20814 N. 30th Dr. - Residential Addition Design by TR Badger

GENERAL STRUCT. SPEC'S. CEILING JOIST SCHEDULE: D.L. = 5 PSF L.L. = 10 PSF

HEADER SCHEDULE (NON BEARING INTERIOR)

ALL CONCRETE CONSTRUCTION PER ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED. EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND-UNDER FLOOR DUCTS, ETC. MAXIMUM SLUMP 4-1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. UNLESS APPROVED OTHERWISE IN WRITING BY THE DESIGNER, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION PLAN SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 400 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING. ALL OTHER JOINTS MAY BE SAW CUT. 1 #5 IN CENTER OF GROUT AT CENTER OF WALL, CONTINUOUS FULL HEIGHT OF WALL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 48" O.C. UNLESS NOTED OTHERWISE SEE SCHEDULE. TIE AT 8'-0" VERTICALLY, WITH SINGLE WIRE LOOP TIE BY A.A. WIRE PRODUCTS COMPANY. LAP SPLICES SHALL BE 48 BAR DIAMETERS FOR GRADE 60 BARS. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH VERTICAL REINFORCING.

NAILING SCHEDULE CONNECTION

NAILING 3 - 8D

JOIST TO ALL SILL OR GIRDER, TOE NAIL BRIDGING TO JOIST, TOE NAIL EACH END

2 - 8D

PLATE TO JOIST OR BLOCKING, FACE NAIL

16D @ 16" O.C.

TOP PLATE TO STUD, END NAIL

2 - 16D

STUD TO PLATE

4-8D TOE NAIL 2-16D, END NAIL

DOUBLE STUDS, FACE NAIL

16D @ 24" O.C.

DOUBLE TOP PLATES, FACE NAIL

16D @ 16" O.C.

TOP PLATE, LAPS & INTERSECTIONS, FACE NAIL

2 - 16D 16D @ 16" O.C. ALONG EACH END

CONTINUOUS HEADER, TWO PIECES CEILING JOISTS TO PLATE, TOE NAIL

3 - 8D

CONTINUOUS HEADER TO STUDS, TOE NAIL

4 - 8D

CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL

3 - 16D

CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL

3 - 16D

RAFTER TO PLATE, TOE NAIL

3 - 8D

BUILT-UP CORNER STUDS

16D @ 24" O.C.

2 #5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT ROOF LINE. 1 #5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT TOP OF PARAPET OR TOP OF A FREESTANDING WALL. PLACE THESE BARS CONTINUOUS THROUGH CONTROL JOINTS PER TYPICAL DETAIL. PROVIDE BENT BARS PER TYPICAL DETAILS, TO MATCH HORIZONTAL BOND BEAM REINFORCING, AT CORNERS AND WALL INTERSECTION TO MAINTAIN BOND BEAM CONTINUITY. LAP SPLICES SHALL BE 40 BAR DIAMETERS FOR GRADE 40 BARS AND 48 BAR DIAMETERS FOR GRADE 60 BARS. STAGGER SPLICES A MINIMUM OF 40 BAR DIAMETERS. DO NOT SPLICE WITHIN 8'-0" OF CONTROL JOINTS. STANDARD WEIGHT (NO. 9 GAGE WIRE) DUR-O-WAL OR DUR-O-WIRE (OR EQUIVALENT) LADDER TYPE JOINT REINFORCEMENT AT 16" O.C. IN MASONRY WALLS - LAP 8" MINIMUM. UNLESS NOTED OTHERWISE OR SHOWN, PROVIDE LINTELS IN 8" MASONRY WALLS PER TYPICAL NON-BEARING LINTEL DETAIL FOR OPENINGS REQUIRED BY OTHER DISCIPLINES (MECHANICAL, ELECTRICAL, PLUMBING, ETC.). ALL REINFORCING PER CRSI SPECIFICATIONS AND HANDBOOK. ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL BARS #5 AND LARGER (AND FOR ALL CONCRETE WALLS, BEAMS, SLABS AND COLUMN REINFORCEMENT. ASTM A615 (Fy = 40 KSI) DEFORMED BARS FOR ALL BARS #4 AND SMALLER. ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. WELDED WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE DESIGNER. LATEST ACI CODE AND DETAILING MANUAL APPLY

