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069-580-049
58-0-049 00-1488 KLOC TLE ;j888 1 REG Y, ORO SMLE CO BE TER B RS NEW SINGLE FAMILY 0 �- 9 lr)A100-2530 KLOCKER 26 REGAL. WAY, OR , CONTR: BETTER BUILDER SF ADDITION 7X7=49SQFT. 069-58-0-049 00-1946 IQ�C� � R, MYRTLE LL RE Y, OROVILLE CONTR: BETTER B ERS RETAINING WALL 5 �3 b� NOTES I' RESIDENTIAL 069-58-0-049 00-1488 PERMIT NO. _ KLOCKER, MYRTLE '�.., & REGAL WAY, OROVILLE ,> CONTR: BETTER BUILDERS I ,k NEW SINGLE FAMILY ,zv,- N AJ r /ox> a2z—N ee i .r' ,1 �- l + a ov SPECIAL CONDITIONS �:. CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. +' SPECIAL INSPECTION ITEMS 4 VERIFY USE PERMIT CONDITIONS r SUB-STANDARD HOUSING LETTER r f r. 15 r OFFICE COPY Address it Date ELECTRIC Meter By Date 1 JOB FINALED (Date),- Signature Date) Signature ✓ = OK 0 = Not OK - = Not Applicable '(MOBILE HOMES = Not Readt/ Date ' MOBILE HOME UTILITIES (Plans) OK except #'s N' 1. Zoning Rgquirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG' 7. Well Clearance & Discorinect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card 13 - 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements S. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 3. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date) ;DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s N' 1. Zoning Requirements -Setbacks -Easements . 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card 13 - Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (%c Date nd rfIoor (Plans) OK except #'s q."ZqAfng, etbacks- Easements- Flood -Slope Ar t. Ft ., n; Soils-Elec. Grnd.-/ /" Ftg. Depth -F ., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth -Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation neasulation-Foarn-Looked 4 eaders & Beams -Size & Bearino Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P MBING (Permit) OK except #'s ater Htr. t -Access -Combustion Air Baffle W ipe; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access est Tub & Shower, Second Floor -Tub Access ��s Pipe; Sixe & Anchors t Date Card B-1 Date Card B-1 DateL &2.4 / Card B-1 /151— Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection lac. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Ae5imnInstalled Close to Edge of Studs & C.J. 7 quip. Ground made up w/Mech Fasteners -Bond Gas & Water pliance Circuits in Kitchen & Conductor Size GFI feed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes Q No 9i. -6e Aer-RisigrConductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 133 -Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s jW'Smoke A.C. Ducts Insulation & Support 6 nt Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet JAEqr 3gAU A ssx_Platform if Furnace in Attic Stairs & Rails 70. Fi a -Hearth Elec utlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _FRAMING (Permit) OK except #'s 7 Sits Proper Materials & Anchors 74,4ir. IIs Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing AK�,aft Stop in Walls (rat proof) e tops, Furred Ceilings -Stairs -Chasers -Tubs neasulation-Foarn-Looked 4 eaders & Beams -Size & Bearino jingle & Duplex) Date FRAM INQ, (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. e to Type A Flue -Fireplace Throat Clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing rty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width- Headroorf-,Rise+Run- Landing- Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access /tea Area -Glass Protection-Skvliahts-Plastic Interior/Exterior Wall Panels 62. Infiltration- Walls -Windows Date 1111701 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s t. Steps -Door & Sidelight Protection -Landings jW'Smoke Detector 6 urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection B oom Exiting Bath Fixtures & Tub Access -Spa JAEqr EI Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 70. Fi a -Hearth Elec utlets at Wood Panel, Int. & Ext. �7 it�ixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 7 C. t in Garage -Damper 74,4ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G age; Above Floor-Mech. Protection lec. & Mech. Equip. Listed for Location Ele.t=±2ceptacles in Garage (F.F.I.)-Romex Protection neasulation-Foarn-Looked in Attic G rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive &res 0 No/WalksZ es a No/Planters O Yes ale Brown -Finish I: 44e,'X.C. Unit Disconnect, Electrical -Plumbing %B�Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 nnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground &&-'OV�gVptilation Throughout House &9Xuass Protection orrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates Address Posted Date (0 6 ( Card B-1 Date Card B-1 Date Qt Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 / - CORRECTION NOTICE we Lol- 00— OWNER 0—OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contacjjhis office immediately. 4 A.,( I O Aw- LJ S �iC L - e_ �l L !O)011I C,�r• S�6 Date Inspector REV 10/92 ` f COUNTY OF BUTTE BUILDING DIVISION T DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE e/2o OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. A I -/ t . irr 1 it J Date � g / Inspector— REV nspectorREV 10/92 za - MICHAEL MOONEY 5AMADRoNE A vE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (530) 533-2131 FX534-0902 Butte County April 11, 2001 7 County Center Drive Oroville, CA 95965 Smith/Better Builders This transmits response to Inspector comments: 1) "Dutch" gable. The 2 foot overhang resulting from this type of roof construction will transmit normal roof shear forces to the walls without plywood. Calculations provided. 2X blocking required between the trusses, see page 1 of 3. Thank you for your consideration and patience. Yours, 1.M Michaeloney $/ My lice 9T x�a{,e 30-01 F OF CPQ, Y o,�2�c�x 2 gal 2 2• vL6 r CPLA-2 ,CD POtlr L OEPYE: I NSULPT 101-1 CO. • HC. F V-4 'n' Na.