1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 2. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDER GROUND.
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.
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".
10. BARBED, RAZOR OR CONCERTINA WIRE (OR SIMILAR) SHALL NOT BE USED ON THIS SITE WHERE VISIBLE FROM PUBLIC STREETS OR ADJACENT RESIDENTIAL AREAS.
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.
11. ON SITE LIGHTING SHALL NOT EXCEED ONE FC (FOOT CANDLE) AT THE PROPERTY LINE.
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. 6. ALL ROOFTOP EQUIPMENT AND SATELLITE DISHES SHALL BE SCREENED TO THE HEIGHT OF THE TALLEST EQUIPMENT. 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.
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.
12. MAXIMUM NOISE LEVEL OF 55 DECIBELS (NORMAL SPEAKING VOICE) AT THE PROPERTY LINE.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SOLID BACKING BEHIND ALL SHELVING, HANDRAILS, BRACKETS, CABINETS, DOOR STOPS ETC. AND ALL EQUIPMENT REQUIRING BACKING.
13.
20.
SITE LANDSCAPING, WALLS AND LIGHTING TO MATCH IN PHASED PROJECTS.
WRITTEN DIMENSION SHALL BE USED FOR LAY-OUT. DO NOT SCALE DRAWINGS.
14. ALL ON-SITE WATER LINES, INCLUDING THOSE REQUIRED FOR FIRE PROTECTION SHALL BE PRIVATE PLUMBING LINES SUBJECT TO THE PHOENIX PLUMBING CODE.
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.
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.
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.
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.
GATES ARE TO REMAIN OPEN DURING BUSINESS HOURS. STRUCTURES AND LANDSCAPING AT THE INTERSECTION OF PUBLIC STREETS AND PRIVATE ACCESS WAYS, WITHIN A TRIANGLE MEASURING 33'ALONG THE PUBLIC STREET AND 15' ALONG THE PRIVATE ACCESS WAY RIGHT OF WAY LINES, WILL BE MAINTAIN AT A MAXIMUM HEIGHT OF 3'-0". STRUCTURES AND LANDSCAPING WITHIN A TRIANGLE MEASURED BACK 10' FROM THE PROPERTY LINE AND 20' ALONG THE PROPERTY LINE ON EACH SIDE OF DRIVEWAY ENTRANCES WILL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3'-0". STRUCTURES AND LANDSCAPING, WITHIN A TRIANGLE MEASURING 33'X 33' ALONG THE PROPERTY LINE WILL BE MAINTAIN AT A MAXIMUM HEIGHT OF 3'-0". FINAL BUILDING PERMIT CANNOT BE OBTAINED UNTIL BONDING OR APPROVED ASSURANCES ARE PROVIDED FOR THE LANDSCAPING WITHIN THE RIGHT OF WAY. NO PLANT SUBSTITUTIONS, TYPE, SIZE, OR QUANTITY DEVIATIONS FROM THE APPROVED LANDSCAPE OR IRRIGATION PLANS WITHOUT PRIOR APPROVAL FROM THE CITY OF PHOENIX LANDSCAPE SECTION AT (602) 262-7811 ALL PLANT MATERIAL AND SPECIFICATIONS TO CONFORM TO THE ARIZONA NURSERYMAN ASSOCIATION STANDARDS.
ALL EXISTING TREES AND SHRUBS IN RIGHT OF WAY DESIGNATED TO REMAIN BUT ARE DAMAGED OR DESTROYED WILL BE REPLACED IN LIKE SIZE AND KIND BY THE CONTRACTOR. CONTACT THE PARKS AND RECREATION DEPARTMENT PRIOR TO ANY RIGHT OF WAY PLANT RELOCATIONS AT (602) 262-6862. EXISTING CITY OF PHOENIX IRRIGATION SHALL BE MODIFIED IN RIGHT OF WAY AND CONNECTED TO THE NEW SYSTEM. MAINTAIN ANY THROUGH IRRIGATION REQUIREMENTS. CONTRACTOR TO CAP OFF OR ABANDON EXISTING IRRIGATION TO PLANT MATERIAL AND PROVIDE NEW IRRIGATION FROM PROJECT TO EXISTING RIGHT OF WAY LANDSCAPING.
TREES ADJACENT TO PEDESTRIAN WALKWAYS SHOULD HAVE A MIN. CANOPY CLEARANCE OF 6 FEET 8 INCHES.