LUMBER: (SAWN LUMBER) FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:

MEMBER GRADED 2x HEADERS, RAFTERS, JOISTS POSTS 4X4, 4X6 POSTS 6X6, 6X8 2X LEDGERS TOP PLATES, 2X4 TOP PLATES, 2X6 BOTTOM PLATES, 2X4, 2X6 UTILITY (PT) 4X BEAMS, HEADERS 6X BEAMS, HEADERS CEILING JOISTS

E PSI (MINIMUM) SPECIES & 1,600,000 1,600,000 1,600,000 1,600,000 1,200,000 1,300,000 1,100,000

DFL - 2 DFL - 2 DFL - 1 DFL - 2 HEM-FIR STD HEM-FIR-2 HEM-FIR

1,600,000 1,600,000 1,600,000

DFL - 1 DFL - 1 DFL - 2

PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90 DEGREE HOOKS UNLESS NOTED OTHERWISE. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.

SHEATHING: ALL PLYWOOD SHALL BE CDX OR BETTER AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER JOINTS. ALL NAILING COMMON NAILS. ALL PLYWOOD SHALL BE OF THE FOLLOWING THICKNESS, SPAN/INDEX RATIO, AND SHALL BE ATTACHED AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS.

USE ROOF ROOF FLOOR O.C. WALL

SPAN/INDEX THICKNESSRATIO 1/2 32/16 5/8 32/16 3/4 T&G 40/20

EDGE FIELD ATTACHMENT ATTACHMENT 8d @ 6" O.C. 8d @ 12" O.C. 10d @ 6" O.C. 10d @ 12" O.C. SCREWS @ 6" O.C. SCREWS @ 12"

3/8

8d @ 6" O.C.

24/0

N THE PHOENIX BUILDING CONSTRUCTION CODE CONSISTS OF THE CITY OF PHOENIX ADMINISTRATIVE PROVISIONS, THE FOLLOWING CODES AND STANDARDS, AND CITY OF PHOENIX AMENDMENTS THERETO: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL CODE COUNCIL PERFORMANCE CODE 2011 NATIONAL ELECTRICAL CODE / NFPA-70 2018 INTERNATIONAL PLUMBING CODE (IPC)

8d @ 12" O.C.

GLUE-LAMINATED BEAMS: GLUED-LAMINATED BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc (PERP) = 650 PSI. E = 1,800,000 PSI. BEAMS CANTILEVERING OVER SUPPORTS SHALL HAVE THE SPECIFIED MIN. PROPERTIES TOP & BOTTOM. ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION & HANDLING PER LATEST AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE. U. N. O. ON PLANS, CAMBER SHALL BE BASE ON 3500 FT. RADIUS.

INDEX SITE . . . . EXISTING SITE PLAN A-1 . . . . . EXISTING FOOTPRINT ON SITE PLAN A-2 . . . . . EXISTING FLOOR PLAN ON SITE A-3 . . . . . EXISTING FLOOR PLAN W/ DIMENSIONS A-4 . . . . . EXISTING FLOOR PLAN W/O DIMENSIONS A-5 . . . . . NEW PROPOSED FLOOR PLAN W/ DIMENSIONS A-6 . . . . . NEW PROPOSED FLOOR PLAN W/O DIMENSIONS A-7 . . . . . DEMO PLAN, NEW EXTENSION FLOOR PLAN NEW FOUNDATION PLAN, NEW ROOF FRAMING PLAN A-8 . . . . . ELECTRICAL & PLUMBING PLANS A-9 . . . . . NEW PROPOSED FLOOR PLAN ON SITE A-10 . . . . EAST & SOUTH ELEVATIONS A-11 . . . . SECTIONS A & B A-12 . . . . NORTH ELEVATION & SECTION C A-13 . . . . DETAIL DRAWINGS

CODES 1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES.

LUMBER NOTES & SPECIFICATIONS

SHEET INDEX

3. STRUCTURES AND LANDSCAPING WITHIN A TRIANGLE MEASURED BACK 10 FEET FROM THE PROPERTY LINE AND 20 FEET ALONG THE PROPERTY LINE ON EACH SIDE OF THE DRIVEWAY ENTRANCES WILL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3'-0".

