PERMIT/PLAN REVIEW APPLICATIONSINGLE FAMILY RESIDENTIAL

DATE:

PROJECT NAME:

PROJECT DESCRIPTION/SCOPE OF WORK:

PROJECT ADDRESS:

PARCEL NUMBER: CONSTRUCTION TYPE:

COG PROJECT NUMBER:

ZONING DISTRICT: OCCUPANCY TYPE:

SUBDIVISION: LOT No.:

FLOOD ZONE: (If other than Zone X, plan must be reviewed by the Land Development Engineering)

UTILITY COMPANY: SQUARE FOOTAGE: CONSTRUCTION VALUATION:APS SRP SWG

PERMIT/PLAN TYPE (Check all that apply):

SIGNATURE: DATE:

I (the undersigned) understand and agree that the issuance of the permit for which I am applying does not relieve me of the responsibility that this work will bedone in conformity with the laws of the City of Glendale, Maricopa County and the State of Arizona. I further agree that the City of Glendale Development ServiceDepartment has the authority to engorce adopted building codes and regulations not indicated on the construction documents.

REVISION TO APPROVED PLAN:

NEW SFRSINGLE-FAMILY:

YES NO

REMODEL CARPORTLIVABLE ADDITION NON-LIVABLE ADDITION

GARAGE ENCLOSURE ACCESSORY STRUCTURE

PRE-MANUFACTURED HOME

DEFERRED SUBMITTAL FIELD REVISIONSOTHER:

STRUCTURAL REPAIRS RETAINING WALLS

ABATEMENT PROPERTY No.

ELECTRICAL

FENCE/SCREEN WALLS

GAS

CITY OF GLENDALEPLANNING & DEVELOPMENT SERVICES5850 W. GLENDALE AVE., 2ND FLOORGLENDALE, AZ 85301623.930.2800www.GlendaleAZ.com

COG PERMIT NUMBER:

DATE STAMP:

PERMIT FEE:

PROPERTY OWNER/BUSINESS NAME:

MAILING ADDRESS:

PHONE NUMBER: EMAIL ADDRESS:

GENERAL CONTRACTOR:

MAILING ADDRESS:

PHONE NUMBER: EMAIL ADDRESS:

AZ ROC NUMBER: LICENSE CLASSIFICATION: COG SALES TAX LICENSE No.:

APPLICANT NAME/LEGAL AGENT (If Applicable):

MAILING ADDRESS:

PHONE NUMBER: EMAIL ADDRESS:

DATE:

PROJECT NAME:

The undersigned applicant asserts that she or he is exempt from the original contractor licensing requirement of Arizona Revised Statutes Titel 32, Chapter 10,on the basis of:

ARS 32-1121.A.5 The applicant owns the property and shall occupy the property, and does not intend the property to be for sale or rent, and shallhave the work performed by the applicant alone, or by the applicant with employees of the applicant, and/or performed by duly licensedcontractor(s) all of whom are identified below or on the attached.

ARS 32-1121.A.6 The applicant owns the property and shall have the work performed only by duly licensed contractor(s) all of whom are identifiedbelow or on the attached.

ARS 32-1121.A.7 The applicant is registered architect or engineer, or employee of registered architect or engineer engaged in professionalpractice, not as a contractor.

PROJECT ADDRESS:

COG PERMIT NUMBER:

PRINTED NAME OF THE OWNER: DATE:

The undersigned swears and affirms that the information herein is true and accurate, and acknowledges that the filing of an application containing false orincorrect information with the intent to avoid licensing or tax requirements of the State of Arizona is "unsworn falsification", a criminal misdemeanor.

OWNER/BUILDER ADDENDUMRESIDENTIAL PROJECTS ONLY

CITY OF GLENDALEPLANNING & DEVELOPMENT SERVICES5850 W. GLENDALE AVE., 2ND FLOORGLENDALE, AZ 85301623.930.2800www.GlendaleAZ.com

AZ ROC NUMBER: LICENSE CLASSIFICATION:CONTRACTOR/COMPANY NAME:

SIGNATURE OF THE OWNER:

SAMPLE

PROJECT NAME:

PROJECT ADDRESS:

PARCEL NUMBER:

ZONING DISTRICT:

CITY OF GLENDALE ADOPTED CODES (WITH AMENDMENTS):2018 IBC, 2018 IRC, 2018 IECC, 2018 IPC, 2018 IFGC, 2017 NEC, AND 2018 IFC

PROPERTY COVERAGE CALCULATIONS (Sq. Ft.)