-j. 10- 21001 10: 23AP1 P1 _OERKE lNSU LATION INC. INSULATION CERTIFICATE 26 Rage! WPW '__N6 "hicr ffy- I Telf a n d'-Sh eel f Bufte —Lail -Nurnber DESCRIPTION OF INSTALLATION 1. ROOF Material * Brand Name Thickness (inches) Thermal Resistance (R-Value) 2. CEILING Batt or Blanket Type—fibergIM.Batiq Brand Name Johns Manville _. _.. Thickness (inches) 12-25 Thermal Resistance (R-Value ) R-38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft so.... 0.659 lb- Minimum Thickness 16 25 inches. Manufacturer's installed weight per square foot to achieve Thermai Resistance (R Value) R-38 3- EXTERIOR WALL Material __Eihw_gIa5zJa0tt5__. Brand Name, Johns MaMdle R-19IR-13 6-5/3-5 Thickness (Inches,__ Thermal Resistance (R-Value). 4. RAISED FLOOR Material —Fibergiass Batts Brand Name _Johns_ManmU1e_.. Thickness (inches)-. Thermal Resistance (R-Value) 5. SLAB FLOOR/ PERIMETER Material Brand Name Thermal Resistance (R-Value).— Thickness Perimeter insulation Depth (inches)_ 6. FOUNDATION WALL Material Brand Name Thickness (inches)— Thermal Resistance (R-Value. OEGLARAT i0K above lacab&h ilfcorftirmance Ihereby . certify that the above insulation was installed in-the building-at the buildings (T 6, California Code of .pdards for residential I -where applicable. widh the currefd: Enegrgy Efficien%Sg cable Regulations) as indi ed on the e of compliance, 5(111t) LOERKE INSULATION CO., INC. C.L#499150 7� Da TnsRaIRndS6UFpnfraCtof _(Ub.'N5ih9)7?5r (Co. Name) or Owner General ontractor —itemsgRgffia Ftu—re. ame),Or— General ontractor (Co. Name) Or Owner or installing ��Lu6contjjctor;Fco- Name Or, Name) Or Owner General Contractor (Co. y�`1\s1E OF TIMgt9 IT -C ' ? o V C n W ti CER IFICATE OF Dz 1. CONFORMANCE /HE UNDERSIGNED MANUFACTURER HEREB Y CERT/F/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark. of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, ,Structural 'Gl d' Laminated Timber, and that such manufacture has been at our plant in Jsshhome, , which plant has a quality control system approved by the Inspection Bureau of the -AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. - . . The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for Stock JOB LOCATION: Redding, CA. c.LsTOMER'S ORDER NO. "16748 DATA 12-44-87 3264- ORDER NO., 32VY-A 24F -V4, WP Glue, Ind. App., Load SIGNATURE I�(Qr��l. American Laminators Inc. !S4 COMPANY y �' TITLE Quality Control ADDRESS 'POi3 99f Swi$shome, OR DATE 1 Z -ZZ 8 `s AITC HEREBY CERTIFIES " 'that the said company at its .sai plantY4is Ircensed by.the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collecti'.e Mark r, respect of products which comply. %i ith appiicable provisions of said Standard, that the adegdacy. of the -quality control system .in effect'atsaid plant is periijdically inspected and verJ iedby the`Inspection Bureau of the: "AMERICAN:. INSTITUTE OF TIMBER "CONSTRUC'fiION; and rthat, in'the .judgment of AITC, said company is capable of complying:with:applicable.manufacturing and testing'-provisioris of:said Standard in respect of products manufactured at'said plant. Conformance iMtlr the Standard. in respect of any -specific or particular product isthe sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting; the said Standard and that its plant is periodicaIly, inspected, and verified by the AITC Inspection Bureau. AITC Certificate No. 4 � j =? 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECOV SD Fa I BR• SA1-F` Chi 1983 AMERICAN INSTITUTE OF TIMDER CONSTRUCTION 4,\1\)TE OF rIA1g9 aGA i n 0 A K � W ti CER il OF I-T �z CONFORMANCE /HE UNDERSIGNED MANUFACTURER HEREB Y CE_ RT/F/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUi.CTION (AITC) and were manufactured in conformance .with applicable provisions of American National Standard ANSI/AITC A190.1-1983, ,$t�uctural Glued Laminated Timber, and that such manufacture has been at our plant in J SS L , which plant has a quality control system approved by the Inspection Bureau of the -AMERICAN INSTITUTE Of TIMBER CONSTRUCTfON and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 250' f the Uniform Building Code. JOB NAME: Keller Lurpber Sales for Stock JOB LOCATION: _ Redding, CA' ' CUSTOMER'S ORDER NO. P "° 16748. DATE 12-14_87 MFGR'S ORDER NO. ' 3264!-A 24F -V4 WP Glue Ind. App., Load Wrap SIC.NATURE lS- COMPANY Amrlcan Laminators, Inc. TITLE Quality Control ADDRESS' _'POB 79, SwisshmiR _-, OR. DATE AfTC ` HEREBY.:' CERT/F/ES that'the said company at itsaaid�ptant is licensed by.the AMERICAN INSTITUTE 0F,TIMBER'CONSTRUCTION to use the:AITC Collective Mark.i respect ��. of p�oductswhich comply wrth,applicable provisions of said Standard, I at the:adequacy of the:quality control system .in effect`at said plant is periodlcally,inspgcteci and verified by the-Inspection'Bureau of the. AMERICAN: INSTITUTE OF TIMBER `CONSTRUCTION;' and that, ir`the judgment of AITC; said company incapable.: of _complying with applicable manufacturing and test ig=provisions of:said . Standard in respect of products: manufactured at said plant. Conformance witl -the' Standard, in respect . - of any specific:or particular product is the sole *responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified taiproduce a product meetirigjxhe. said 'Staridard and that its plarit'is pe�iodicallyinspected. and;verified by -the AITC Inspection Bureau. AITC i�ertificafe No.%' . A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 0 1983 AMERICAN INSTITUTE OF TIMOER CONSTRUCTION FROM : LOERKE INSULATION CO.,INC. FAX NO. 5308918560 May.418 2001 10:23AM P1 INSULATION CERTIFICATE ..LOERKE INSULATION CO., INC. 26 Ragal Way Chico _..—.. �Jurnb_er and bee — — -._.. —.. —Gnildumber ..—_ Butte— .—.... — County ion .-- . —. — DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thi knees (inches) Thermal Resistance (R -Value) Material _ Brand Name Thickness (inches)—.—.. — — _ Thermal Resistance (R -Value)..._. — DECLARATION I hereby certify that theabove insulation was installed in the building at the above location in conformance R Regulations) as ndic�fed on the L'er0ccaate of complliantce, where applicable. 'Part 6, California Code of e9 , LOERKE INSULATION CO., INC. _ C.L.