9. AFTER FINAL APPROVAL THE PROJECT WILL BE INSPECTED FOR ZONING COMPLIANCE DURING CONSTRUCTION AND PRIOR TO OCCUPANCY. THE APPLICANT IS TO NOTIFY DSD PRIOR TO OCCUPANCY TO ARRANGE FOR INSPECTIONS. CALL 262-6981 AND REQUEST A DESIGN REVIEW INSPECTION.

AWK

OH W. M

N. 30TH DR.

ROSE GARDEN LN.

7. ALL SERVICE AREAS SHALL BE SCREENED TO CONCEAL TRASH CONTAINERS, LOADING DOCKS, TRANSFORMERS, BACKFLOW PREVENTOR, AND OTHER MECHANICAL OR ELECTRICAL EQUIPMENT FROM EYE LEVEL ADJACENT TO ALL PUBLIC STREETS. 8. THE EXISTING STRUCTURES MUST COMPLY WITH THE CHANGE OF OCCUPANCY PROVISIONS IN THE PHOENIX CONSTRUCTION CODE PRIOR TO USE.

I-17

N. 30TH AV.

6. ALL ROOFTOP EQUIPMENT AND SATELLITE DISHES SHALL BE SCREENED TO THE HEIGHT OF THE TALLEST EQUIPMENT.

W. DEER VALLEY RD. N. 35TH AV.

4. ANY LIGHTING WILL BE PLACED SO AS TO DIRECT THE LIGHT AWAY FROM ADJACENT RESIDENTIAL DISTRICTS AND WILL NOT EXCEED ONE FOOT CANDLE AT THE PROPERTY LINE. NO NOISE, ODOR OR VIBRATION WILL BE EMITTED AT ANY LEVEL EXCEEDING THE GENERAL LEVEL OF NOISE, ODOR OR VIBRATION EMITTED BY USES IN THE AREA OUTSIDE OF THE SITE.

SITE LN.

W. UNION HILLS DR.

10. BARBED, RAZOR OR CONCERTINA WIRE (OR SIMILAR) SHALL NOT BE USED ON THIS SITE WHERE VISIBLE FROM PUBLIC STREETS OR ADJACENT RESIDENTIAL AREAS. 11. ON SITE LIGHTING SHALL NOT EXCEED ONE FC (FOOT CANDLE) AT THE PROPERTY LINE.

EXISTING 6" CMU WALL

41'

A.P.N. 206-08-016

41'

EXIST'G. HOUSE 823 S.F.

EXIST'G. CONC. DRIVEWAY

EXISTING 6" CMU WALL

PL 106'

20814 N. 30TH DR.

SETBACK LINE

13. SITE LANDSCAPING, WALLS AND LIGHTING TO MATCH IN PHASED PROJECTS. 14. ALL ON-SITE WATER LINES, INCLUDING THOSE REQUIRED FOR FIRE PROTECTION SHALL BE PRIVATE PLUMBING LINES SUBJECT TO THE PHOENIX PLUMBING CODE. 15.THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 16. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., DURING DEMOLITION AND CONSTRUCTION, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.

106' PL

12. MAXIMUM NOISE LEVEL OF 55 DECIBELS (NORMAL SPEAKING VOICE) AT THE PROPERTY LINE.

17. DISCREPANCIES IN THE CONTRACT DOCUMENTS; IN THE EVENT OF ERROR, OMISSION, AMBIGUITY, OR CONFLICT WITHIN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BRING THE MATTER TO THE ARCHITECT'S ATTENTION IN A TIMELY MANNER, FOR ARCHITECT'S DETERMINATION AND DIRECTION IN ACCORDANCE WITH PROVISIONS OF THE GENERAL CONDITIONS. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL NOT BE ALLOWED AS A BASIS FOR CHANGE ORDERS. 18. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SOLID BACKING BEHIND ALL SHELVING, HANDRAILS, BRACKETS, CABINETS, DOOR STOPS ETC. AND ALL EQUIPMENT REQUIRING BACKING.

