712 S LOST CANYON RD (4)Permit Types
BLD ELE MEC PLM
X
Permit Number: BLD2024-01422
Issued: 03/19/2024
www.anaheim.net/building
(714)765-4626
Quarter Section: 208
CITY OF ANAHEIM
Site Address: 712 S LOST CANYON RD, ANAHEIM, CA 92808
Legal Description: N TR 12689 BLK LOT 39
APN: 35650121
BUILDING DIVISION
200 S. ANAHEIM BLVD.
(7141 765 - 6163
Project Description: Reroof: Remove existing to install (32) sq of heavy weight Tile (9.70 psf) over entire house and attached garage
Living Area: Number of Stories: 1 Valuation:
Garage Area: Construction Types:
Carport Area: Occupancy Groups:
Balcony I Deck Area: Fire Sprinklered:
Cool Roof: Total Fees paid for Permit:
People Associated with Project:
Contractor C&A ROOFING INC 27637 ROCKWOOD AVENUE MORENO VALLEY, CA 92555
Permit Applicant Juan Suarez
Owner MAYFIELD, BERNARD 712 S LOST CANYON RD
15,000.00
VA
729.95
Type Electrical Fixtures Qty Type Plumbing Fixtures Qty Mechanical Fixtures Ob
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.
P�pHgIM C'<
Cityof Anaheim o4 iO
Building Division h i
U '
�ooNpgo tsy^
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 List/Bus. 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
sianed
Building Final (714 765-6153)
Last Inspection -Final Only After Above Completed
fY 1.L1llf
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)
3 y
Dof zi
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 aflei 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
12$0 ' 1HZZ ?£5 LZ)5%RNYOf� RDA
roS ct Engineering, Inc.
450 Folsom Street, #1502 ANAHEIM, GA
San Francisco, CA 94105 ROOF FRAMING REVIEW
FOR NEW ROOFING IN5TALLATION
ANALYSIS 15 FOR THE EVALUATION OF THE EXI5TING RAFTER FRAMING
AT ?I2 SOUTH L05T CANYON ROAD, ANAHEIM, CA, FOR THE REROOFING
TO BE INSTALLED
i i i i i i i i
CODES - CALIFORNIA BUILDING CODE GBG 2022
ASCE STANDARD -1-I6 /
WOOD - NATIONAL DESIGN SPECIFICATION - MD:
- DOU&LA5 FIR - LARCH llliii
- .JOISTS AND RAFTERS - NO. 2
- BEAMS (4x 6 LARGER) - NO. I
- POSTS d GOLUMN5 - NO. I
ROOF MATERIALS - "EAGLE ROOFING PRODUCTS"
- PONDER05A STYLE
- WE16HT = 9'70#/100 50. FT. = 9.'10 p5P
J O B 2024031102
SHT. I OF 4
DES. GLH
DATE 5/24
L.
TFIE •;•.:; PEWA1T DOES
NOT AP'i - ...: 0� ANY OF
THE P.UIIAANC� Cl_'iJES VF THE CITY.
THE HOIDLR C•r THIS PERMIT
PROCEEDS AT HIS OWN RISK.
MAR 19 2024
BUILDING DIVISION OF ANAHEIM
APPROM
BY
�m2
ProStruct Engineering, Inc. 712 5 L05T GAVON RD
450 Folsom Street, #1502
San Francisco, CA 94105
ROOF FRAMING REVIEW
ROOF PLAN 4 RAFTER LAYOUT
ANAHE I M, GA
ROOF FRAMING REVIEW
FOR NEA ROOFING IN5TALLATION
F L A N
J o B 2024031102
SHT. 2
DES. 6LH
DATE 3/24
ProStruct Engineering, Inc.
450 Folsom Street, #1502
San Francisco, CA 94105
ROOF FRAMING REVIEW
112 5 L05T CANYON RD
ANAHEIM, GA
ROOF FRAMING REVIEW
FOR NEW ROOFING INSTALLATION
J O e 2024031102
SHT. 3
DES. GLH
DATE 5/24
RAFTER ANALY515
CHECK EXISTING RAFTERS FOR DL + RLL
NEW ROOFING 15 "EAGLE ROOFING PRODUCTS"
PONDEROSA STYLE WEIGHT = 4"70#/100 50. FT. = 4.10 psf
DEAD LOAD = u2" Wood 5heoth + Roofing + Insul + Misc
= 2 psf + C1 10 psf + I psf + I psf = 13.10 psf
x 1.33 it. (Spc'g) + 4.8 #/ft. (2XIO) = 23.0 #/ft.