#499150 — ` �— — Installing Subcontractor�o. Name�r —item #s ign ure, Dat General Contractor (Co. Name) Or Owner Item #s Signature, Date — Installing Subcontractor lOo�t amOr General Contractor (Co. Name) Or ner bc Si nature, Date Installing Suontractor:o. IVamel Or tte � g General Contractor (Co. t ame) Or owner 2. CEILING Batt or Blanket Type_Eiberglags.Ba1S__. Brand Name _Johns Manville 12.25 Thermal Resistance (R -Value) R-38 — -- Thickness (inches) - -.. - — Loose Fill Type Fiberglass Brand Name Johns Manville Contractors min. Installed weight/ft sq._.. 0.659 Ib_ Minimum Thickness 16.25 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) — R-38 — 3_ EXTERIOR WALL Material.Eibw.9Ias&Botts—.. — Brand Name . johns..Manidte — 6.5/3.5 Thickness (inches — - Thermal Resistance (R -Value). R -19/R-13 4. RAISED FLOOR Material—Fiberglass.Batts Brand Name—Johns111.lanm&_.. — Thickness (inches)-. — — Thermal Resistance (R -Value) —.. 5. SLAB FLOOR / PERIMETER Material __ —. Brand Name — —. Thermal Resistance (R -value) —. Thickness.. Perimeter Insulation Depth (inches) .. ..—_. ^. 6. FOUNDATION WALL Material _ Brand Name Thickness (inches)—.—.. — — _ Thermal Resistance (R -Value)..._. — DECLARATION I hereby certify that theabove insulation was installed in the building at the above location in conformance R Regulations) as ndic�fed on the L'er0ccaate of complliantce, where applicable. 'Part 6, California Code of e9 , LOERKE INSULATION CO., INC. _ C.L.#499150 — ` �— — Installing Subcontractor�o. Name�r —item #s ign ure, Dat General Contractor (Co. Name) Or Owner Item #s Signature, Date — Installing Subcontractor lOo�t amOr General Contractor (Co. Name) Or ner bc Si nature, Date Installing Suontractor:o. IVamel Or tte � g General Contractor (Co. t ame) Or owner Sep -21-01 03:08P John Starr (530) 589-2942 COUNTY OF BUTTE DRARTMENTOFDING D V SIONT SERVICES NOTICE face. 1)0 post this job card in usale, ed In petitions aricuouse made and not remove untlrovall ed for occupancy. pians must be bulldinq is app available on the job site. 069-5"-049 00- 88 R, MYRTLE =3 REGAL WAY, OROVILLE It: BEMR BUILDERS NEW SINGLE FAMILY rcnitnt 1 1 cc mus 1 erHi.L _�....,e.nef►TIAAtS. DO NOT OCCUPY ulv 11L ALL THE ABO RVE MOBILE 1i0ME GNED AND THE BUILDING IS APPROVED FOR OCCUPANCY ,:piddreasrea° ; ; Droviile - 7 Count Center Drive 89x1551 891-2834 X 7541 Chico - 411 Main StreetRevisW 7194 P.O1 FA MYRTLE KLOCKER 26 REGAL WAY, OROVILLE, CA 95966 �' butte C L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-1488 Expiration Date: 9/18/01 A.P.# 069-580-049 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: ( Permit work started, but not completed. Permit may be renewed for '/i the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all conies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After. expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vierra, C.B.O. -, Building Inspection MCV:lt Attachments CC:,BETTER BUILDERS, 5263 ROYAL OAKS DRIVE, CHICO, CA 95966 Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 NO. (Rev. 12/96) APPLICATION AND PERMIT'-' ASSESSOR PARCEL NUMBER ' _- ZONING 069-580- - BUILDING PERMIT OWNER HONE MYRTI�K�OCKER SQ. FT. OCC. BUILDING VALUATION 2224 R 120 096.00 . OWNERS UNG ADDRESS 445 U 31 824.00 CO OR'S NAME BETTER TELEPHONE - 2 383 4,979.00 CONTRACTOR'S MAILING ADDRESS 5263 OYAL OAKS DR CHICO 95969 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 156.899.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 839.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $54535 BUILDINttDRftGAL WAY, OROVILLE 95966 Energy Plan Checking Fee $ PERMIT FEE S LOT NO. 102 SUBDNISIONS NAME PARCEL A' o 1 1 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE �X SF OX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 1 5 -no Each gas water heater or vent 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BR S/F Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 QQ' Mobile Home I S I G I W @20.00 PERMIT FEE S 150.00 ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service 2a 0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class /pZ Lic. No. 32 3Z OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason TO Main Service TO 46.00 NEW CONST. OWEIEL OCCUCUP. OR ADDNS. ( d ACC. BUDS. SO 3.50,139. 70 - CIRLPT NOH.RESID. BFI -MULTI -OUTLET 97,50 POWER APPARATUS & SINGLE OUTLET CIR.Ex. Occup. OUTLET OR FIXTURES BPL @ 150 Ex. Occup. GF"uTIBB°S AEsIDUIS �Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 182.70 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Idel BUMIF MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 30.00 Cooling GAS 5.00 Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEE S 85.00 Policy Number O.��G7c (3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with visions. o App Ican -"= ❑ Owner ❑ Contractor Z Agent An OSHA permit is required for excavations over 60" deep and demolition or construction'y� of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $ 1791.05 HAZ. E IMP X FLOOD X CDF X pARCPARCELPo X ND ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for w ich fees have been By q Dat PERMIT EXPIRES ON provisions to do work paid. ' %b / to ReceiptNo. 294976/$1791.05 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 5 „.,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County -Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P MIT NO. 12/96) APPLICATION AND PERMIT I ASSESSOR PARCEL KJ_ ^ zoNNo BUILDING PERMIT �� / OWNER T� iiz:� T'NOHE S0. FT. OCC. BUILDING VALUATION OWNER'S MALNG AD CONTRACTOR'S NAME Le Iiy/ AV '( L -0 M4`, 4` 4< , 15 LENDER'S MAIUNO ADDRESS ARCHrrECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEER'S MAOJNG ADDRESS BuIIOINOAooREss LOT SUBONSION'SNAME PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Is SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti” s ❑ Installation ❑ Other ❑ Describe Work: L '� 1v � 7� `1 b MPA IM rueplace . PERMIT FEE S �D -� Total Valuation $ Fling Fee S, Main Service Filing Fee S 93 r 20.00 Permit Fee $ 3! J9 Plan Checking Fee Energy Plan Checking Fee S S �.� G 35 a PERMIT FEE S , 3 PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 ^ Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 S" Building sewer 15.00 / Mobile Home I S I G W (9?20.00 Ex. Occup. PERMIT FEE S �D -� ELECTRICAL PERMIT Fling Fee 20.00 Main Service 800OR LESS 2ooA oR LEss 23.00 93 r Main Service 200A TO 1000A 46.00 NEW CONST. OR AOONS. DWELUNO OCCUR A ACC. Al ns SO, 3.52rr �.