SETBACK LINE

20. WRITTEN DIMENSION SHALL BE USED FOR LAY-OUT. DO NOT SCALE DRAWINGS.

NORTH

VICINITY MAP LOT ADDRESS: PARCEL NUMBER: SUBDIVISION:

20814 N. 30TH DR. 206-08-016 SUNCREST VILLAS

LOT: LOT AREA: ZONING: OWNER’S NAME: FLOOR: CONSTR. YEAR:

5A 4,338 S.F. R-3 DAVID, SAM TOMA 1 1982

LOT COVERAGE:

N.T.S.

SAM DAVID RESIDENCE - REAR ADDITION

4. OWNERS OF PROPERTY ADJACENT TO PUBLIC RIGHT OF WAY WILL HAVE THE RESPONSIBILITY FOR MAINTAINING ALL LANDSCAPING WITHIN THE RIGHT OF WAY IN ACCORDANCE WITH APPROVED PLANS.

site plan

GENERAL STRUCTURAL SPECIFICATIONS

20814 N. 30TH DR. PHOENIX, AZ, 85027

2. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDER GROUND.

EXIST'G. AREA = 4,338 S.F. EXIST'G LIVABLE SPACE = 823 S.F. TOTAL ADDITIONAL SPACE = 333 S.F. TOTAL LIVABLE SPACE AREA = 1,155 S.F. TOTAL UNDER ROOF AREA = 1,488 S.F. LOT COVERAGE = 1,488/4,338 = 34.30%

DATA

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

21. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR THE THE VERIFICATION OF ALL EXISTING CONDITIONS, ELEVATIONS AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION.

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL FINISHED SURFACES CLEAN AT THE COMPLETION OF THE WORK AND SHALL REMOVE ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB REGULARLY.

SAM DAVID SAM FLOORING, INC.

23. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES. 24. RELATIONSHIP OF CONTRACT DOCUMENTS: DRAWINGS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS IN THE PROJECT MANUAL ARE INTENDED TO BE COMPLIMENTARY. WHAT IS SHOWN OR REQUIRED BY ONE SHALL BE AS IF REQUIRED BY ALL. WHAT IS SHOWN OR REQUIRED, OR MAY BE REASONABLY INFERRED TO BE REQUIRED, OR WHICH IS USUALLY AND CUSTOMARILY PROVIDED, SHALL BE INCLUDED IN THE WORK.

TB.DWG

25. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS MARKED O.F.C.I. (OWNER FURNISHED/CONTRACTOR INSTALLED OR N.I.C. ITEMS (NOT IN CONTRACT) WITH THE OWNER.

NORTH

EXISTING SITE PLAN

1/8" = 1'-0"

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE FOLLOWING PERMITS IN ADDITION TO THE OTHER PERMITS REQUIRED: A. BUILDING PERMIT B. STRUCTURAL PERMIT C. FIRE ALARM SYSTEM D. FIRE SPRINKLER SYSTEM

GENERAL NOTES

CITY STAMP

SITE

OUTDOOR PATIO 220 sf

EXIST'G. CONC. DRIVEWAY

EXISTING 6" CMU WALL

SETBACK LINE

PL 106'

NORTH

EXISTING FOOTPRINT ON SITE PLAN

BATH 42 SF

SETBACK LINE BEDROOM 1 163 SF

BEDROOM 2 118 SF

OUTDOOR PATIO 220 sf

41'

A.P.N. 206-08-016

dining 65 sf

41'

EXISTING 6" CMU WALL

kitchen 66 sf

living room 193 sf

EXISTING 6" CMU WALL

TB.DWG

PL 106'

EXIST'G. CONC. DRIVEWAY

GARAGE 252 sf

106' PL

20814 N. 30TH DR.

1/8" = 1'-0"

20814 N. 30TH DR. PHOENIX, AZ, 85027

41'

A.P.N. 206-08-016

41'

EXIST'G. HOUSE 823 S.F.

