511 S FAIRMONT CIRPermit Types
BLD
0 ELE
MEC
PLM
X
Permit Number: BL02024-06011
Issued: 11/14/2024
www.anaheim.nettbuilding
(714)765-4626
Quarter Section: 210
Site Address: 511 S FAIRMONT CIR, ANAHEIM, CA 92807
Legal Description: N TR 8463 BLK LOT 2
APN: 36528103
CITY OF ANAHEIM
BUILDING DIVISION
200 S. ANAHEIM BLVD.
(7141765 - 5153
Project Description: Reroof: Remove and install (34) sq of lightweight tile over the entire house and attached garage
Living Area: Number of Stones: 1 valuation:
Garage Area: Construction Types:
Carport Meat Occupancy Groups:
Balcony I Deck Area: Fire Sprinklers&
Cool Roof: Total Fees paid for Permit:
People Associated with Project:
Contractor CASSADY ROOFING INC 13021 LAKELAND ROAD SANTA FE SPRINGS, CA 90670
Permit Applicant Madison Rafuson
Owner MELEIKA, WADEED S TR 511 S FAIRMONT CIR
28,000.00
WA
754.64
Type Electrical Fixtures Qty Type Plumbing Fixtures Qty, Mechanical Fixtures Qty
The permit shall expire by limitation and become null and void if the building or work has not passed final inspection 365 days from the
date of permit issuance. A new permit Is required to commence or continue work.
PApHE 114 pq<
City of An a h e i m OQ iO
Building Division i
u a
�OVNDEO t85^
Do not occupy this buildina until the final inspections have been made.
FINAL INSPECTIONS
DATE
INSPECTOR
All applicable items below must be signed before utilities are released
Final Gas Test
Electrical Final
Plumbing Final
Mechanical Final
Cross Connection Control (714) 765-4280
Engineering Final (714) 765-5126
INSPECTION I DATE
I INSPECTOR
Fire Sprinkler (ONLY) (714) 765-5041
Do not pour concrete until the following applicable items have been signed:
Fire Dept. Final (714) 765.6041
Plumbing (Ground/Underfloor Drain Waste)
Water Engineering (714) 765.4591
Electrical Ground ElectrodelUfer
Sub List/Bus. Lic. (714) 765-6194 (Allow 10 business days)
SetbacklFormslTrenches (Footings)
COAIMigation Measures
Do not install subfloor or pour floor slab until the follwing applicable items have been
sianed
Building Final (714765-5153)
Last Inspection -Final Only After Above Completed
Plumbing(GroundlUnderfloor Water)
Underfloor Rough Gas
PARTIAL INSPECTIONS
Building Inspections
Mechanical (Groundwork)
Electrical (Underground Conduit)
Pre -slab (CompactionlMembrane Reinf.)
Floor (Joist/Girders)
Underfloor Insulation (Raised Foundation Only)
Floor Nailing (Raised Foundation Only)
2nd Floor (Floor Nailing)
Do not cover or conceal the work below until the following applicable items have
been sianed
1st Floor Shear
Firesprinkler (Rough) (Fire Dept.)
Mechanical Inspections
2nd Floor Shear
Roof (Sheathing/Diaphragm/Frame)
Masonry (Reinf.lBond Beam/Pre-Grout)
Rough Plumbing (Top Out)
Rough Duct (Mechanical)
Rough Mechanical
Rough Electrical
Rough COAIMitagation Measures
Plumbing Inspections
Framing (Only after Plbg., Ele., Mec. & Fire)
Insulation (Sound/Energy)
Do not tape or plaster until the following applicable items have been signed
Drywall
Drywall Penetrations (Ele, Mec & Plbg)
Interior Lath
Exterior Lath
Electrical Inspections
Electrical Service Meter -(Meter will be set within 2-3
business days after approval) Excludes New
Construction
Exterior Plaster (Brown Coat)
T-Bar (Struct., Ele., or Mec.)
Grease Interceptor
(Do not backfill unless Sro ned off)
Sewer
Water Engineering Backflow (Testable Only)
Water Service
CITY OF ANAHEIM 2016 CALIFORNIA CODES
BUILDING DEPARTMENT CODECYCLE
200 S. Anaheim Blvd., Suite 145 01/01/2017
Anaheim, CA 92805 EFFEMVEDATE
714 765-5153
w .anaheim.net/building
SMOKE DETECTORS AND CARBON MONOXIDE SELF CERTIFICATION
` Final inspection approval will require this completed form to be on site along with the job card. _
Permit Number: D(oQJI Date: 19-1;20aq
Project address: !�211 S /% 2h Oif
Property Owner: /
The undersigned does hereby certify that I am the property owner of the above referenced
property. I further certify that smoke alarms and carbon monoxide alarms are present and
functional in all the following locations. All boxes must be checked below
Smoke Alarms and Carbon Monoxide Alarm: On the ceiling or wall outside of each separate
//sleeping area in the immediate vicinity of bedroom/s or in each hallway outside of the rooms.
Y
mokeAlarms: In each room used for sleeping purposes.
moke Alarm and Carbon Monoxide Alarm: In each story, including any habitable basement;
(Note: in dwellings or dwelling units with split levels and without an intervening door between
the adjacent levels, a smoke alarm and a carbon monoxide detector 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.)