� G Ex. Occup. OUrurr OR FDnURES xo (P 1.00 BAL Q .50 EX. OCCU FIXE0 APPLNS. OR ouTLETs ESIO.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S CU MECHANICAL PERMIT Fling Fee I 20.00 Heatinq �' L cu I 172..,)"r. 6.50 Ventilation PERMIT FEt $ o v Mobile Home Installation Fee $ Energy Inspection, Fee /' $ J.D. FEES MI FP6 COF P EL HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. j By 0 ISr� PERMIT EXPIRES ON Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: k1 In G I -L ASSESSOR PARC ER: Proposed B ild g Use: - Building Inspector: Date: — c_ d At time of permit application,4 10is advised the following data must be ed prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted ----------------------------------------------------------------------------- ot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 0nemplete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- rgy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑. pact fees as shown on the attached schedule. -------------- - -------------------%/J-- -%- VX -California Department of Forestry planC1 13 13. ood elevation certificate. --------------- -------------------------------------------------------- anitation and plot plan approval Health Department. ------------------------------------------- Ell 5. ------------------------------------------ ❑15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from'Ihe City of Biggs. ---------------------- J8Planning approval for (A) Use: C- (B) Parking: V I- Contact Land Development about RImprovements, ❑ Drainage, Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occ pancy). 020. Pre -inspection Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- tter of signature authorization. ------------------------------ 5_R ecorded copy of Agricultural Acknowledgment Statement. ❑ 26. Letter of intent on building use. -------------------------------- ❑27. Manufactured Home utility clearance. 06WF 5F12".01, es � -?_I I- 0� ! i7 1 1 (Date) 1128. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑ 9 433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ---------------- O. Other: /�cQ G)t Q ------- Wh you issue the �ermit, process as ollows 11Mail to owner, ❑Mail to contractor. elephone "172 57 and hold for pickup at office. ❑ Deliver with inspector. _ smucr /2'vwe. 8/i '7/vd P, Applicant: Date:. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ) DateD 4 By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone,b mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Dat Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:ai _a0 Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE `— 1. BUILDING PERNIIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ /Revised Plan Checking Fee ....... $ DOL DISTRICT FEES at District Office) 5 --SHERIFF FEES (paid at Building Division) Residential ......... x $360.00 = $ Units `�� -.., Commercial (sq.ft.)... x $0.03 = $� Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) P . THERMALITO DRAINAGE DISTRICT FEES 510.0 aid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK 89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.' DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICAN �! DATE � � 2- — o c) Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) .,,�-.xl�'.}tM1. nr_ r_•.y.i..�,,.._..�,,.T..y_....-..-._: � ,�r� .. y - •e � n t "'`"',-_'ar" :Sf.�i+S�w>%r':i''�a�4r v- t, BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 4. School District Building Department No. A.P.: Number l./ o -5% o—Jurisdiction: _City County "Property Owner n ! ir1 / Property Location/Address Subdivision Residential. Development No o Living Units Mobil�me ,Installation Commercial lndustrial I r. — New A Addition Representative y 'f Lot No. C�(I-0q3 ...................................................................................................... 4 0 i Sq. Footage L 901 _K ditioN 'Supplemental to (Group R) Conversion Permit # "(No foundation inspection): .......................................................................................................... z. Srloor rians reviewed oy bcnooi uistnct District Identification No.�_ ~ ( �e XX1W. i p�� School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date Q (Applicant) s (Street Address) (J (Phone Number) (City) (State) (Zip Code) /} has complied with the requirements of Resolution No. 7 % —0Q —QS by payment of $ -,representing � �� � square feet. f AB 2926 $ FULL MITIGATION $ Af O School District Representative Date Paid by Check # Remarks: _ Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will"prohibit, you from challenging the imposition of the fees in any court action. f If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Lccidkanning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), ' this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x(s (10/98)dmm N - NOTES' i RESIDENTIAL + PERMIT NO 1 069-580-049 00-2530 -- - KLOCKER 26 REGAL WAY, OROV LLE j CONTR: BETTER BUILDERS ` SF ADDITION 7X7=49SQFT. _ ,J (qq� 4 d f c SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (DateV. <// Signature ,/ = OK' 0 = Not OK - = Not Applicable 1. • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 9. 1. Zoning Requirements -Setbacks -Easements 10. 2. Soils; Special MH Support Sketch 11. 3. Sewer; Location -Test -Fall -C/O -Concrete 12. 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 1 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. 'Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 / = OK 0 = Not OK - = Not Applicable • = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Glazing Area -Glass Protection -Skylights -Plastic 1. Zoning -Setbacks -Easements -Flood -Slope Shear Walls; Nailing -Bolts 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Brace Interior/Exterior Wall Panels 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Insulation -Walls -Ceilings 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Infiltration -Walls -Windows 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 6a. Hold Downs and Special Anchors Card B-1 Date Card B-1 7. Slab, Steel -Wrapped FINAL (Plans) OK except #'s 8. Piers -Fireplace Ftg.