EXISTING FOOTPRINT ON SITE PLAN

EXISTING 6" CMU WALL

SAM DAVID RESIDENCE - REAR ADDITION

SETBACK LINE

106' PL

20814 N. 30TH DR.

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

SETBACK LINE

NORTH

EXISTING FLOOR PLAN ON SITE PLAN

1/8" = 1'-0"

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

A-1

BEDROOM 2 118 SF

OUTDOOR PATIO 220 sf

41'

A.P.N. 206-08-016

dining 65 sf

41'

EXISTING 6" CMU WALL

kitchen 66 sf

living room 193 sf

EXIST'G. CONC. DRIVEWAY

GARAGE 252 sf

EXISTING 6" CMU WALL

PL 106'

SETBACK LINE

20814 N. 30TH DR. PHOENIX, AZ, 85027

BEDROOM 1 163 SF

EXISTING FLOOR PLAN ON SITE

BATH 42 SF

SETBACK LINE

SAM DAVID RESIDENCE - REAR ADDITION

106' PL

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

TB.DWG

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

NORTH

EXISTING FLOOR PLAN ON SITE

1/4" = 1'-0"

A-2

32'-0"

7'-3"

6'-0"

2'-0" 16'-6"

4'-11" 13'-7"

8'-2"

12'-0"

BEDROOM 1 163 SF

5'-0"

SAM DAVID RESIDENCE - REAR ADDITION

16'-0"

8'-4"

3'-1"

8'-0"

dining 65 sf

12'-7"

8'-0"

kitchen 66 sf

5'-10"

30'-3"

12'-8"

5'-0"

BATH 42 sf 2'-11"

5'-10"

12'-8"

8'-5"

living room 193 sf

2'-1" 6'-8" 3' -7 "

42'-7"

10'-3"

9'-1"

10'-1"

-3 "

10'-0"

BEDROOM 2 118 SF

6'-1"

11'-10" 5"

2'-9" 3'-6"

2'-11"

4'-11"

18'-2"

20'-4"

24'-2"

GARAGE 252 sf

6'-1"

4'-5"

20814 N. 30TH DR. PHOENIX, AZ, 85027

1'-10"

4'-10"

EXISTING FLOOR PLAN W/ DIMENSIONS

4'-10"

12'-0"

1'-6"

3'-2"

2'-0"

13'-7"

16'-6"

3'-11"

11'-10" THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

12'-6" 12'-4"

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

TB.DWG

1'-5"

7'-11"

4'-0"

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

EXISTING FLOOR PLAN W/ DIMENSIONS

3/8" = 1'-0"

A-3

N 40'-3" 22'-2" 18'-3" 8'-0"

9'-11"

OUTDOOR PATIO 220 sf

4'-0"

4'-6"

9'-8"

5'-11"

8'-0"

20814 N. 30TH DR. PHOENIX, AZ, 85027

31'-11"

dining 65 sf

SAM DAVID RESIDENCE - REAR ADDITION

kitchen 66 sf

27'-10"

BEDROOM 1 163 SF

living room 193 sf

BATH 42 sf

BEDROOM 2 118 SF

EXISTING FLOOR PLAN W/O DIMENSIONS

1'-5"

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

GARAGE 252 sf

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

TB.DWG

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

EXISTING FLOOR PLAN W/O DIMENSIONS

3/8" = 1'-0"

A-4

32'-0" 5'-0"

11'-2" 3'-2"

4'-10"

2'-0" 7'-3"

3'-0"

4'-11"

12'-0" 5'-10"

3'-1"

kitchen 209 sf

MASTER BEDROOM 236 sf

living room 285 sf 5'-0"

2'-11"

52'-7"

5'-10"

BATH 43 sf 2'-1" 10'-3"

6'-8"

9'-1"

-7

10'-1"

-3

10'-0"

BEDROOM 2 118 sf

6'-1"

11'-10" 2'-9"

2'-11"

entry

3'-6"

GARAGE 252 sf

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

20'-4"

24'-2"

20814 N. 30TH DR. PHOENIX, AZ, 85027

40'-3" 5'-0"

BATH 43 sf

NEW PROPOSED FLOOR PLAN W/ DIMENSIONS

SAM DAVID RESIDENCE - REAR ADDITION

4'-11"

8'-5"

5'-0"

16'-6"

13'-7"

31'-0"

23'-7"

ref. 26'-0"

22'-2"

4'-11"

island

18'-3"

2'-0"

10'-0"

12'-0" 9"

cook top

10'-0"

5'-0"

1'-0"

7" 18'-2"

4'-11" 6'-1"

4'-5"

4'-10"

3'-11"

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

11'-10"

CONSULTANT SAM DAVID SAM FLOORING, INC.