EXISTING HOUSE (1ST FLOOR):

EXISTING GARAGE:

EXISTING SHED:

EXISTING FRONT PORCH:

NEW PATIO:

TOTAL AREA:

LOT SIZE:

TOTAL LOT COVERAGE:

120'

50'5'

MARLEY RESIDENCE - PATIO ADDITION

5555 W. GLENDALE AVE.

123-45-678

R1-6

GLENDALE, AZ 85301

5'

40'

10'

W. GLENDALE AVE.

EXISTING HOUSE1650 Sq. Ft.

GARAGE350 Sq. Ft.

EXISTING

NEW PATIO240 Sq. Ft.

SHED120 Sq. Ft.

EXISTING

DRIVEWAYEXISTING

FENCE

GAT

E

24'

7'

GAS

MET

EREL

ECTR

IC M

ETER

SEWER CLEAN OUT

1650

350

120

60

240

2420

50' x 120' = 6000

2420/6000 = 0.40 OR 40%

PORCH60 Sq. Ft.

EXISTING

EXISTING POOL

SETB

ACK

SETBACKSETBACK

SETB

ACKEXISTING WATER METER

PROVIDE

DISTANCEPOOL DEPTH

PROVIDE

* PROPERTY INFORMATION AVAILABLE ON THE MARICOPA COUNTY ASSESSOR'S OFFICE WEB PAGE

NORTH

SHEET:

A1SAMPLE

SHEET:

A1

PROJECT NAME:

PROJECT ADDRESS:

PARCEL NUMBER:

ZONING DISTRICT:

CITY OF GLENDALE ADOPTED CODES (WITH AMENDMENTS):2018 IBC, 2018 IRC, 2018 IECC, 2018 IPC, 2018 IFGC, 2017 NEC, AND 2018 IFC

PROPERTY COVERAGE CALCULATIONS (Sq. Ft.)

EXISTING HOUSE (1ST FLOOR):

EXISTING GARAGE:

EXISTING SHED:

EXISTING FRONT PORCH:

NEW PATIO:

TOTAL AREA:

LOT SIZE:

TOTAL LOT COVERAGE:* PROPERTY INFORMATION AVAILABLE ON THE MARICOPA COUNTY ASSESSOR'S OFFICE WEB PAGE

7'-0

" MIN

. PER

201

2 IR

C, S

ECTI

ON R

305.

1

IDENTIFY EXISTING CONSTRUCTION:WOOD FRAMED WALLMASONRY BLOCK WALLOTHER: _________________

ROOF FRAMING MEMBERS:RAFTERS AT O.C.

ROOF BEAM:

O.C.POSTS AT

12SLOPE:

ROOF COVERING:ROLL ROOFING OVER 15# FELT VAPOR BARRIERASPHALT SHINGLES OVER 15# FELT VAPOR BARRIERCLAY/CONCRETE TILES OVER 30# FELT VAPOR BARRIER

1/2" OSB OR CDX PLYWOOD ROOF SHEATHING.

1. PLEASE FILL ALL SPACES DESIGNATED WITH TO DESCRIBE PROPOSED STRUCTURE.2. SEE SHEET A8 FOR MINIMUM RAFTER/BEAM SIZES AND MINIMUM ROOF SLOPES FOR ROOF COVERINGS.

NOTES:

3. SEE SHEET A3 FOR PATIO ELEVATION AND SHEET A4 FOR ROOF FRAMING PLAN.

3-1/2" MIN. CONCRETE SLAB OVER 3" MIN. SAND OR COMPACTED FILL.