THE MARICOPA COUNTY BUILDING CONSTRUCTION CODE CONSISTS OF MARICOPA COUNTY ADMINISTRATIVE PROVISIONS, THE FOLLOWING CODES AND STANDARDS, AND MARICOPA COUNTY 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)
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.
GENERAL NOTES
INDEX
ALL ON SITE ACCESSIBLE SIDEWALKS SHALL BE A MIN. OF 3 FEET WIDE AND HAVE A MAX. SLOPE OF 1:20 WITH THE MAX. CROSS SLOPE OF 1:50. ALL CURBS MUST PROVIDE ACCESSIBILITY RAMPS PURSUANT TO THE AMERICANS WITH DISABILITIES ACT STANDARDS.
ALL RIGHT OF WAY AND CITY REQUIRED (PERIMETER, RETENTION AND PARKING) PLANT MATERIAL TO BE IN COMPLIANCE WITH THE DEPARTMENT OF WATER RESOURCES LOW WATER USE PLANT LIST.
23. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES.
N
VERIFY OWNERSHIP OF ANY PLANT MATERIAL OR IRRIGATION LOCATED IN PUBLIC RIGHT OF WAY. OBTAIN PERMISSION FROM PARKS AND RECREATION DEPARTMENT, IN WRITING, PRIOR TO REMOVAL OF ANY CITY PLANT MATERIAL OR EQUIPMENT.
LANDSCAPE NOTES
CODES
SITE
W. HADLEY ST.
30' R.O.W.
CL
I-17 NORTH
209 W. HADLEY ST.
VICINITY MAP
130' EXIST'G GATE FENCE
S. 7TH ST.
S. 7TH AVE.
S. CENTRAL AVE.
W. BUCKEYE RD.
PL
EXIST'G GATE FENCE
EXIST'G. CONC. WALWAY
LOT ADDRESS: PARCEL NUMBER: SUBDIVISION:
209 W. HADLEY ST. 112-24-089A MONTGOMERY ADDITION BLOCK 11
LOT: LOT AREA: ZONING: OWNER’S NAME: FLOOR: CONSTR. YEAR:
22 9,650 S.F. C-1 YULYO, LLC. 1 1928
N.T.S.
209 E. HADLEY ST PHOENIX, AZ 85003
W. GRANT ST.
2ND & HADLEY RESIDENTIAL SITE
E. LINCOLN ST.
LOT COVERAGE: EXIST'G. AREA= 1,260 S.F. TOTAL LIVABLE AREA= 1,260 S.F. TOTAL UNDER ROOF AREA= 1,260 S.F. LOT COVERAGE= 13.05 %
30' R.O.W.
SITE PLAN - DATA
S. 3RD ST.
W. JEFFERSON ST.
PROJECT INFORMATION THE OBJECTIVE OF THIS PROJECT IS TO PRESENT THE EXISTING FLOOR PLANS OF THE SITE IN ORDER TO GET THE APPROVAL FOR ELECTRICAL METERING PERMIT.
EXIST'G GATE FENCE
A.P.N. 112-24-089A
902 S. 2ND AVE.
EXIST'G. CONC. WALWAY
DATA
CL
EXIST'G. HOUSE 1,260 S.F.
PL
PL
75'
EXIST'G. CONC. WALWAY
75'
EXIST'G. BUILDING 937 S.F.
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
CONSULTANT
TB.DWG EXIST'G 6" CMU WALL
PL
130'
Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
NORTH
EXISTING SITE PLAN
1" = 10'-0"
CITY STAMP
S1
2ND & HADLEY RESIDENTIAL SITE
209 W. HADLEY ST.
130' EXIST'G GATE FENCE
PL
EXIST'G GATE FENCE
EXIST'G. CONC. WALWAY
30' R.O.W.
A.P.N. 112-24-089A
EXIST'G 6" CMU WALL
TB.DWG
902 S. 2ND AVE.
EXIST'G GATE FENCE
EXIST'G. CONC. WALWAY
CL
EXIST'G. HOUSE 1,260 S.F.
PL
PL
75'
EXIST'G. CONC. WALWAY
75'
EXIST'G. BUILDING 937 S.F.
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
CONSULTANT
PL
130' NORTH
EXISTING SITE
EXISTING SITE
30' R.O.W.