12'-4"

12'-6"

TB.DWG

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

1'-5"

4'-0"

7'-11" 13'-4"

NEW PROPOSED FLOOR PLAN W/ DIMENSIONS

3/8" = 1'-0"

A-5

MASTER BEDROOM 236 sf

island

20814 N. 30TH DR. PHOENIX, AZ, 85027

cook top

kitchen 209 sf

BATH 43 sf

living room 285 sf BATH 43 sf

BEDROOM 2 118 sf

NEW PROPOSED FLOOR PLAN W/O DIMENSIONS

SAM DAVID RESIDENCE - REAR ADDITION

ref.

entry GARAGE 252 sf

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

TB.DWG

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

NEW PROPOSED FLOOR PLAN W/O DIMENSIONS

3/8" = 1'-0"

A-6

32'-0"

3'-2"

2'-0"

5'-0"

11'-2" 4'-11"

7'-3"

3'-0"

5'-10"

3'-1"

5'-0"

4'-10"

12'-0"

DEMO PLAN

SCALE - 1/4" = 1'-0"

4'-0"

NEW EXTENSION FLOOR PLAN

PLANS

BATH

SAM DAVID RESIDENCE - REAR ADDITION

8'-5"

5'-0"

living/dining

20814 N. 30TH DR. PHOENIX, AZ, 85027

18'-3"

10'-0" 23'-7"

9" 12'-3"

16'-6"

4'-11"

23'-7"

ref.

MASTER BEDROOM

18'-3"

9" 4'-11"

2'-0"

10'-0"

cook top

island

22'-2"

12'-0"

11'-0"

KITCHEN

NEW 4" CONC. SLAB O/4" A.B.C.

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

NEW 4" CONC. SLAB O/4" A.B.C.

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

TB.DWG

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

NEW FOUNDATION PLAN

SCALE - 1/4" = 1'-0"

NEW ROOF FRAMING PLAN

SCALE - 1/4" = 1'-0"

A-7

LEGEND - DUPLEX RECEPTACLE - LIGHT/FAN

cook top

10'-0"

MASTER BEDROOM

10'-0"

cook top

KITCHEN

10'-0"

KITCHEN

island

- LIGHT SWITCH island

living/dining

LIVING/DINING BATH BATH

ELECTRICAL PLAN

SCALE - 1/4" = 1'-0"

PLUMBING PLAN

SCALE - 1/4" = 1'-0"

SAM DAVID RESIDENCE - REAR ADDITION

ref.

ELECTRICAL & PLUMBING PLANS

- LIGHT BULB

ref.

20814 N. 30TH DR. PHOENIX, AZ, 85027

MASTER BEDROOM

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

TB.DWG

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

A-8

MASTER BEDROOM 236 sf

BATH 43 sf

BEDROOM 2 118 sf

41'

PL kitchen 209 sf

island

A.P.N. 206-08-016

backyard

living room 285 sf

EXIST'G. CONC. DRIVEWAY

GARAGE 252 sf

ref.

cook top

41'

EXISTING 6" CMU WALL

PL 106'

SETBACK LINE

20814 N. 30TH DR. PHOENIX, AZ, 85027

SETBACK LINE

NEW PROPOSED FLOOR PLAN ON SITE

BATH 43 sf

SAM DAVID RESIDENCE - REAR ADDITION

106' PL

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

TB.DWG

NORTH

NEW PROPOSED FLOOR PLAN ON SITE

1/4" = 1'-0"

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

A-9

14'-0" TOP OF ROOF

14'-0" TOP OF ROOF EXISTING ROOF NEW ROOF

STUCCO FIN. IAPMO 382 (TYP.)

±0'-0" F.F.

EAST ELEVATION (BACK)

14'-0" TOP OF ROOF

10'-0" TOP OF ROOF

3/8" = 1'-0"

ELEVATIONS

8'-0" T.O.P. 6'-8" HDR.

SAM DAVID RESIDENCE - REAR ADDITION

8'-0" T.O.P. 6'-8" HDR.

