ST FLOOR CEILING HEIGHT 9'-1 1/2"

2X4 DOUBLE TOP PLATE

9'-1 1/2"

BRICK VENEER 4" CONC. SLAB

6'-10"

8'- 5 1/2"

10'

T.O.W 6'-10"

8" CMU.

KITCHEN

DINING

MASTER BEDROOM

1ST FLOOR SUBFLOOR 0'-0"

BUILDING SECTION SCALE: 1/4" = 1'-0"

2

ORTIZ RESIDENCE

MARK

12

10

DATE 9.18.12 10.01.12 10.11.12 11.15.12

DESCRIPTION

2X 8 @ 16" O.C. RAFTER

2X6 SUB-FASCIA NAILED TO END OF RAFTERS

4

12

2X 8 @ 16" O.C. CEILING JOISTS R-30 BLOWN INSUL.

1X2 PRIMETRIM OVER 1X8 PRIMETRIM OVER FASCIA; PAINTED 2X4 DOUBLE TOP PLATE

1ST FLOOR CEILING HEIGHT 9'-1 1/2"

PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT

9'-1 1/2"

T.O.W 6'-10"

BRICK VENEER

SHEET TITLE 6'-10"

BEDROOM

10'

CONT. CONC. FTG SEE STRUCT. DWGS.

Building Sections

4" CONC. SLAB 8" CMU. CONT. CONC. FTG SEE STRUCT. DWGS.

LIVING / DINING

DINING

FAMILY ROOM 1ST FLOOR SUBFLOOR 0'-0"

BUILDING SECTION SCALE: 1/4" = 1'-0"

A.3.1

1 SHEET 7

OF

Av Cr 9 100-07 Of. 310 Bogota, Colombia Ph. 571-6162718 info@nextcad.net CONSULTANTS

2X 8 @ 16" O.C. RAFTER 40 YEAR ASPHALT SHINGLES ON 1 LAYER OF 30# FELT ON 1/2" FIRE RETARDANT TREATED PLYWOOD ON RAFTERS PER SCHEDULE. APPLIED AS REQUIRED IN SECTIONS R803 & R905 OF 2009 NCRC

2X6 SUB-FASCIA NAILED TO END OF RAFTERS ALUM. COLLECTOR GUTTER @ END OF RAFTER

9 3/8"

KNEE WALL BRACE W/ 2X4'S @ 48" O.C.

1X2 PRIMETRIM OVER 1X8 PRIMETRIM OVER FASCIA; PAINTED CONT. PAINTED SOFFIT w/ CONT. 2" PREFAB. VENT 2-2X8

1ST FLOOR CEILING HEIGHT 9'-1 1/2" CEILING JOIST w/R30 BATT INSUL. BLOWN

ORTIZ RESIDENCE

2X4 DOUBLE TOP PLATE ASPHALT-SATURATED WEATHERRESISTANT FELT, OVER 1/2" SHEATHING AS PER R703, 2009 NCRC

(1) LAYER 1/2" G.W.B.; PAINTED

DOUBLE 2x10 HEADER w/ 1/2" PLYWOOD BETWEEN (REF. STRUCT. FRAMING DWGS.)

T.O.W 6'-10"

DATE 9.18.12 10.01.12 10.11.12 11.15.12

DESCRIPTION

6'-10"

9'-1 1/2"

MARK

2x4 STUDS @ 16" O.C. w/ R13 BATT INSUL. 1" MIN. AIRSPACE BRICK VENEER 2X4 P.T. MUDSILL CORROSION RESISTANT CORRUGATED BRICK WALL TIES @ 16" O.C. HOR. & 16" O.C. VER. WEEP HOLES @ 48" O.C. WITH BASE FLASHING TURNED UP 6" BEHIND WATERPROOF BUILDING FELT 1/2" A.B. @ 72" O.C. w/7" EMBEDDED INTO MASONRY AIR FILLED SOLID WITH GROUT - TYPICAL

CONT. CONC. FTG SEE STRUCT. DWGS. DRAIN FOUNDATION AS PER SECTION R405 OF 2009 NCRC WATERPROOF & DAMPPROOF FOUNDATION AS PER SECTION R406.1 & R406.2 OF 2009 NCRC

PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT

CONT. WOOD BASE MOULDING

FINISH FLOOR MATERIAL 1ST FLOOR SUBFLOOR 0'-0"

SHEET TITLE

4" THICK 3,000 PSI SLAB W/6"X6" WWM

WALL SECTION

6-MIL POLYURETHANE VAPOR BARRIER 8" CMU. FND. WALL

WALL SECTION SCALE: 3/4" = 1'-0"

A.4.1

1 SHEET 8

OF

ELECTRICAL LEGEND OUTLET IN BASEBOARD OUTLET 12" A.F.F. OUTLET 42" A.F.F. 1/2 HOT OUTLET

TO SWITCH HB

DRYER OUTLET

220

OUTLET IN FLOOR OUTLET IN CEILING TV

WATERPROOFED OUTLET

WP

TELEVISION

TV

CL.

TELEPHONE SMOKE DETECTOR

SD

CARBON DIOXIDE

CD

R

BEDROOM

R

DECORATIVE WALL LIGHT DECORATIVE CEILING LIGHT

TV

9' 1 1/2" CLG.

A

RECESSED LIGHT (STD)

R

RECESSED LIGHT (4")

4

RECESSED LIGHT (2")

2

EYE BALL LIGHT

E

8' 5 1/2" CLG.

FAMILY ROOM R

Av Cr 9 100-07 Of. 310 Bogota, Colombia Ph. 571-6162718 info@nextcad.net

MASTER BEDROOM

TV

R

EXHAUST FAN

CONSULTANTS

TV

EXHAUST FAN W/ LIGHT SD

F uc

R

GFI GFI

SINGLE SWITCH

F uc

3-WAY SWITCH

BEDROOM

CEILING FAN W/ LIGHT

R

DINING R

R SD

DB

TV

SD

CHANDELIER

CH

HOSE BIB

HB

F uc

CH

GFI

F

GFI

R

PANTRY

F uc

GFI

CL. SD R

NOTE: ALL ELECTRICAL TO COMPLY WITH THE NATIONAL ELECTRIC CODE AND LOCAL BUILDING STANDARDS.

R

MASTER BATHROOM

L.

R

CL. R

CT.

GFI

R

BEDROOM

FOYER

GFI

BATH

R R

R

POWDER

W.I.C.

LIVING / DINING

TV

R

TO FLOOD LIGHTS

SD

DB

R

WP R

PORCH

LAUNDRY

R

ORTIZ RESIDENCE

GFI

FA

B

R

FA

GARAGE DOOR BUTTON

R

R R

T

GFI

KITCHEN R

THERMOSTAT

DOOR BELL CHIME

R

GFI

FLOOD LIGHTS

DOOR BELL BUTTON

DW

GFI

R

W

D

GFI

TV

GFI

B

GFI

HB

TO SWITCH

MARK

TO FLOOD LIGHTS

DATE 9.18.12 10.01.12 10.11.12 11.15.12

DESCRIPTION

F A

UNDER CABINET LIGHT

F A

GFI

PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT

GARAGE

SHEET TITLE

F A

FLUORESCENT LIGHT

1st Floor

TO SWITCH

ELECTRICAL 1st FLOOR PLAN SCALE: 1/4" = 1'-0"

E.1

1 SHEET 9

OF

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