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131 S EL DORADO LNr Permit Types BLD a ELE MEC PLM X Permit Number: BLD2024-05190 Issued: 09/30/2024 www.anaheim.net/building (714)765-4626 Quarter Section: 168 Site Address: 131 S EL DORADO LN, ANAHEIM, CA 92807 Legal Description: P BK 44 PG 10 PAR 2 APN: 36122118 CITY OF ANAHEIM BUILDING DIVISION 200 S. ANAHEIM BLVD. (714) 765 - 5153 FA�' n. .���f� Project Description: Reroof: Remove and install (50) sq of Heavy weight tile (ESP-1900) over the pitched portion of the entire house Living Area: Number of Stones: 1 Valuation: 40,000.00 Garage Area: Construction Types: NIA Carport Area: Occupancy Groups: Balcony I Deck Area: Fire Sprinklered: Cool Roof: Total Fees paid for Permit: 884.20 People Associated with Project: Contractor At QUALITY ROOFING INC 750 S LINCOLN AVENUE #104-368 CORONA, CA 92882 Permit Applicant Robert Shelton Owner FRIZE, JAMES SCOTT TR 131 S EL DORADO LN 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. P�pHEIM �q11 1 City of Anaheim D4 iO Building Division F 2 �oVNDED vs�^ 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) 7664280 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) 7654591 Electrical Ground ElectrodelUfer 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 beensiGned Building Final (714 765-5153) Last Inspection -Final Only After Above Completed \ \y 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 no! 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./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 (SoundlEnergy) Do not tape or plaster until the following applicable items have been signed. Drywall Drywall Penetrations (Ele, Met; & 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 Sewer Water Engineering Backflow (Testable Only) Water Service A � 7 � e (14'-0") TYP Roof Framing Plan (E) ASSUMED ROOF WEIGHT: Slate Tlle(1/4inch)=10psf NEW CLASS A ROOF: Eagle- Eagle Standard Weight(9.Bpsf)(IAPMOER-19001 e See Pop 7 for Held Ver ficoeon Requiremmis Plan Notes: 1. THE ROOF SLOPE IS 8:12 (UNO). 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 THATAN UPDATED REPORT CAN BE PROVIDED. 4, THE SPAN INDICATED IN PARENTHESIS IS THE MAXIMUM SPAN FOR THE FRAMING IN THE GWEN 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 HELD DUE TO UMITED ACCESS OR WAS COVERED WITH FINISHES, IT IS NOTED WITH AN ASTERISK N. IN THESE INSTANCES THE CONTRACTOR SHALL VERIFY THE FRAMING AFTER THE EXISTNG 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 EXISTABOVE THE EXISTING CEIUNGfOISTS, 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 Requfremenm GOVERNING BUILDING CODES: REFERENCED DESIGN STANDARDS: 1. 2022 California Building Code (2022 CBQ 1. ASCE 7-16: Minimum Design Loads for Buildings and Other Structures 2. 2022 California Residential Code (2022 CRC) 12018 NDS: National Design Specifications for Wood Construction I The following Adjustment Factors are taken as 1.0: Cm C. C., Ci. 2. Shear Is calculated at a distance'd' from each support. 3. Roof Live Loads are calculated from Table R301.6 (2022 CRC, see below for reference. 4. Roof Dead Load Summary below does not account for the member weight Self -weight is Included In the dead load noted for each member. 5. Density of Douglas Fa -Larch Is assumed to be 3121 pcf 6. Refer to loading diagrams for each member. Al members are assumed to be simply supported. 