All dwelling units with attached gaffes require carbon monoxide detectors.
Signature:
California Residential Code (CRC) Section R314.6.2,CRC R315.2 states in part that existing dwellings be
"retrofitted with smoke detectors and carbon monoxide detectors when a building permit is issued for work on or
in a building that is valued at $1,000 or more." CRC Section R314.3, CRC R315.2 defines required locations as
indicted above.
NOTE: This certification is only used when normal access to the interior of the dwelling by the City of Anaheim
Inspector is not achieved during the course of project construction. It is normally used for exterior projects such
as re -roofing, re -siding, patio covers, solar photovoltaic installations, and similar exterior construction work.
200 S. Anaheim Blvd., Suite 145 Anaheim, Califomia 92805 (714)765-5153 Phone (714)765-4607 Fax 20t8
�.anaheim.net/bullding B842
SMOKE/ CO ALARM REQUIRED LOCATIONS
Bedroom Bedroom
6
Bath V
Bedroom
ca
Kitchen
Living Room
E-
Figure t
6
Bedroom
Living Room
Basement
Family Room
Bedroom
qaq
liD `\1
Dining
Living
Room
Kitchen
W
q
6"U
Bedroom
Bedroom
Figure 2
6
Bedroom
Kitchen
Figure 3
REQUIRED SMOKE ALARM LOCATION
REQUIRED CARBON MONOXIDE ALARM LOCATION
a•
Acceptable J °•
Here Never
Here 711•
Top of Detector
AcceptaNe Here
Garage
Figure 4
The following table provides a summary of the preceeding analysis and indicates which members (if any) require further field verification or strengthening. When strengthening is
required, refer to the Roof Plan (and associated details when applicable) in this report for specific information about the strengthening measures required for this project. Any required
strengthning shall be completed prior to the installation of any new roof loads. Refer to the Terms and Conditions section of this report for additional information about the means and
methods of construction.
ANALYSIS SUMMARY
Member ID IS Field Verification by Contractor Required? IS Strengthening Required?
11 No No
J2 No No
1; No No
at No No
82 No No
SEAL AND SIGNATURE
The preceding structural analysis has been performed by Regal Structural Group expressly for the project located at 511 Fairmont Cir in Anaheim, California.
The analysis and recommendations are based on the as -built conditions at the time of the structural survey noted in this report. Any alterations or modifications to the existing
roof structure after the survey date have not been taken Into account. If any modifications have occurred, further investigation and analysis Would be required prior to
implementing any reroofing or strengthening.
20!'f C November 11, 2024
Nick Murph P.E. I Ma aging Principal DATE
'ty�`Sx0u AS ,yf/ r F,
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No 71800
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Regal Structural Group
Birch Street #282
Newport CA oR EGAL regfgcucctro,gR.com
STRUCTURAL GROU P p: 949."1."98
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VAULTED
(E) ASSUMED ROOF WEIGHT. Cemwood Shake Tiles=5S ps(
NEW CLASS A ROOF: Eagle - Eagle Standard Weight (9.8psO [IAPMO ER-1900]
Mark
Existing Member
Verj%q
Strengthening "e
)1
2x8@241n O.C.
No
No
J2
2xB @ 24in D.C.
No
No
J3
2XID@16in o.c
Yes
No
B1
412
No
No
82
416
Yes
No
Plan Notes:
1. THE ROOF SLOPE IS 5:12 (UNO).
2. ALL FRAMING INDICATED ON THIS PLAN IS EXISTING UNLESS NOTED OTHERWISE.
3. THE CONTRACTOR SHALL VERIFY THATTHE EXISTING FRAMING SIZE AND SPACING MATCHES THAT
SHOWN ON THE ROOF PLAN. SHOULD THERE BE A DISCREPANCY, THE CONTRACTOR SHALL NOTIFYTHE
ENGINEER IMMEDIATELY 50 THAT AN UPDATED REPORT CAN BE PROVIDED.
4. THE SPAN INDICATED IN PARENTHESIS IS THE MAXIMUM SPAN FOR THE FRAMING IN THE GIVEN BAY.
SHOULD THE ACTUAL HORIZONTAL SPAN (NOT SLOPING SPAN) EXCEED THAT SHOWN, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT AN UPDATED REPORT CAN BE
PROVIDED.
5. WHERE THE EXISTING FRAMING COULD NOT BE VERIFIED IN THE FIELD DUE TO LIMITED ACCESS OR WAS
COVERED WITH FINISHES, IT IS NOTED WITH AN ASTERISK N. IN THESE INSTANCES THE CONTRACTOR
SHALL VERIFY THE FRAMING AFTER THE EXISTING ROOF HAS BEEN REMOVED AND NOTIFY THE
ENGINEER IF THE EXISTING FRAMING DOES NOT MEET OR EXCEED THAT WHICH IS INDICATED IN THE
REPORT.
6. FRAMING SHOWN HAS NOT BEEN ANALYZED TO SUPPORT STORAGE LOADS. WHERE STORED REMS
EXIST ABOVE THE EXISTING CEILING JOISTS, IT SHOULD EITHER BE REMOVED OR ELSE SPREAD OUT SO AS
NOT TO EXCEED MORE THAN 5 POUNDS PER SQUARE FOOT.
** See Plan for Strengthening Requirements