909 S DALE AVE (17)r Permit Types
BLD ELE ME c PLM CITY OF ANAHEIM
X
BUILDING DIVISION
Permit Number: BLD2024-05797 200 S. ANAHEIM BLVD.
Issued: 10/31/2024 (714) 765.5153
wvvw.anaheim.net/building
(714)7654626
Quarter Section: 14
Site Address: 909 S DALE AVE, ANAHEIM, CA 92804
Legal Description: S TWP 4 RGE 11 SEC 13 SEC 13 T 4 R 11 N 264.23 FT
APN: 12623209
Project Description: Reroof : Remove and re -install (25) squares of tile relay over building (REF: NRCC-ENV-E)
Living Area:
Number of Stores:
0 Valuation: 12,000.00
Garage Area:
Construction Types: N/A
Carport Area:
Occupancy Groups:
Balcony / Deck Area:
Fire Sprinklered:
Cool Roof:
Total Fee* paid for Parmlt: 625.36
People Associated with
Project:
Contractor
JORDAN ROOF COMPANY
11542 ANABEL AVEABCDE11143536 GARDEN GROVE, CA 92843
Pennit Applicant
Tracy Jordan Flores
11542 Anabel Ave Garden Grove, CA 92843
Owner
CHURCH, ORANGE COUNTY BUDDHIST
909 S DALE ST
Type Electrical Fixtures Oty Type Plumbing Fixtures Oty Mechanical Fixtures Oty
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.
PNPN EtM Cd<
Cityof Anaheim OF io
Building Division z
>
�OVNDEO `sft^
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 until 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 LisUBus. Lie. (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
signed_
Building Final (714 765-5153)
Last Inspection -Final Only After Above Completed
I
\�1/
Plumbing(Ground/Underfloor Water)
Underfloor Rough Gas
PARTIAL INSPECTIONS
Building Inspections
Mechanical (Groundwork)
Electrical (Underground Conduit)
Pre -slab (Compaction/Membrane 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 sioned.
1st 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, Mac & 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 Mac.)
Grease Interceptor
(Do not backfill unless sinned off)
Sewer
Water Engineering Backflow (Testable Only)
Water Service
BUILD
NG DIVISION
CITY OF ANAHEIM
BUILDING DEPARTMENT 2016 CALIFORNIA CODES
200 S. Anaheim Blvd., Suite 145 CODE CY=
Anaheim, CA 92805 01/01/2017
714 765-5153 EFFECrN DAl
www.anaheim.net/buildjng
SMOKE DETECTORS AND CARBON MONOXIDE SELF CERTIFICATION
` Final inspection approval will require this
// ccompplletteed7 form to be on site aloe with -the job card.
Permit Number: _13 IP -Znz7 4 — V J / Date: 61
Project address:
C\L,r,.-1
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.
';9, Smoke Alarms: In each room used for sleeping purposes.
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.)
All dwelling units
Signature:
monoxide
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
Bedroom Bedroom
6
Bath 6 Bedroom
Kitchen
Living Room
�n
Figure 7
6
Bedroom
Living Room
Attic
0
6 M
Basement
Family Room Bedroom
Dining
Living Room
Kitchen
o
Bedroom N
Bedroom
Figure 2
Bedroom
Kitchen
Figure 3
REQUIRED SMOKE ALARM LOCATION
Ly,�J REOUIRED CARBON MONOXIDE ALARM LOCATION
-
Ceilin I e I
�
Acceptable
Here Never
Here �1T
Top of Detector
Acceptable Hera
Garage
Wall
Figure 4
The following table provides a summary of the preceeding analysis and indicates which members llf 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 Terns and Conditions section of this report for additional information about the means and
methods of construction.
ANALYSIS SUMMARY
Member ID Is Held Verification by Contractor Required? Is Strengthening Required?
n No No
81 No No
92 No No
j1 No No
B3 No No
SEAL AND SIGNATURE
The preceding structural analysis has been performed by Regal Structural Group expressly for the project located at 909 S Dale St 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 net been taken into account If any modifications have occurred, further investigation and analysis would be required prior to
implementing any reroofing or strengthening
< Dctober 22, 2024
Nick Murphy, P.E. I Mana ing Pnndpal DATE
R E GA L Regal Structural Group
3957 Birch Street 8282
Newport Beach, CA 90803
www.re�alst ructuraouy_com
sW4 KOLAS 4fo'<F
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No ?1600
IS, IM1125
STRUCTURAL GROU P p.949.441.4498
e: roofs®regaistructuralgroup.com
®Copyright 2024 Regal Structural Group
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0")
IEI ASSUMED ROOF WEIGHT: Concrete Tile (9.7) = 9.7 PST
TILE RELAY: Concrete Tile (9.7)=9.7 pst
Member Summary
Mark
Exbr tlg Member
Verify? a
Simeogthening"
Ti
; 2,4 @24in o.c.
No
No
_.._61
.� 61D—
No r—_..___No
___....—
.-.-62
6X6
No
�_--
....Jt_
2x6024in o.c.
1
No
83
6x6
No
No
-.....-_ ..........
' See Page 5 for Field Vedf udon Requirements
"See Plan for Strengthening Requirements
T1 2.4 OF No 1 HOWE IRUSS @ 24'OC
[Mar Top Chord Spar = 6'-9'1
Plan
Man Notes
1. THE ROOF SLOPE IS 4:12 (UNO).
2 ALL FRAMING INDICATED ON THE 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 BEA DISCREPANCY, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY SO THAT AN UPDATED REPORT CAN BE PROVIDED.
4. THE SPAN INDICATED IN PARENTHESIS 15 THE MAXIMUM SPAN FOR THE FRAMING IN THE GIVEN BAY,
SHOULD THE ACTUAL HORIZONTAL SPAN (NOT SLOPING SPAN) EXCEED THAT SHOWN, THE
CONTRACrOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 50 THAT AN UPDATED REPORT CAN BE
PROVIDED.
5. WHERE THE EXISTING FRAMING COULD NOT BE VERIFIED IN THE FIELD DUE TO UMTIEO ACCESS OR WAS
COVERED WITH FINISHES, D E 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 ITEMS
EXIST ABOVE THE EXISTING CEILING JOISTS, ITSHOULD EITHER BE REMOVED OR ELSE SPREAD OUT SO AS
NOT TO EXCEED MORE THAN S POUNDS PER SQUARE FOOT.
OCopyright 2024 Regal Swctural Group