CL
209 E. HADLEY ST PHOENIX, AZ 85003
N
1/8" = 1'-0"
Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
CS1
2ND & HADLEY RESIDENTIAL SITE
209 W. HADLEY ST.
130' EXIST'G GATE FENCE
PL
EXIST'G GATE FENCE
EXIST'G. CONC. WALWAY
30' R.O.W. PANTRY
NEW PATIO DECK
DINING
KITCHEN
FAMILY ROOM
HALLWAY
EXIST'G GATE FENCE
BEDROOM #1
BATH
BEDROOM #2
A.P.N. 112-24-089A
EXIST'G 6" CMU WALL
TB.DWG
902 S. 2ND AVE.
EXIST'G. CONC. WALWAY
CL
LIVING ROOM
PL
PL
75'
EXIST'G. CONC. WALWAY
75'
EXIST'G. BUILDING 937 S.F.
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
CONSULTANT
PL
130' NORTH
EXISTING SITE W/ FLOOR PLAN
EXISTING SITE W/ FLOOR PLAN
30' R.O.W.
CL
209 E. HADLEY ST PHOENIX, AZ 85003
N
1/8" = 1'-0"
Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
CS2
N
40'-8" 28'-9"
11'-11" 4'-8"
2'-9"
4'-6"
2948SH
6'-6"
5'
11'-2"
13'-4"
5'-10"
3'-9"
2ND & HADLEY RESIDENTIAL SITE
3'-4" 19'-10"
3'-3"
2'-6"
1'-10" 6'-5"
3'
2'-9"
7'-10"
17'-2"
46 SF (CLG. 8'-2")
2668
1'-6"
4'-9"
7'-7"
36 SF (CLG. 7'-7")
1'-11"
3'-7"
1'-7"
4'
PANTRY 2'-9"
7'-7"
76 SF (CLG. 8'-2")
3'-6"
5'-1"
2016HS
BATH
4'-4"
4'-9"
KITCHEN
10'
129 SF (CLG. 7'-4")
2'-3"
7'-2" 2668
2068
10'-1"
FAMILY ROOM
4'
68
3'
68
2'
3'
2'-7"
4040HS
23
34'-6"
2'-5"
1'-6"
CLOS. 7'-9"
3'-6"
68
25
3'-5"
2'-6"
5'-9"
4'-8"
4'-8" 3'-2"
3'-6" 4'-8"
2'-7"
3'-7"
2668
DINING 120 SF (CLG. 8'-2")
190 SF (CLG. 8'-2")
4'-10"
11'-1"
LIVING ROOM
7'-7"
111 SF (CLG. 8'-2")
4'-1"
3'
BEDROOM #2
2439HS
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
10'
2'-4"
2668
5'-5"
2068
6'-11"
CLOS.
W/C
2'-4"
3'-1"
209 E. HADLEY ST PHOENIX, AZ 85003
12'-11"
4'-5"
CLOS.
4'
2'-6"
145 SF (CLG. 8'-2")
2'-11"
EXISTING FLOOR PLAN W/ DIMENSIONS
3'-4"
25
BEDROOM #1
3'-9"
2'-5"
13'
51065SD
13'
2949SH
3'-9" 2'-9"
15'-5"
4848HS
1'-3"
4'-10"
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 ,
5948HS
4'-8"
6'-3"
5'-9"
3'
TRBDESIGNCONSULTANT,LTD.
5'-8"
5'-8"
11'-1" 2'-10"
28'-9"
5'-9"
5'-5"
CONSULTANT
2'-7"
5849HS
TB.DWG
3'-3"
5'-8" 11'-11"
3' 6'-9"
NORTH
40'-8"
EXISTING FLOOR PLAN W/ DIMENSIONS
1/8" = 1'-0"
Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
A1
N
EXISTING RESIDENCE
209 E. HADLEY ST PHOENIX, AZ 85003
NEW PATIO DECK CONSTRUCTION PLAN
2ND & HADLEY RESIDENTIAL SITE
TRX WOOD PLANK OVER 2x8 WOOD DECK STRIP
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
CONSULTANT
TB.DWG
NORTH
NEW PATIO DECK CONSTRUCTION PLAN
1/8" = 1'-0"
Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
A2
N 4 A8 2'x2'x2' FOOTING W/ #5 REBAR
2'x8' LEDGER
6 A8
4x8 BEAM
4x8 BEAM
4x8 BEAM
4x8 BEAM
16" O.C.
