City of Glendale (CA)
Codes
- NEC Code Version
- 2023
- Fire Code Version
- 2018 Building Code
- Code List
2025 CALIFORNIA BUILDING CODE
2025 CALIFORNIA ELECTRICAL CODE
2025 CALIFORNIA FIRE CODE
2025 CALIFORNIA PLUMBING CODE
2025 CALIFORNIA MECHANICAL CODE
2025 CALIFORNIA ENERGY CODE
2025 CALIFORNIA RESIDENTIAL CODE
2025 CALIFORNIA ADMINISTRATIVE CODE
- ASCE Code Specification
- ASCE 7-16
SolarAPP+ & submittal
- SolarAPP+ Status
- Testing
- Any SolarAPP+ Restrictions
- 1
- SolarAPP+ Restrictions
- Existing Systems,Trenching,Derate
- How Many Plansets Required
- 3
- Revision Required
- 0
- Rough Inspection
- None
- New Planset Required For Module Swap
- 0
Stamps
- Ee Stamp Required On SLD
- No
- Wet Stamps Required
- Digital Structural
- Structural Calculations Required
- Yes
- Stamp Location On Plans
- Unspecified
- Date On Stamps
- Expiration Date
Fire setbacks
- Fire Setback Enforced
- 1
- Setback Notes
Standard
Structural & loads
- Wind Speed
- 110
- Wind Notes
Exposure Category B
Due to high wind speeds in the region, BALLAST MOUNTS CANNOT BE USED. THE CITY WILL NOT APPROVE THE INSPECTION.
- Snow Load
- 0
- Reducible Snow Load Allowed
- 1
- Max Attachment Spacing
- 96
- Structural Notes
PE Requirements; SE digital stamps on corresponding PV pages & PE Letter / Calcs. WS 110 MPH
- Minimum Ground On Roof
- #10
Electrical
- AC Disconnect Required
- Yes
- Electrical Load Calcs Required
- Derates
- Allowed POI
- Line Side Taps,PV Breaker,Load Side Taps,Meter Adapter
- Panel Schedule Required
- Partial Home Backup
- Temperature Rating
- 90
- De Rating Ampacity
- 0.91
Battery / ESS
- Unique Battery Placards Needed
- 0
- ESS Notes
Standard
ESS disconnect required within 6ft of MSP on same wall and not blocked by walls/gates/etc
- Separate ESS Disconnect Required
- ESS Disconnect
- ESS Elevation Detail Required
- No
Plan set
- Cover Page
PROVIDE THE FOLLOWING:
- APN - found on Zillow
- NUMBER OF STORIES
- CONSTRUCTION TYPE
- OCCUPANCY GROUP - R-2 for 1 and 2 family homes
- FIRE ZONE (YES/NO) - Glendale High Fire Hazard Zones (arcgis.com)
- FIRE SPRINKLERS(YES/NO)
- Cover Page Notes
All Jobs [SMOKE ALARMS (R214.3) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING ORDER: A) IN EACH SLEEPING ROOM B) OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM C) ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLING OR DWELLINGS UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVEL, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. D) ALARM SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS. E) ALARM SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP F) APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE _CARBON MONOXIDE ALARMS (R315.1.4_ \- ALARM REQUIREMENTS(LOCATION):_ A) OUTSIDE OF EACH SEPARATE DWELLING UNITS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S). B) ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS C) ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP D) ALARM SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS]
- Roof Plan
- Roof Plan Notes
All Jobs [Equipment working spaces shall be provided per GWP requirements and CEC 110.26. Working space depth shall be 42" when condition 2 applies of Table 110.26(A)(1). // Service panel, meters and PV disconnects shall be installed per GWP requirements. // The center of the grip of the operating handle of the switch or circuit breaker, when in its highest position, shall not exceed 6'- 7" above the floor or working platform (CEC 240.24(A). // For arrays supported by 2x4 rafters, horizontal rail anchor attachments shall be spaced horizontally maximum 48โ o.c. and anchors shall be staggered from row to row. City of Glendale has many old structures built prior to current code requirements. Alternate to this requirement, design shall provide a complete layout of roof framing show proper code accepted supports (partitions, bracing from partitions, ridge, for spans not exceeding the following: 2x4 (1-3/4" x 3-3/4") rafter spaced at 24" o.c. Maximum span allowed is 9'- 9". 2x4 (1-1/2" x 3-1/2") rafter spaced at 24" o.c. Maximum span allowed is 8'- 0". // Fastener shall a minimum 5/16โ dia. lag screw with a 2 ยฝโ minimum embedment into sawn lumber. // Rafter bracing supported to mid spans of ceiling joists is not acceptable unless providing a complete licensed engineering analysis, framing plans and detailing. // Module weight do not exceed 4 psf (Lbs/Sq Ft) // Fastener horizontal spacing does not exceed values in Table 1. // Rafter spans shall not exceed values in Table 2 attached below for sized 2x6 and greater. // The roof structure appears structurally sound, without signs of alterations or structural deterioration or sagging. Identify roof sheathing and roof covering material. // The roof has only one layer of roofing material. // Field conditions that do not met the criteria described here will require revisions to be resubmitted to City for review and approval.]
- Attachment Detail
- SHOW COMPLETE FRAMING SECTION PLANS. SHOW RAFTERS, CEILING JOISTS, SUPPORTS, SPANS ECT.
- Specify existing roofing material. Roof covering for new and reconstruction shall be a minimum Class โBโ roof assembly, Class โAโ in areas of High Fire Hazard Zone.
- Custom Placards Required
- 1
- Placards Notes
Permanent placards from placard page of approved plans
Ground mount
- Ground Mount Fencing Required
- Mesh/Scrim