20814 N. 30TH DR. PHOENIX, AZ, 85027

10'-0" TOP OF ROOF

14'-0"

10'-0" TOP OF ROOF

14'-0" TOP OF ROOF

10'-9" TOP OF ROOF

NEW ROOF

14'-0"

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

8'-0" T.O.P. 6'-8" HDR.

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

8'-0" T.O.P. 6'-8" HDR.

2x8 FASCIA

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

STUCCO FIN. IAPMO 32 (TYP.)

TB.DWG

±0'-0" F.F.

±0'-0" F.F. Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

SOUTH ELEVATION (SIDE)

3/8" = 1'-0"

A-10

PRE-FAB. ROOF TRUSS SYSTEM, SEE FRAMING PLAN

GYP. BD. CEILING

R-38 R-19

R-19

BEDROOM 1

KITCHEN

CLOSET

±0'-0" F.F.

SECTION A

14'-0" TOP OF ROOF

3/8" = 1'-0"

20814 N. 30TH DR. PHOENIX, AZ, 85027

1 2"

GYP. BD. CEILING

ELEVATIONS

1 2"

8'-0" T.O.P.

SAM DAVID RESIDENCE - REAR ADDITION

8'-0" T.O.P. 6'-8" HDR.

14'-0" TOP OF ROOF

14'-0"

14'-0" TOP OF ROOF

14'-0" TOP OF ROOF ASPHALT SHINGLE ROOF TO MATCH EXISTING

10'-9" TOP OF ROOF

10'-0" TOP OF ROOF

14'-0"

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

8'-0" T.O.P. 6'-8" HDR.

1 2"

WINDOW

GYP. BD. CEILING

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

8'-0" T.O.P. 6'-8" HDR.

R-38

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT

EXIST'G HOUSE

SAM DAVID SAM FLOORING, INC.

R-19

TB.DWG

±0'-0" F.F.

±0'-0" F.F. Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

SECTION B

3/8" = 1'-0"

A-11

14'-0" TOP OF ROOF

NEW ROOF

10'-0" TOP OF ROOF

STUCCO FIN. IAPMO 32 (TYP.)

±0'-0" F.F.

NORTH ELEVATION (SIDE)

3/8" = 1'-0"

14'-0" TOP OF ROOF

14'-0" TOP OF ROOF ASPHALT SHINGLE ROOF TO MATCH EXISTING

20814 N. 30TH DR. PHOENIX, AZ, 85027

8'-0" T.O.P.

ELEVATIONS & SECTIONS

8'-0" T.O.P.

SAM DAVID RESIDENCE - REAR ADDITION

14'-0"

2x8 FASCIA

10'-0" TOP OF ROOF

GALVANIZED FLASHING (TYP.)

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

R-38

EXIST'G HOUSE

1 2"

8'-0" T.O.P. 6'-8" HDR.

GYP. BD. CEILING

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

14'-0"

8'-0" T.O.P.

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

CONSULTANT SAM DAVID SAM FLOORING, INC.

WINDOW

R-19

TB.DWG

±0'-0" F.F.

±0'-0" F.F. Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

SECTION C

1/4" = 1'-0"

A-12

N WALL (WHERE OCCURS) MINIMUM (2) #4 REBAR TOP & BOTTOM OF NEW FOOTING

NEW CONC. FOOTING

VARIES

EXISTING CONC. SLAB & FOOTING

FTG. @ DOOR

1'-6"

DOWELL @ NEW FTNG. 3

DOWELL @ NEW SLAB 2

EXT. LOAD BEAR'G.

TYP. EXT. WALL

POST FOOTING

ROOF @ GABLE END

20814 N. 30TH DR. PHOENIX, AZ, 85027

INT. WALL BASE

11-8-15

#4 REBAR EPOXIED 6" MIN. INTO EXISTING FOUNDATION

1'-6"

3" CLR. FROM BOTTOM OF FOOTING

2'-0"

1'-6"

6" MIN

2X 6 STUDS @ 24" O.C. W/ R-19 INSULATION

2X HEADER - SEE FRAMING PLAN EXTERIOR PATIO

SEE FRAMING PLAN FOR SIZE

4" 4" 4"

CAULK SEALANT BOTH SIDES

WINDOW FRAME, FINISH AND STYLE BY OWNER LINE OF WALL BEYOND

STANDARD RIDGE DTL. 11 ROOF & WALL DETAIL 10

WINDOW HEADER

TRUSS & WALL CONN. 8

PATIO/STEP

SLAB EDGE & STEP

2X8 RIDGE BD. 2-16d FACE NAILS PER KICKER

1/2" OSB.