-Steel Ext. Steps -Door & Sidelight Protection -Landings 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Smoke Detector 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 11. Water Pipe; Test -Anchors -Regulator -Service Test Bedroom Exiting 12. Electric Underground G.F.I. & Bath Fixtures & Tub Access -Spa 13. Plenums & Ducts; Clearance -Material -Support -Ins. Elec. Trim & Subpanel, Breaker Sizes & Labels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Stairs & Rails 15. Access & Ventilation Fireplace or Stove, Clearance -Hearth 16. Insulation Elec. Outlets at Wood Panel, Int. & Ext. 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s A.C. Duct in Garage -Damper 17. Water Htr.; Vent -Access -Combustion Air Baffle Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 18. Water Pipe; Test & Anchor -Nail Protection Plb., Elec. & Mech. Equip. Listed for Location 19. D.W.V.; Test Fittings & Anchor -Nail Protection Elec. Receptacles in Garage (F.F.I.)-Romex Protection 20. Shower Pan; Test, First Floor -Tub Access Insulation -Foam -Looked in Attic 21. Test Tub & Shower, Second Floor -Tub Access Guard Rails & Deck Construction -Post Caps 22. Gas Pipe; Sixe & Anchors Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s A.C. Unit Disconnect, Electrical -Plumbing 23. Fixture & Transformer Clearance -Ins. Protection Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 24. Elec. Receptacles Spacing -Lights & Switches at Doors Water Well, Disconnect, Electrical, Plumbing 25. Size Boxes & No. of Conductors Stapled Exterior Elec. Trim, G.F.I. Receptacle -Underground 26. Romex Installed Close to Edge of Studs & C.J. Ventilation Throughout House 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Glass Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Corrections from Previous Inspections 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Gas Test -Meters Tagged, Gas -Electric 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral O Yes Q No Water & Sewer Connected -C/O to Grade -HD Approval 31. Service -Riser Conductors & Ground Main Disconnect Energy Compliance Certificate -Other Certificates 32. Equip. Clearances Panels-Motors-Mech. Equip. Address Posted 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Card B-1 Date Card B-1 Date Date Date Card B-1 Date Card B-1 Date Comments at Final: Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearino jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shtin .-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Cle rance 49. Attic Access; Size & Romex Protection -Draft Stop -I s. Baffles 50. Bdrm. Windows or Exiting Doors 13'11 Ht. & Dimensio s 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits f 54. Stairs; Width. Headroom-Rise-Run-Landinq-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers \ 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive D Yes ] No/Walks ;J Yes J No/Planters :1 Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NOTES RESIDENTIAL r 069-58=0-049 00-1946 PERMIT NO... _ OCKER; MYRTLE -- - — — REGAL WAY OROVILLE CO R: 'BETTER BUILDERS RETAINING WALL i �v-bZ�3 0 t 5 I! !r j 11 SPECIAL CONDITIONS 11 CKED BY 1 .I f ,4 :t SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER .JOB FINALED (Date) �J Signature .i 1 ✓ = OK 0 = Not OK - = Not Applicable, =Nat Ready. '' M®BILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Size -Spacing -Marriage Line 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Drain; MH Test -Fall -Flex Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Gas and Electricity Tagged 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete. 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Cert. of Occupancy 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date . MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Hangers -Post Caps -Anchors -Connectors 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 48. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. 6a. Hold Downs and Special Anchors Property Line Firewall & Openings 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 57. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Glazing Area -Glass Protection -Skylights -Plastic 11. Water Pipe; Test -Anchors -Regulator -Service Test 60. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date 75. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Clearance Looked under Floor Q Yes Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Stucco Brown -Finish ELECTRICAL (Permit) OK except #'s 84. 23. Fixture & Transformer Clearance -Ins. Protection 85. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 86. 25. Size Boxes & No. of Conductors Stapled 87. 26. Romex Installed Close to Edge of Studs & C.J. 88. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 89. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 90. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 91. 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes Q No 92. 31. Service -Riser Conductors & Ground Main Disconnect 93. 32. Equip. Clearances Panels-Motors-Mech. Equip. 94. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Comments at Final: MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rffr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration- Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction. Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive J Yes 7 NoMalks :1 Yes J No/Planters 7 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES , 411 Main Street • Chico, CA • (530) 891-2751 , 7 Countv Center Drive • Oroville. CA • (530) 538-7541 CORRECTION NOTICE ' OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, "t.•`: please contact this office immediately. • v fid? f: Date/ o Inspectors/ REV 10/,92 II TY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive •.0roville, California 95965,• Telephone (530) 538-7541®� PERMI o. (Rev. 12/96) 4. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - ZONING AR I BUILDING PERMIT OWNER MYRTLE KLOCKER TELEPHONE SO. FT. OCC. BUILDING VALUATION ing .OWNER'S MAILING ADDRESS RIDGELINE CT. CONTRACTOR'S NAME R BUILDERS1 TELEPHONE 589-2574 CONTRACTORS MAILING ADDRESS 5263 ROYAL OAKS DR. OROVILLE 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ loqn nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS a REGAL WAY, OROVILLE 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ 00 LOT NO. 102 1 SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IQ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RETAINING WALL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 V LE Main Service z00A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license IS in full f rce and effect.}� License Class LIC. NO. l4[J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'��oompensation in�ffance carrier and policy number are: Carrier /`'R�w•t "L�iu/�r•Ct Policy Number ,; (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. —'v .. O X _ �" Date 1 Signature oApplicant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00so WEU200A CU00A NEW CONST. DWELLING OCCUP. 3.5QF°; ADDNS. ( NOR EW CONST. MULACC. TLS. NON RESID.ET @7.50 POWER APPARATUS A SINGLE OUTLET CIR. EX. OCCu . OUTLET OR FIXTURES zo p ,.00 6AL @ .50 Ex. Occup. OFUTEisRa,6.) OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 70.00 _ D�.�s Ir V A FLOOD �--- CDF P EL "� PD H This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. /O By ED at q 4/0 PERMIT EXPIRES ON Gla 2 Date Receipt No. 70.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �. `'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 Oounty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT 42—OS ASSESSOR PARCEL NUMBER 069-580-049 ZONING BUILDING PERMIT OWNER K �ORER t\1. AJ TELEPHONE SQ. FT. OCC. BUILDING VALUATION R 2,646.00 . OWNERS MAILING ADDRESSf �fYRTLE49 26 REGAL WAY OROVILLE 95966 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE 589-2547 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 2 646 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 39-10 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 21 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15 00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 7 X 7 = 49S0 FT. SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 49.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: jt4 I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier F Policy Number / — (The above sections need not be competed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. _ Date /G - / L - �j a _ SignatureApf Jplicant - ❑ Owner Contractor ❑ Agent An OSHA Vermit is required for excavations over 60" deep and demolition or construction)0 of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( a ACC. BLDS. 3.5QFT. N"ONEW RESD ' MULTI-OLmET @7,50 R ACIR. 8 SINPOWGOllfLET ELEPPARATUS 20 Ex. Occu ourLEr OR FIXTURES BAo FLIED APPLNS. OR Ex. Occup. ourLErs RESID. EA 5.00 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 25,00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 206.10 HAZ. D. FEES IMP, — X FOD LO COF PARCEL X PD HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Ak By to,`( 1) PERMIT EXPIRES ON _7 I IDate ReceiptNo. 308695 206.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. g '7 County Center Drive a Oroville, California 95965 a Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSesaORPARCELNUMaER -8 VYY ZONN- BUILDING PERMIT OWNER TE�NE [SO. FT. OCC. BUILDING VALUATION OWNER'S MAUNG ADDRESSgel �� 1_4p CONTRACTOR -9 NAME •- i TELFP►gNE CONTRACTOR'S MAUNO ADDRESS CONSTRUCTION (ENDER Fireplace LENDER'S MAILING ADDRESS Total Valuatlon b ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee b 20.00 Permit Fee b , 1170 ARCNTECT OR ENONEER'S MODUNO ADDRESS Plan Checking Fee b , GULDNOADDRESS Energy Plan Checking Fee b ov b PERMIT FEE = i IDT NO. SUSONBIDNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 12o.00 USEOFSTRUCTURE SF Duplex O Mobilehome ❑ Other SPECIFY Each Trap 7.00 114-1 DZ Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New O Addition *Remodel O Utilities O Installation Describe Work: K— O Other O Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE b , ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�oo�A on tEss 23.00 ' *PERMIT FEE PAID SRA - - $ SHERIFF $ OTHER $ $ $ ///� 9. AMOUNT RECEIVED D "r ` *RECEIPT NUMBER * TO BE PUT INTO COMPUTER • Main Service 2001 TO 1000A 46.00 NEW CONST. DWELLNO OCCUP. s0 OR ADDNs. a ACC. BLDS. 3.5¢FT. Ntw • MULTI -OUTLET NONRESID. QAANCM C1RCUrrS @7.50 POWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FSRURES 0 EX. Occup. 20 ® I.SAL a •50 EX. Occup.ORR,L 5.00yV Service 23.00 —Temporary Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heats Coolin Hood 8.50 Ventilation PERMIT FEB S ' Mobile Home Installation Fee is Energy Inspection Fee I b OCC CONST'" TOT L FEE $ . RAZ• D• FEES I IMP/1 FLOOD CDF pqq pp ND ISS This permit is hereby Issued under 'the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ra CO;INTY, OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: 067 Proposed Building Use: Building Inspector: li Date: At time of permit application, I was advised the following data must be su miffed prior to permit processing and/or issuance: 111. All items have been submitted. 112. Plot plans, 3/4 sets, signed by the preparer of plans. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑ 6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. 119. Manufactured Home data and installation instructions including Tie Down Specifications. 1110. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. 1112. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate: 1114. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ .Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. 1127. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone�j 7 and hold for pickup at )AeL office. ❑ Deliver with inspector. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant _rfix+ _.CO tOF;, BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION h d OUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 .4, ' PERMIT APPLICATION DATA SHEET'r OWNER: _ r ASSESSOR PARCEL NUMBER: 061 Proposed Building Use: Building Inspector: j(, Date: j� At time of permit application, I was advised the following data must be su miffed prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.------------------------------------------------ 118. ----------------------------------------------- ❑8. Hazardous Material Forn.--------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .--------- ❑ 10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ------------------------------------------------ ❑ 13. Flood elevation certificate.------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------- Ell 5. ------------------ ❑15. City of Chico plumbing permit. ----------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: (B) Parkiiig: -- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------` ❑ 20. Pre -inspection for required Request to Building Inspector ori ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑ 26. Letter of intent on building use. ---------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------- El 2 8. ------------------------------------- ❑28. Existing violations and/or expired permits. -------------------------------- 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 113 --------------❑3 0.Other: ------ _ en you issue e tt oce as follows ❑ Mail to owner, to contractor. Telephone � `?+.��a,and,hold for -pickup at office. ❑Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 1. Index permit application for the above items numbered: 2. Additional items required: (Date) Date: Date: By: Date: By: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division _counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: ��_ Date: 6 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: -,Yellow Copy - Department of Development Services, Building Division. • BOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION tf '''i`County Center Drive a Oroville, California 95965 • Telephone (530) 538.7541 PE Rev. 12MG) APPLICATION AND PERMIT N110"' LOK90 --4 (l � , � BUILDING PERMIT ow►a>r saaso. l ooNrn1uana"at UPOWS VAPJQ ADOP ARCHffWr OR woalcol AMCMRCT Ort DOMM'S WAPQ ACOM5111 MUM AD011enI sueolve10141l NA►e USEOFSTRUCTURE i SF O Duplex O Moblehome O Other svFery New O Addition O Remodel Describe Work: TYPE OF WORK Installation O Other O ����%� ; RECEIPT # LJ—(—J K -7T'_ JJ':r. J PERMIT FEE $ SRA $ SHR $ CSA 87 $ CUA $ TUA $ REC $ OTHER: i TOTAL $ 10 Fre place Total Valuation is Flina Fee S 20.00 Permit Fee S Plan Checking Fee $ Energy Plan Checking Fee i i PERMIT FEE _ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each gas water heater or vent 15.0.0 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Moble Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service moo; oa mss 23.00 Main Service 200A TO 1000A 413.00 NEW CONST. / -5w-ELM Occup. \ ..._90. Ex. Occup. Ouner OR Fli"Es39 v Iw a� x Ex. Occup. F=0 Avows. OR o1mr:Ts Esso. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 I PERMIT FEE I _ III MECHANICAL PERMIT I Filing Fee 1 20.00 6.50 Ventilation PERMIT FEIE: S Mobile Home Installation Fee = Energy inspection fee = °C CONST. Tri TOTAL. FEE $ NAZ 0. iEE3 I w /i000 COfARC v0 ND sSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON fixers) C0'tNT'>r OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: /)MASSESSOR P NUMBER: Proposed uild' se: Gilding Inspect Date: At time of pe it application, I was adv' ed the following data m st a submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted.---------------------------------------------------------------------------- P t plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- Completeplans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. Hazardous Material Form.--------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- El10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------ ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner El) - ------------------------------- 1124. Letter of signature authorization. -7----------------------------------------------------------------------- 025 . Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . -------- 1130. Other: �16nou issu ollows 13 Mail to owner, ❑ Telephone ���rand hold for pickup at MfQ . ❑ Deliver with inspector. S/n vc T. /2,67Lie:t . �1, e Applicant: Date: 8-�y-cb Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire ep en , ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department,—❑"Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: (Date) Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone,,.[] mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was dvi-4 of the above databYP phone, 11mail, ❑ Building Division counter, by Date: Plans reviewed by: G S - /* Date: 9// f 9 SVr-Plans approved by: Date: b(% Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. m COMPACT VER TICA L STEEL #4's AT 16 "cc. BACKFILL. (CENTERED) HORIZONTAL STEEL #4's A T 24 "cc. 00 #4 DOWELS AT 16" cc. 281 14" PROVIDE • DRAINAGE #5's A T 16 "cc. 2" . CLRl UNDISTURBED. GROUND z (2) #4's ,CONTINUOUS Ln 0 (2) #4's CONTINUOUS .3 CLR. 302) 4' RE TA INING WALL OUT1,6 COUN I I .4WlLDlNG'DF-PARTMf= Ci. APPPOVF-D vo U I V I L r-NUIHr-r-M r1k t: LUQ41 5A MADRONE AVE OROVILLE, CA 95956 530-533-2131 Delta: 08/14/00 P3yc: CANTILEVERED RETAINING MALL DESIGN klocker 4 foot ---- BALL FOOTING DATA _-_-_ in - ..._-^-_----VERTICAL LOADS DATA ..- LATERAL LOADS Retained Height 4.00 ft Axial OL or, Stem = 0 plf lateral Load Acting on Wall Ht, above Soil = 0,50 ft Axial OL on Stern = 0 pif Stem-AboveSoil = Toe Width 0.75 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = Heal Width = 1.75 ft Surcharge over Toe = 50.0 psf Dist to Load Start = Total Footing Width = 2.50 ft. Surcharge over Neel 0.0 psf Dist to Load End Footing Thickness 12.00 in Note: Toe Surcharge Resists Overturning 0.00 0.0 Key Depth = 0.00 in 840.7 psf Soil Press. Mult. Toe Key Width = 0.00 in SOIL DATA ..- Toe to Key Dist. 0.00 ft Allowable Bearing _ SLIDING CHECK .