SEE DETAIL ON SHEET A6

SEE DETAIL ON SHEET A5

SEE DETAIL ON SHEET A7

OTHER: _______________________________________

SLOPE TO DRAIN (PER 2018 IRC, R401.3)

4. PLANNING DEPARTMENT NOTE: MATCH EXISTING RESIDENCE COLOR AND MATERIALS.

OPTIONAL/NOT REQUIRED:CEILING SHEATHING SHALL BE 1/2" MIN. GYPSUM BOARD OR T1-11EXTERIOR SIDING.

SHEET:

A2

WOOD RAFTERS PER SHEET A2.NEW PATIO BEAM PER SHEET A2.

NEW PATIO COLUMN PER SHEET A2.

SEE DETAIL ON SHEET A5

PATIO ELEVATION

ROOFING MATERIAL AND DECKING PER SHEET A2.

SEE DETAIL ON SHEET A7

1. PLEASE FILL ALL SPACES DESIGNATED WITH TO DESCRIBE PROPOSED STRUCTURE.2. SEE SHEET A2 FOR MORE INFORMATION.

NOTES:

3. PLANNING DEPARTMENT NOTE: MATCH EXISTING RESIDENCE COLOR AND MATERIALS.

SHEET:

A3

2. PROVIDE SWITCH CONTROLLED LIGHT AT EACH EXTERIOR DOOR TO GRADE PER E3903.3 (NEC 210.70CA).3. PROVIDE CODE APPROVED OUTLET BOXES FOR CEILING FANS PER NEC 422.18.

NOTES:

NEW PATIO COLUMN PER SHEET A2. NEW PATIO BEAM PER SHEET A2.

ROOFING MATERIAL AND DECKING PER SHEET A2.NEW/EXISTING OPENING. NEW/EXISTING OPENING.

NEW WOOD RAFTERS PER SHEET A2

S

4. PROVIDE/IDENTIFY ALL NEW DOOR/WINDOW LOCATIONS AND SPECIFY HEADER SIZE.5. PROVIDE/IDENTIFY ALL NEW ELECTRICAL OUTLET LOCATIONS.

A2

1. PLEASE FILL ALL SPACES DESIGNATED WITH TO DESCRIBE PROPOSED STRUCTURE.

SHEET:

A4

WOOD COLUMN AT CONCRETE FOOTING1

WOOD COLUMN PER PLAN.

CONCRETE SLAB-ON-GRADE.

1'-0" SQUARE MIN.

SIMPSON ABU44 (OR EQUIVALENT)POST BASE WITH 5/8" DIA. ANCHORBOLT OR POST-INSTALLED ANCHOR(7" MIN. EMBEDMENT).

CONCRETE TURNDOWN AT PATIO EDGE

(1) #4 CONTINUOUS TOP.

CONCRETE SLAB ON GRADE.

8" MIN.

TOOLED EDGE.

2

8" M

IN.

1'-6

" MIN

.

3" C

LR CONCRETE FOOTING WITH(2)#4 EACH WAY BOTTOM.

1. REFERENCED METAL CONNECTORS MAY BE REPLACED WITH ANY EQUIVALENT ALTERNATIVE.NOTE:

FINISHED GRADE OR EXISTINGCONCRETE SLAB WHERE OCCURS.

SHEET:

A5

WOOD RAFTER AT THE TOP OF EXISTING MASONRY WALL1 WOOD RAFTER AT THE SIDE OF EXISTING MASONRY WALL2

REMOVE EXISTINGOVERHANG IF REQUIRED.

SIMPSON H2.5A ATEACH RAFTER.

EXISTING ROOF FRAMING TO REMAIN.NO WORK SHALL OCCUR AT THIS AREA.

PROVIDE NEW 2X WOOD BLOCKING BETWEEN ROOF TRUSSES IF NO EXISTINGBLOCKING IN PLACE. ATTACH WITH (3) 16d

ROOF SHEATHING PER SHEET A2.

NEW ROOF RAFTERSPER SHEET A2 AND A3.TOE NAILS PER BLOCK MINIMUM.

(4) 16d NAILS AT EACH RAFTERTO TRUSS CONNECTION.

PROVIDE FLASHING BETWEENNEW AND EXISTING DECK(2018 IRC, R703.4 AND R903.2)

EXISTING MASONRY WALLWITH 2x CONT. TOP PLATE

BOUNDARY NAILING8d NAILS AT 6" O.C. - TYPICAL.