2X4 KICKER

DOOR OPENING

2-16d FACE NAILS PER KICKER

2X6 OVERFRAMED RAFTER @ 24" O.C.

2-16d TOE-NAIL @ BASE TO EXIST'G. TOP CHORD

2X4 KICKER

DOOR BLOCKOUT

BM. TO POST CONN. 15

INT. TRUSS @ WALL

ELEVATIONS & SECTIONS

1/2" GYP. BD. FINISH INSIDE

SAM DAVID RESIDENCE - REAR ADDITION

EXT. STUCCO FINISH

RIDGE OVERFRM.

THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF

TRBDESIGNCONSULTANT UNAUTHORIZEDUSEORREPRODUCTIONWITHOUT

PERMISSION OF THE ARCHITECT IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITHTHIS

T.R. BADGER-ARCHITECUTURAL/ENGINEERINGDESIGNERTRBDESIGNCONSULTANT

HIP JACK GIRDER BEVEL CUT HIP JACK TRUSS

HIP RAFTER BEVEL CUT RAFTER

HIP RAFTER TO BEAM

VERTICAL LEG OF JACK TRUSS (WHERE APPLIES)

3" MIN.

TB.DWG

HIP RAFTER TO BEAM TRUSS SPAN 0'-0" TO 6'-0" 6'-1" TO 8'-0"

8'-1" TO 10'-0"

SHOWER DETAIL

RAFTER SPAN 0'-0" TO 6'-0" 6'-1" TO 8'-0" 8'-1" TO 10'-0" 10'-1" TO 12'-0" 12'-1" TO 14'-0" 14'-1" TO 16'-0" 16'-1" TO 18'-0"

EXTERIOR STUCCO

TYPICAL CORNER DETAILS

ROOF LOAD 216# 248#

360#

ROOF LOAD 216# 248# 360# 432# 504# 576# 648#

CONNECTION

SIMP. LS-30 @ BOT. CHORD 2-16d @ TOP CHORD SIMP. LS-30 @ BOT. CHORD 2-16d @ TOP CHORD

PLYWD. OR OSB SHTG

ROOF LOAD 248

CONNECTION 2-16d @ BOT. CHORD 3-16d @ TOP. CHORD

SAM DAVID SAM FLOORING, INC.

STEP DOWN GIRDER TRUSS PER PLAN NUMBER OF PLIES TO BE PER PLAN & TRUSS CALC'S.

HANGER @ EACH TRUSSSEE TABLE IN DETAILS NOTE: WHEN TRUSS IS LONGER THAN TABLE LIMITS, SEE FRMG. NOTE: DET. SAME FOR ROOF JST.

PLYWD. OR OSB SHTG JACK TRUSSES @ 24" O.C.

JACK TRUSSES TO STEP DOWN GIRDER TRUSS SPAN 0'-0" TO 8'-0"

CONSULTANT

VERTICAL LEG OF JACK TRUSS

CONNECTION 3-16d 3-16d SIMP. LS-30 SIMP. LS-50 SIMP. LS-50 SIMP. LS-70 SIMP. LS-70

STEP DOWN GIRDER TRUSS JACK TRUSSES @ 24" O.C.

2-16d @ BOT. CHORD 3-16d @ TOP CHORD

2x BLKG.

STEP DOWN GIRDER TRUSS PER PLAN NUMBER OF PLIES TO BE PER PLAN & TRUSS CALC'S.

HANGER @ EACH TRUSSSEE TABLE IN DETAILS NOTE: WHEN TRUSS IS LONGER THAN TABLE LIMITS, SEE FRMG. PLAN NOTE: DET. SAME FOR ROOF JST.

FRAMING CONNECTION DETAILS

Date: AUGUST/2021 Job No: Project Mgr: TR Badger Drawn By: Checked By: -

2x BLOCKING w/ BOUNDARY NAILS

A-13