ROOF RAFTER AREA = 23.14 ft. x 1.55 ft. = 31 sq,. ft. < 200 5c1. ft. --> ROOF LL = 20 psf
ROOF LL = 20 psf x 1.55 ft. (Spc'g) = 26.6 #/ft.
MAX. SPAN = 20'-0 afa" = 20.05 ft. (U5E SLOPE AS SPAN)
MOMENT = wL"2 / 8
M-DL = (25.0 #/itJ x (20.05 ft.)^2 / 8
= 1,155 #-ft.
M-RLL = (26.6 #/ft.) x (20.05 ftJ"2 / 8
= 1,334 #-ft.
SHEAR = wL / 2
V-DL = (25.0 #/ftJ x (20.05 ft.) / 2 = 230#
V-RLL = (26.6 #/ftJ x (20.05 ftJ / 2 = 266#
IW-O", MAX.
FOR A 2 x 10 5x = 21.34 In.-5
Fb - 400 psi (#2 DF-Larch) V-L V-R
Cd = OAO ( OL )
Cd = 1.25 ( DL + RLL)
Of = 1.1 ( 2XIO )
Cr = 1.15
Cm = 1.0
FOR DL:
fb = M/5x
= (1,155 #-ft) x 12 / (2I.34 In. "3) = 64-1 psi
Fb'= Fin x Cd x Of x Cr x Cm
= 4OO psi x 0.40 x 1.10 x 1.15 x 1.0 = 1,025 psi
> 647 psi --> OK
FOR DL + RLI
fb = M/Sx
= (1,153 #-ft. + 1,334 #40 x 12 / (21.39 in.."3) = 1,395 psi
Fb' =Fbx Cd x Gf xCr x Cm
= 400 psi x 1.25 x 1.10 x 1.15 x 1.0 = 1,425 psi
> 1,345 pat --> OK
DEFLECTION = BY ANALYSIS
DL = 0.526 in. I TL = L/120 = 20.05 ft./120 = 2.005 In. > 1.134 In.
RLL = 0.605 in. RILL = L/150 = 20.05 ft✓180 = 1.555 In. > 0.608 in.
TL = 1.134 In.
ROOF MEMBERS DO NOT SUPPORT CEILING
EX 2 x 10 RAFTERS --> OK
BY INSPECTION, MAXIMUM SPAN W4,5 FOUND SATISFACTORY,
THEREFORE, ALL 2x10 RAFTER SPANS ARE 5ATI5FACTORY
112 5 L05T CANYON RP JOB 2024031102
ProStruct Engineering, Inc. 450 Folsom Street, #1502 ANAHE I M, GA sHr. 4 of 4
San Francisco, CA 94105 DES. GLH
ROOF FRAMING REVIEW
FOR NEW ROOFING INSTALLATION DATE 3/24
ROOF FRAMING REVIEW
THE PRECEDING RAFTER ANALYSIS HAS SHOWN THAT THE MAXIMUM RAFTER SPAN 15
SATISFACTORY FOR THE NEW ROOFING LOADS (NEW ROOFING MATERIAL WEIGHT NOTED).
THEREFORE, ALL OTHER RAFTER SPANS ARE 5ATI5FACTORY, BY INSPECTION.
PLAN DIMEN51ONS WERE PROVIDED BY THE CONTRACTOR AND A VISUAL REVIEW WAS
PERFORMED TO DETERMINE RAFTER SIZE.
AT THIS TIME, NO STRENGTHENING IS REQUIRED.
THE PRECEDING STRUCTURAL ANALYSIS HAS BEEN PERFORMED BY PROSTRUCT
ENGINEERING, INC. EXPRESSLY FOR THE PROJECT LOCATED AT -712 5. LOST
CANYON ROAD IN ANAHEIM, CALIFORNIA.
THE ANALY515 AND RECOMMENDATIONS ARE BASED ON THE A5-BUILT CONDITIONS
AT THE TIME OF THE STRUCTURAL SURVEY PERFORMED ON MARCH 15, 2024. 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 ANALY515 WOULD BE REQUIRED PRIOR TO
IMPLEMENTING ANY REROOFING OR STRENGTHENING.
L.
EXP. 3,2025
No. OU0758
:H 15, 2024
DATE