2x8 FLOOR JOISTS
2x8 FLOOR JOISTS
16" O.C.
2x8 FLOOR JOISTS
2x8 FLOOR JOISTS
16" O.C.
2x8 FLOOR JOISTS
16" O.C.
2x8 FLOOR JOISTS
16" O.C.
2x8 FLOOR JOISTS
2'x2'x2' FOOTING W/ #5 REBAR
4x8 BEAM
16" O.C.
4'x8' BEAM W/ SIMPSON ANCH0R 2'x8' LEDGER
2 A8
EXISTING RESIDENCE
NEW PATIO DECK CONSTRUCTION PLAN
2ND & HADLEY RESIDENTIAL SITE
4x8 BEAM
209 E. HADLEY ST PHOENIX, AZ 85003
2'x2'x2' FOOTING W/ #5 REBAR
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
CONSULTANT
TB.DWG
NORTH
NEW PATIO DECK CONSTRUCTION PLAN
1/8" = 1'-0"
Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
A3
N
2949SH
2948SH
51065SD
4040HS
2ND & HADLEY RESIDENTIAL SITE
68 25
FAMILY ROOM
SS
CLOS.
PANTRY 36 SF (CLG. 7'-7")
129 SF (CLG. 7'-4")
23
CLOS.
76 SF (CLG. 8'-2")
11030SH
2068
2668
KITCHEN
2668
68
BATH
SS
2016HS
46 SF (CLG. 8'-2") SS
25 68
111 SF (CLG. 8'-2")
2668
LIVING ROOM
120 SF (CLG. 8'-2")
190 SF (CLG. 8'-2")
2668
2439HS
2068
SS
BEDROOM #2
DINING
4848HS
SS
CLOS.
W/C
EXISTING ELECTRICAL FLOOR PLAN
145 SF (CLG. 8'-2")
209 E. HADLEY ST PHOENIX, AZ 85003
SS
BEDROOM #1
SS
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
4848HS
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 ,
5948HS
TRBDESIGNCONSULTANT,LTD.
CONSULTANT
TB.DWG
LEGEND
5849HS
S
EXISTING ELECTRICAL FLOOR PLAN
- DUPLEX RECEPTACLE
- LIGHT/FAN
- LIGHT SWITCH
- ETHERNET OUTLET
NORTH
1/8" = 1'-0"
Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
A4
N
±11'-0" TOP OF ROOF ±10'-8" TOP OF ROOF
±11'-0" TOP OF ROOF
±0'-0" F.F.
±0'-0" F.F.
EAST ELEVATION
±10'-8" TOP OF ROOF
1/2" = 1'-0"
209 E. HADLEY ST PHOENIX, AZ 85003
±6'-8" HDR.
±10'-8" TOP OF ROOF
±6'-8" HDR.
±6'-8" HDR.
ELEVATIONS
±6'-8" HDR.
2ND & HADLEY RESIDENTIAL SITE
±8'-4" T.O. PL
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
CONSULTANT
TB.DWG
±0'-0" F.F.
±0'-0" F.F. Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
SOUTH ELEVATION
A5
N
±11'-0" TOP OF ROOF
±10'-8" TOP OF ROOF
3'x3' POWDER COATED VINYL-COATED STEEL FLAT TOP FENCE GATE
TRX WOOD PLANK OVER 2x8 WOOD DECK STRIP
±0'-0" F.F.
±0'-0" F.F.
NEW PATIO DECK
WEST ELEVATION
1/2" = 1'-0"
±11'-0" TOP OF ROOF
±11'-0" F.F.
±6'-8" HDR.
±6'-8" HDR.
2ND & HADLEY RESIDENTIAL SITE
3'x3' POWDER COATED VINYL-COATED STEEL FLAT TOP FENCE GATE
209 E. HADLEY ST PHOENIX, AZ 85003
±6'-8" HDR.
ELEVATIONS
±6'-8" HDR.
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
CONSULTANT
TB.DWG
±0'-0" F.F.