7. Design checks are based on the Design Provisions of NDS Chapter 3. LOAD COMBINATIONS [ALLOWABLE STRESS DESIGNI: 1. D+Lr (CBC Eq. 16-1) DEAD LOADS Typical Roof Dead Load Tile 9.8 psf Underayment 0.2 psf 1/2"Sheathing 1.5 psf Miscellaneous 1.0 psf SUM 12.5 ROOF LIVE LOADS Typical Vaulted Roof Dead Load Tle 9.8 psf Underlayment 02 psf 12" Sheathing 1.5 psf Insulation 0.5 psf MEP 1.0 psf 1/2"Gyp Finish 2.6 psf Miscellaneous 0.5 psf SUM 16.1 sf TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE FOOT OF HORMONTAL PROJECTION TRIBUTARY LOADED AREA IN SQUARE FEET FOR ANY STRUCTURAL MEMBER ROOFSLOPE O W 200 201 W 600 Cvff No Flat or nse ass Oran 4 inches per pal(1:3) 20 18 t2 Rise 4 inches per fact (1:3) to lens than 12lncbes per foot (1:1) 16 14 12 Rise 12 Inches per foot (1:1) arW greater 12 12 12 Existing Member J4 2x12 ® 15.96" o.c. As -Built Information Design Loading Design Properties Allowable Stresses Adj. Factors b 1.5 in d 11.25 in Grade DF-L#2 Trib 27.9 sgft Pitch 4:12 Vaulted No Loading Uniform DL 12.6 psi 11 16.0 psi Slope AEj. 1.05 Lr 21.00 ft Wi Rt R,, M V 39 409 409 2145 409 plf Ibs Ibs lb-ft Ibs Fe F E E.,r 900 180 1600000 580000 psi psi psi psi Ca G C, C, CL 1.25 1.00 1.15 1.00 1.00 DCR ' - b f, Dow Du 814 36 0.60 0.33 psi psi in in Fb F, D.,,... Du,ap„ 1294 225 2.10 1.40 psi psi in in 0.63 0.16 0.28 0.23 OK OK Oe q R strengthening Regd? No The existing member is adequate for the proposed loading no strengthening Is required. Existing Member JS Zx8 ® 24" o.q A,Built Information Design Loading Design Properties Allowable Stresses Adj. Factors b 1.5 In d 7.25 In Grade DFL#2 Trib 28.5 sgft Pitch 4:12 Vaulted No Loading Uniform DL 12.5 psf L, 16.0 psi Slope Adj 1.05 Lt 14.25 ft W, R, Rt M V 58 416 416 1483 416 plf Ibs Ibs lb-ft Ibs Fs F, E E.1W 900 180 1600000 580000 psi psi psi psi Cd C, Cr C, CL 1.25 1.20 1.15 1.00 1.00 DCR t a R b D. Du 1354 57 0.71 039 psi psi in in F'b P, Do,rr,,iq„ D",, 1553 225 1.43 0.95 psi psi in In 0.87 0.26 0.50 0.41 OK OK OK OK Strengthening Req'd? No The existing member Is adequate for the proposed loading, no strengthening is required. Belsting Member J6 Zx8 ®15.%" O.C. As -Built Informadon Design Loading Design Properties Allowable Stresses Adj. Factors b 1.5 in d 7.25 In Grade DF-L#2 Trib 203 sgft Pitch 4:12 Vaulted Yes Loading Uniform DL 162 psi L, 16.0 psi Slope Adj 1.05 Lr 15.25 it W, Rt Rr M V 44 335 335 1277 335 plf Ibs Ibs lb-ft Ibs F, F„ E Cm 900 180 1600000 580000 psi psi psi psi Cd Cr Cr C. CL 1.25 120 1.15 1.00 1.00 a DCR - --L R R b 4 Don, Du 1167 46 0.70 0.34 psi psi In in Fb P, Do.. Du,,x,,; 1553 225 1.02 0.76 psi psi in In US 021 0.69 OAS OK OK OK OK St-wm-fng Req'd? No The existing member Is adequate for the proposed loading, no strengthening Is required. Existing Member J7 2x8 015.941" o.c. As -Built Information Design Loading Design Properties Allowable Stresses Adj. Factors b 1.5 In d 7.25 in Grade DFL#2 Trlb 20.3 sq it Pitch 892 Vaulted Yes Loading Uniform DL 16.2 psi L, 16.0 psf Slope Adj. 120 L, 15.25 it W, R, % M V 47 359 359 1370 359 pit Ibs Ibs lb-ft Ibs Fb F, E E,,,m 900 180 1600000 $80000 psi psi psi psi Ca C, C, C, CL 1.25 1.20 1.15 1.00 1.00 DCR fb f. Ap bu 1251 50 0.75 0.34 psi psi in in Fb ♦� P„ `VWaiWw A",. 