121 S CERRO VISTA WAY2 - Permit Types
CITY OF ANAHEIM
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BUILDING DIVISION
Permit Number: BLD2025-00159
200 S. ANAHEIM BLVD.
Issued: 01/13/2025
(714)765.5153
www.anaheim.net/building
(714)765-4626
Quarter Section: 162
Site Address: 121 S CERRO VISTA WAY ANAHEIM, CA92807 AL
Legal Description: P BK 80 PG 28 PAR 1
-
APN:36124129
Project Description: Reroof: To relay (39) squares of heavyweight tile and (1) square of flat roof PVC over house and attached garages
Uving Area:
Number of Stones: 1 Valuation:
35,000.00
Garage Area:
Construc8on Types:
VB
Carport Area:
Occupancy Groups.
Balcony / Deck Area:
Fire Sprinklered:
Cool Roof:
Total Fees paid for Permit:
1,109.55
People Associated with Project:
Contractor HOYT ROOFS INC
1809 N ORANGETHORPE PARKABCDE11140254 ANAHEIM, CA 92801
Permit Applicant Fernando Toledo
Owner GRANT, TRINH TR
PO BOX 18808
Type Electrical Fixtures City Type Plumbing Fixtures City Mechanical Fixtures City
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.
PNPHEIM cq`
Cityof Anaheim D� io
Building Division F Z
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DVNDEO 1SN1
Do not occupy this building 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 umii the following applicable items have been signed:
Fire Dept. Final (714) 765-5041
Plumbing (Ground/Underfloor Drain Waste)
Water Engineering (714) 765.4591
Electrical Ground Electrode/Ufer
Sub LisVBus. Lic. (714) 765-5194 (Allow 10 business days)
Setback/Forms/Trenches (Footings)
COA/Migation Measures
Do not install subfloor or pour floor slab until the follwing applicable items have been
stonedBuilding
Final (714 765-5153)
Last Inspection -Final Only Aker Above Completed
2 L
Plumbing (Ground/Underfloor Water)
Underfloor Rough Gas
PARTIAL INSPECTIONS
Building Inspections
Mechanical (Groundwork)
Electrical (Underground Conduit)
Pre -slab (Compaction/Membrane Reir f.)
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 sinned
list Floor Shear
Firesprinkler (Rough) (Fire Dept.)
Mechanical Inspections
2nd Floor Shear
Roof (Sheathing/Diaphragm/Frame)
Masonry (Reinf./Bond Beam/Pre-Grout)
Rough Plumbing (Top Out)
Rough Duct (Mechanical)
Rough Mechanical
Rough Electrical
Rough COA/Mitagation 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
Exterior Plaster (Brown Coat)
T-Bar (Struct., Ele., or Mec.)
Grease Interceptor
Sewer
Water Engineering Backflow (Testable Only)
Water Service
The following table provides a summary of the preceedinganalysls and Indicates which members(Ifany) 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
strengthring shall be completed prior to the installation of any new roof leads, Refer to the Terms and Conditions section of this report for additional information about the means and
methods of construction.
ANALYSIS SUMMARY
_ Member I
IS Field verification by Contractor Required?
IS Strengthening Required?
Jt
No
No
J2
No
No
J3
No
No
B1
No
No
Tt
No
No
Pt
No
No
P2
No
No
SEAL AND SIGNATURE
The preceding structural analysis has been performed by Regal Structural Group expressly for the project located at 121 s Cerro Vista Way 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.
f A?eoc November 12, 2024
Nick Murphy..E.I manafling Principal DATE
No 71600
Up. Imins
Clvl�
Regal Structural Group
3857 Birch Street #282
R E G A L Newport Beach, CA 90803
wwwregalstructuralzrouti
S T R U C T U R A L G R O UP p; g494414498
e: roofs@regalstructuralgroup.com
®Copyright 2024 Regal Structural Group
and that Me ronlontal span
Tl 2t4 OF-L N; ! HUSS 24'0C between panel points of the top
(Conhrm M,:.e ' I.a,d Span s e'-Cq rho,d d0es mN axrned 8' 0"
Eaarnple: Fmk
Roof Framing Plan
Not to ScaFe
(E) ASSUMED ROOF WEIGHT: Concrete Tile (9.7) = 9.7 psf
TILE RELAY: Concrete Tile (9.7) = 9.7 psf
T1
P1
2z8
No
No
.. See Plan for Strengthening Requirements
Plan Notes:
1. THE ROOF SLOPE IS 10:12(UNC).
2. ALL FRAMING INDICATED ON THIS PLAN IS EXISTING UNLESS NOTED OTHERWISE
3. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING FRAMING SIZE AND SPACING MATCHES THAT
SHOWN ON THE ROOF PLAN. SHOULD THERE BE A DISCREPANCY, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY SO THAT AN UPDATED REPORT CAN BE PROVIDED.
4. THE SPAN INDICATED IN PARENTHESIS IS THE MAXIMUM SPAN FOR THE FRAMING IN THE GWEN PAY.
SHOULD THE ACTUAL HORIZONTAL SPAN INOT SLOPING SPAN) EXCEED THAT SHOWN, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT AN UPDATED REPORT CAN BE
PROVIDED.
S. 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 I-). 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 IN DICATEO IN THE
REPORT.
B. FRAMING SHOWN HAS NOT BEEN ANALYZED TO SUPPORT STORAGE LOADS. WHERE STORED ITEMS
EXIST ABOVE THE EXISTING CEILING JOISTS, IT SHOULD EITHER BE REMOVED OR ELSE SPREAD OUT 50 AS
NOT TO EXCEED MORE THAN 5 POUNDS PER SQUARE FOOT.
®Copyright 2024 Regal Structural Group
CITY OF ANAHEIM
BUILDING DEPARTMENT 2016 CALIFORNIA CODES
200 S. Anaheim Blvd., Suite 145 CODECYC
Anaheim, CA 92805 Ol/01/2017
714 765-5153 EFFECTIVE DATE
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: F3LO )-02S--00 l S 9 Date: I !I u lZ<3-
Project address:
Property Owner: "/ httn.l2 (4Va",t
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
121'�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.
R" Smoke Alarms: In each room used for sleeping purposes.
All
Smoke 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.)
requir onoxide detectors.
Date- /— % -1
Cam"
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, California 92805 (714)765-5153 Phone (714)765-4607 Fax FEB 2018
w .anaheim.net/building B842
SMOKE/ CO ALARM REQUIRED LOCATIONS
Figure 1
Bedroom
Family
Room
rlY
Dining
Living Room
Kitchen
Bedroom
Bedroom
Figure 2 _I 4•
Figure 3
REQUIRED SMOKE ALARM LOCATION
REOUIRED CARBON MONOXIDE ALARM LOCATION