±0'-0" F.F. Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
NORTH ELEVATION
1/2" = 1'-0"
A6
N 1
WATER
20
WASHER
2
20
FRIDGE
4
20
KITCHEN GFI
6
30 3
HEATER
5
DISPOSAL DISHWASHER
20
METER
11
OUTLET (NORTH)
GENERAL LIGHTING
15
15
GENERAL LIGHTING
GENERAL LIGHTING
15
8
1'
10 40K BTU WATER HEATHER
15'
SPARE
2'
12
1' 1'
6' 53K
BTU RANGE
1' 15'
13'
209 W. HADLEY ST. PHOENIX, AZ 85003 NATURAL GAS PIPING ISOMETRIC REQUEST PSI: 0.25 PSI TABLES USED: IFGC 402.4(1), IFGC 402.4(5), IFGC 402.4 (36), IFCG A.2.2 TOTAL GAS LOAD = 123 CFH - 0.25 PSI, 3/4" SCHEDULE 40 METALLIC (ABOVE GROUND) TOTAL GAS LOAD = 123 CFH (123,000 BTU/1,000 = 123 CFH) LONGEST PIPE = 32' COMPENSATION FOR PIPE FITTINGS = 32' + 6.18' = 38.18'
30K BTU DRYER
209 E. HADLEY ST PHOENIX, AZ 85003
20
ELECTRICAL PANEL SCHEDULE & WATER PIPING/METER ISOMETRIC DIAGRAM
9
20
2ND & HADLEY RESIDENTIAL SITE
7
OUTLET (SOUTH)
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
CONSULTANT
- 0.25 PSI, 1/2" SCHEDULE 40 METALLIC (ABOVE GROUND) TOTAL GAS LOAD = 70 CFH (70,000 BTU/1000 = 70 CFH) LARGEST PIPE = 21' COMPENSATION FOR PIPE FITTINGS = 21' + 8.24' = 29.24'
TB.DWG
Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
ELECTRICAL PANEL SCHEDULE
WATER PIPING/METER ISOMETRIC DIAGRAM
A7
2x8 FLOOR JOIST CONCRETE SLAB OUTER JOIST
1-1/2" CLEAR CEDAR BALUSTERS
SPACE WOOD SIDING 1 2" ABOVE DECKING
4x4 CEDAR POST
2"x2" COPPER FLASHING
1-1/2"x5-1/2" CEDAR DECK (2x6) OUTER JOIST
1X CEDAR FASCIA OVER 2x8 RIM
TEMPORARY SUPPORT
2x8 FLOOR JOISTS
1 2" PLYWOOD SPACER
(2) 2x8 RIM LEDGER JOIST
POST CAP
WOODEN SHIM
METAL POST BASE
6x6 POSTS
(2) 2x10 TREATED BEAMS 4x4 POST
4x8 BEAM
1 2" PLYWOOD SPACER
2x8 DECK JOIST SLOPED AWAY FROM 1 HOUSE AT 16 " PER FT.
WASHERS BEDDED IN CAULK PROVIDED DRAINAGE SPACE
GRADE
PRESSURE-TREATED 2x10 DECK LEDGER
TEMPORARY FOOTING GALVANIZED POST BASE
6
DECK FRAMING DETAIL
ALUMINUM OR VINYL COIL STOCK, OR SELF-ADHERED MEMBRANE PROTECTS WALL SHEATHING.
2x10 RIM JOIST
10" DIAMATER CONCRETE PIER CONCRETE FORMS
2'x2'x2' FOOTING FOUNDATION #5 REBAR
2'x2'x2' FOOTING #5 REBAR
4 DECK TO HOUSE DETAIL
N
EXTERIOR STUCCO
1-1/2" CAP RAIL (2x6) 1-1/2" CAP RAIL (2x4) 3 1 " 4 SECONDARY TOP RAIL (1x22")
1 2" HOT-DIPPED GALVANIZED BOLT
2 DECK CONNECTION DETAIL
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DETAILS
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209 E. HADLEY ST PHOENIX, AZ 85003
2x8 JOIST HANGER
2ND & HADLEY RESIDENTIAL SITE
2x8 LEDGER
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF
TRBDESIGNCONSULTANT,LTD. UNAUTHORIZEDUSEOR REPRODUCTIONWITHOUT PERMISSION OF THE DESIGNER IS PROHIBITED. THIS DRAWING IS ONLY FOR USE IN CONNECTION WITH THISPROJECTANDSHALLNOTBE USED FOROTHERLOCATIONS.COPYRIGHT2018 , TRBDESIGNCONSULTANT,LTD.
CONSULTANT
TB.DWG
Date: MAY/2022 Job No: Project Mgr: TRB. Drawn By: Checked By: -
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A8