1553 225 1.02 0.76 psi psi In In 0.81 0.22 0.74 0.45 OK OK OK OK L- a a SVaytlHMlp Req'd? No The existing member Is adequate for the proposed loading, no strengthening Is required. Existing Member JS 2x602C*.c As -Built Information Design Loading Design Properties Allowable Stresses Adj. Factors In 1.5 in d 5.5 in Grade DFL#2 Trib 23.0 sgft Pitch 892 Vaulted No Loading Uniform DL 12.5 psi L, 16.0 Psi Slope Adj 1.20 L, 11.50 it W, R, Rt M V 62 357 357 1027 357 plf Ibs 16s Ib-ft Its Ft F„ E E.I. 900 psi 180 psi 1600000 psi 590000 psi Ce C, C, C. C. 1.25 1.30 1.15 1.00 1.00 ' R DCR b 1629 psi f,. 65 psi AO r 0.73 in A. 0.38 in Pb 1682 psi F., 225 psi Adpiba 1.15 In L r, . 0.77 In 0.97 0.29 0.64 0.49 OK OK OK OK Strengthening Req'd? No The existing member is adequate for the proposed loading, no strengthening Is required. Existing Member 81 GIL5.51117.5 As -Built Information Design Loading Design Properties Allowable Stresses Adj. Factors b 5.5 d 17.5 Grade GL Tdb 464.0 Pitch 4:12 Vaulted Yes In in sq it Loading Uniform DL 16.1 psi 4 14.0 psf Slope Adj 1.05 L, 29.00 it W, R, Rr M V 495 7184 7184 52084 7194 pif Ibs Ibs lb-ft Ibs Fe F, E Ems,; 2400 265 1800000 950000 psi psi psi psi Ce C, C, C. Cb 115 1.00 1.00 0.93 1.00 DCR e f, 4oe. 6, 2226 112 1.79 0.81 psi psi in In Fb F„ Awuap. Au,io. 2777 MI 1.93 1.45 psi psi In in 0.80 0.34 0.92 0.56 Ot, R Strengthening Req'd? No The existing member Is adequate for the proposed loading no strengthening is required. The following table provides a summary of the preceeding analysis and indicates which members (if arty) 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 10 IS Field Verification by Contractor Required? Is Strengthening Required? Jt No No )2 No No j3 No No J4 No No J5 No No 16 Contractor to Verify Member Span In the Field No JT Contractor to Verify Member Span in the Field No J8 Contractor to Verify Member Span m the Field No B1 No No B2 No No B3 No No P1 No No SEAL AND SIGNATURE The preceding structural analysis has been performed by Regal Structural Group expressly for the project located at 131 S El Dorado Dr 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 modlflcations have occurred, further investigation and analysis would be required prior to Implementing any reroofing or strengthening. Zv?0' '.-�qC September 26, 2024 Nick Murphy, .E. I Manulging Principal DATE REGAL Regal Structural Group 3857 Birch Street #282 Newport Beach, CA 90803 rsNw regaGtru¢uralgrouo cam 2`NpLAS ,"I Np T1680 Exp 1213tr(6 sue. HIV%L _e STRUCTU RAL GROUP p: 949.441.4498 e: roofsltiregalstructuralgroup.com CITY OF ANAHEIM BUILDING DEPARTMENT 2016 CALIFORNIA CODES 200 S. Anaheim Blvd., Suite 145 CODE CYM Anaheim, CA 92805 01/01/2017 EFFECr DAT 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. ol)`�"l-Vz!��G10 Date: t%/`J Project address: 131 %5- t--/ k '�(nr-a do �a- 9aeo77 Property Owner: c,71" d?i Fr12A- 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. VSmoke 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 Signature: carbon monoxide detectors. California Re jOntial Code (CRC) SACion 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 FEB 2018 i~.anaheim.net/building B842 SMOKE/ CO ALARM REQUIRED LOCATIONS Bedroom Bedroom k) Kitchen Living Room Family Room Bedroom Dining Living Room Kitchen �1D A W Bedroom Bedroom Figure t Figure 2 '1 a - Ceiling Acceptable J Never Here Here Top of Detector Acceptable Here Figure 3 !4j REQUIRED SMOKE ALARM LOCATION REQUIRED CARBON MONOXIDE ALARM LOCATION P Tf2