1. PLEASE CHOOSE PREFERRED OPTION FOR NEW PATIO ATTACHMENT TO THE EXISTING STRUCTURE.NOTES:

CONSTRUCTION DETAIL TO BE USED CONSTRUCTION DETAIL TO BE USED

ROOF SHEATHING PER SHEET A2.

NEW ROOF RAFTERSPER SHEET A2 AND A3.

BOUNDARY NAILING8d NAILS AT 6" O.C. - TYPICAL.

LEDGER SCHEDULE

RAFTERSPAN

0'-0" TO 10'-0"

10'-1" TO 12'-0"

ROOF LEDGER SIZE ANDCONNECTION

2x6 CONT. LEDGER W/ 1/2" DIA.EXPANSION BOLTS AT 32" O.C.

SIMPSON LUS TYPEHANGER.WOOD LEDGER PER SCHEDULE

ABOVE.

EXISTING MASONRY WALLTO REMAIN.

2x8 CONT. LEDGER W/ 1/2" DIA.EXPANSION BOLTS AT 24" O.C.

2. ALL EXPANSION BOLTS SHALL BE 7" MIN. LONG INSTALLED INTO SOLID GROUTED CELLS FOR MASONRY WALLS.

TO REMAIN.

3. REFERENCED METAL CONNECTORS MAY BE REPLACED WITH ANY EQUIVALENT ALTERNATIVE.

PROVIDE FLASHING BETWEENNEW AND EXISTING DECK(2018 IRC, R703.4 AND R903.2)

SHEET:

A6MASONRY WALL

WOOD RAFTER AT THE TOP OF EXISTING WOOD STUD WALL1 WOOD RAFTER AT THE SIDE OF EXISTING WOOD STUD WALL2

REMOVE EXISTINGOVERHANG IF REQUIRED.

SIMPSON H2.5A ATEACH RAFTER.

EXISTING ROOF FRAMING TO REMAIN.NO WORK SHALL OCCUR AT THIS AREA.

PROVIDE NEW 2X WOOD BLOCKING BETWEEN ROOF TRUSSES IF NO EXISTINGBLOCKING IN PLACE. ATTACH WITH (3) 16d

ROOF SHEATHING PER SHEET A2.

NEW ROOF RAFTERSPER SHEET A2 AND A3.TOE NAILS PER BLOCK MINIMUM.

(4) 16d NAILS AT EACH RAFTERTO TRUSS CONNECTION.

EXISTING WOOD STUD WALLTO REMAIN.

BOUNDARY NAILING8d NAILS AT 6" O.C. - TYPICAL.

EXISTING WOOD STUD WALLTO REMAIN.

1. PLEASE CHOOSE PREFERRED OPTION FOR NEW PATIO ATTACHMENT TO THE EXISTING STRUCTURE.NOTES:

CONSTRUCTION DETAIL TO BE USED CONSTRUCTION DETAIL TO BE USED

ROOF SHEATHING PER SHEET A2.

NEW ROOF RAFTERSPER SHEET A2 AND A3.

BOUNDARY NAILING8d NAILS AT 6" O.C. - TYPICAL.

LEDGER SCHEDULE

RAFTERSPAN

0'-0" TO 10'-0"

10'-1" TO 12'-0"

ROOF LEDGER SIZE ANDCONNECTION

2x6 CONT. LEDGER WITH(3) 16d NAILS AT EACH STUD

2x8 CONT. LEDGER WITH(4) 16d NAILS AT EACH STUD

SIMPSON LUS TYPEHANGER.WOOD LEDGER PER SCHEDULE

ABOVE.

2. REFERENCED METAL CONNECTORS MAY BE REPLACED WITH ANY EQUIVALENT ALTERNATIVE.

PROVIDE FLASHING BETWEENNEW AND EXISTING DECK(2018 IRC, R703.4 AND R903.2)

PROVIDE FLASHING BETWEENNEW AND EXISTING DECK(2018 IRC, R703.4 AND R903.2)

SHEET:

A6WOOD STUD WALL

WOOD RAFTER AT WOOD BEAM/COLUMN1 WOOD BEAMS AT WOOD COLUMN2

1. REFERENCED METAL CONNECTORS MAY BE REPLACED WITH ANY EQUIVALENT ALTERNATIVE.NOTE:

ROOF SHEATHING

SIMPSON PCZ TYPE

WOOD RAFTER PER SHEET A2.

2x BLOCKING WITH (3) 16dPER BLOCK.

DRILL PILOT HOLE PRIOR

AT EACH RAFTER.1 1/2" MAX. NOTCH -

TO NOTCHING.

WOOD COLUMNPER PLAN.

COLUMN CAP.

SIMPSON H2.5A

WOOD BEAMPER SHEET A2.

2x CONTINUOUS WOOD FASCIA WITH(2) 10d NAILS ATEACH RAFTER END.

WOOD BEAM PER SHEET A2. WOOD BEAM PER SHEET A2.

WOOD COLUMN PER SHEET A2.

SIMPSON PCZ TYPECOLUMN CAP.

PER SHEET A2.BOUNDARY NAILING8d NAILS AT 6" O.C. - TYPICAL.

SIMPSON LSTA12 STRAP OREQUIVALENT METAL CONNECTOR.

DRIP EDGE WITH 2" MIN. OVERLAP(2018 IRC, R905.2.8.5).ATTACH TO ROOFDECK PER 2018 IRC,R905.2.5

SHEET:

A7

2. ALL WOOD MEMBERS SHALL BE GRADE MARKED HEM-FIR GRADE #2 OR BETTER.3. THE SLOPES ABOVE ARE MINIMUM UNITS HORIZONTAL TO UNITS VERTICAL.

NOTES:

4. ROOF SHEATHING SHALL BE CONTINUOUS OVER 2 OR MORE RAFTERS, FACE GRAIN SHALL SHALL BE PERPENDICULAR TO SUPPORTS.

RAFTER SCHEDULERAFTER SPACING (CENTER TO CENTER)RAFTER

SPAN 12" 16" 19.2" 24"8'-0"9'-0"

10'-0"11'-0"12'-0"

BEAM SCHEDULEPOST/COLUMN SPACING (CENTER TO CENTER)RAFTER

SPAN 8'-0" 9'-0" 10'-0" 11'-0"8'-0"9'-0"

10'-0"11'-0"12'-0"

12'-0"

ROOF SLOPES FOR ROOF COVERINGS (2018 IRC REFERENCES)

2x42x42x62x62x6

2x4

2x62x62x6

2x62x4

2x62x62x8

2x62x4

2x62x82x8

2x6

4x64x64x64x64x8

4x64x64x64x84x8

4x84x84x84x8

4x10

4x84x84x8

4x104x10

4x84x8

4x104x104x10

TYPE OF ROOFING SLOPE TYPE OF ROOFING SLOPEASPHALT SHINGLES (R905.2.2)CLAY AND CONCRETE TILE (R905.3)MINERAL-SURFACE ROLLED ROOFING (R905.5)WOOD SHINGLES AND SHAKES (R905.7)

2:122.5:121:123:12

BUILT-UP ROOFING (R905.9.1)MODIFIED BITUMEN (R905.11)SPRAY POLYURETHANE FOAM (R905.14)METAL ROOF SHINGLES (R905.4)

0.25:120.25:120.25:12

3:12

5. FRAMING HARDWARE SHALL BE ICC APPROVED FOR THE INTENDED USE AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS.6. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 7. ALL WOOD IN CONTACT WITH CONCRETE/MASONRY SHALL BE PRESERVATIVE TREATED WOOD PER 2018 IRC, R317.1.2.

1. MINIMUM MEMBER SIZES SHOWN IN THESE SCHEDULES ARE FOR ROOF LOADS ONLY (NO WALKING DECK).

8. ALL PROJECTIONS (OVERHANGS) GREATER THAN 2'-0" BUT LESS THAN 5'-0" REQUIRE 1-HOUR FIRE PROTECTION ON UNDERSIDE OF ROOF RAFTERS (5/8" TYPE "X" GYPSUM BOARD MINIMUM).

SHEET:

A8