__ _____ -15.0 Active Lateral = Ftg/Soil Friction 0.35 0.0 .....r1ax Pres_, _ Soil to Ileglect 0.00 in .....Slope Press. 0.0 Lateral- Pressure = 361 # Backfill Slope 0.0 - Passive Pressure = 239 4 Passivs. Pres. _ Friction = 429 4 Soii Density 37.5 Add'1 Force Required = 0.0 # Soil Ht over Toe = - -- SU191414RY 0.00 0.0 0.0 0.00 Pressure @ Toe = 840.7 psf Soil Press. Mult. Toe Pres=ure @ Heel 140.6 psf By ACI Eq 9-1 = 1177 Allowable Press. = 1500 psf tiu-Upward - 303 Ecc. of resultant 3.57 in Ilu-Downward = 79 Max. Shear E Toe = 0.18 psi Mu -Design = 225 flax. Shear @.H-ael = -1.33 psi One -Way Shear: Alloy. Ftg Shear = 85.00 psi Actual = 0.2 Factors of Safety: Allowable = 85.0 Overturning = 2.91 :1 Cover over Rebar = 3.25 Sliding 1.85 .1 'd' = 8.75 Ru = Nu/bd^2 = 3.3 - SUKIIARY OF -FORCES d HOMEWTS Overturning Ho®ants _ Origin of Force... # ft ft -!i Active Soil Press. _ Soil over Heal = Soil atter Tne = Sloped Soil @ Heel = . Adjacent Ftg. Load' Surcharge Over Heel Surcharge over Toe Axial Load on Wall. _ Load 0 Proj. Vlall _ Averaged Stem Wts. _ Added Lateral Load = Footing Weight Key Weight = Vertical Component of Active Pressure --. _ ADJACENT FDOTIHE 1500 psf Vertical Loyd = 30.0 pcf Load Eccentricity 0.0 pcf Footing Width 0.0 pcf Ftg. CL to Wall 0.0 A Vert. Position of Ftg. 2.50.0 pcf ...Above/Below:(+/-J 110.0 pcf Spread Footing 0.00 in - FOOTING DESIGN Neel V c = 197 psf Fy 199 ft -9 Min, As Percent = 485 ft -4 Omit SP Under Heal ? -286 ft--# ____.--.__ Toe Heal # 4 @ 16.33 14.65 1.3 psi # 5 @ 25.31 22.71 85.0 psi # 6 @ 35.92 32.23 2.25 in # 7 @ 48.00 43.96 9.75 in # 8 @ 48.00 48.00 3.3 psi # 9 @ 11-8.00 48.00 Resisting Honents 0.00 psf 0.00 PI 0.00 ft 0.00 ft 0.0 # 0.00 if! 0.00 I L 0.00 ft 0.0 ft NO 2500 psi 40000 psi 0.0014 No in o/c in 0/c in o/c in o/c in o;'c iil 0/L 375.0 1.67 625.0 0 0 0 0 0 0 476.7 1.96 93:.5 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 13.6 0,50 -6.8 37.5 0.38 14.1 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0 0 0 337.5 1.08 365.6 0.0 0.00 0.0 0 0 0 0 0 0 375.0 1.25 468.77 0 0 0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 Totals = 346.4 # 613.2 ft-# 1226.7 4 Resisting Totals Used For Soil Pressure 1226.7 # (Vert. Component of Active Pressure Removed) 1781.9 ft-# 1781.9 ft-# (continued on next page.... d V4.4C1 c 198.3-96 EHERCALC HICHAEL 1,1001 F'(, KVI-06'.)1576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 UMUV I LLC, 1./1 yJZIOO 530-533-2131 CANTILEVERED RETAINING WALL DESIGN klocker 4 foot (.....continued) STEM SUMMARY Top Steo: From 4.00 ft to Top of Wall B.00in Masonry w/ # 4 @ 16.00in, d:,3.751 V a: 1500.Opsi, Fs= 20000.Opsi LDF: 1.00, n: 25.78 Solid Grouted, Mo Spec. Insp. Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mactual : 0.0 r- 521.2ft-# Vactual : 0.00 <: 19.36psi Interaction Value : 0.000 Second Stee From 3.00ft to 4.00ft B.00in Masonry w/ # 4 @ i6.00in, d: 3.75i f'm: 1500.Opsi, Fs= 20000.0pZi LDF: 1.00, n: 25.78 Solid Grcuted „ No Spec. Insp. Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mactual : 5.0 <: 521.2ft-# Vactual : 0.16 <: 19.36psi Interacti,n Value = 0.010 Third Stec Frou. 2.00ft to 3.00ft B.00in Masonry w/ l' 4 @ 16.00in, d: 3.751 f'm: 1500.0;,si, Fs: 20000.Opsi LDF: 1.00, n: 25.78 Solid Grouted „ No Spec. Insp. Wall "t.: 75.00psf, Bar Embed: 12.Oin Mactual : 40.0 <: 521.2ft-# Vactual : O.66 <: 19.36psi Interaction Value : 0.077 Date: 08/14/00 Page: n S ' � A o 8" C.M.U., Solid Grou • - 4 -P 16" ver L -4 V 24" Horiz l Y � ` re a ra HEE _ c. r- �r � 4 fI0Rl2. AS Shia'tyFl n Fourth Stes From 1.00ft to 2.00ft B.00in Masonry w/ # 4 @ 16,OOin, d: 3.75in f'm: 1500.Opsi, Fs: 20000.Opsi LDF: 1.00, n: 25.78 Solid Grouted „ No Spec. Insp. Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mactual : 135.0 <: 521.2ft-# Vactual : 1.48 <: 19.36psi Interaction Value : 0.259 Botto® Steo From O.00ft to 1.00ft B.00in Masonry w/ # 4 @ 16.00in, d: 3.75in f'm: 1500.0psi, Fs: 20000.Opsi LDF: 1.00, n: 25.78 Solid Grouted „ No Spec. Insp. Wall Wt.: 75.00psf, Bar Embed: 6.Oin Mactual : 320.0 <: 521.2ft-# Vactual : 2.63 <: 19.36psi Interaction Value : 0.614 V4.4C1 c 1983-96 ENERCALC MICHAEL, MOONEY. CIVIL: ENGINEER, RCE 20647 5A, MADRONE AVE OROV I LLE; 'CA. 95966 530=533-2131 Date: 08/14/00 Paoe: HORIZONTAL STEEL NO. 4.s AT 24 "cc VER TICA L S TEEL NO. 4'S A T 16 "cc. VERTICAL STEEL AT CENTER NO. 4 DOWELS 33" AT 16" cc. 16 -a 14„ UN0I5TUI;0W 6P,OUNO 2" CLR: NO. 4's A T 18" cc. (4) NO. 4's CONTIN. 8„ 3" CLR. 44" 5 FOOT MASONRY RE TA INING WA"- 6 Lou FREES TA ND►16ING' DEPAI APPQOVFF) COMPACT BACKFILL 90% REL. 2 1/2" PROVIDE DRAINAGE i i 4%6 V.11\I ILLILILLV I1L 1/'l 11{II{V YI.1LL VLJ14`1�{ klocker 5' BALL 8 FGOTIH6 DATA 0.00 in VERTICAL LOADS Toe to Key Dist. - Retained Height = 5.00 ft Axial OL on Stem 0 plf Ulan fit, above Soil 0.50 ft Axial DL on Star: 0 Pi Toe kidth = 1.17 ft ....Eccentricit+; = 0.00 in Heel Width = 2,50 ft Surcharge over Toe = 50.0 p_.f Total Footing Width 3.67 f Surcharge over Heel 0.0 Ps Footing TIL iicl,,nEs3 - 12.00 ili Note; Toe surcharge Resists Overturning Key Depth 0.00 in' Allowable = 85.0 �--y Widtr' 0.00 in --..-- SOIL DATA Toe to Key Dist. - 0:00 ft Allowable Fearing = SLIDIHG CHECK ____ 996 Activ, Lateral Ftg/Soil Friction 0.35 .....Max Pres:, _ Soil to Neglect - 0.00 in .....Slope Press. Lateral Pressure = 526 # Backfill Slo;,e - Passive Pressure = 239 # Paisivc Press. _ - Fr:etion = 710 # Soil Density = Add'1 Force Required 0.0 # { Soil Ht over Toe = SUMGARY----_------ 0.00 ___-_.-- --- Pressure @ Toe Pressure P Heel = Allowable Press. Ecc. of resultant = Max, Sheir @ Tee Max. Shear @ Heel = AlloN. Ftg Shear = Factors of Safety: Overturning Sliding = Origin of Force... Active Soil Press. Soil over Heel Soil over Toe Sloped Soil @ Heel = Adjacent Ftg. Load Surciarge Over Heel Surcharge over Toa = Axial Load on Wall Load @ Proj. Wall = Averaged Stem Wts. = Added Lateral Load Footing Weight Key Weight Vertical Component - of Active Pressure 711.5 psf Soil Press, Mult. Toe 395.3 psf By ACI Eq 9-1 = 996 1500 psf Mu -Upward {= 646 2.10 in Mu -Downward 19! 2.87 psi Mu-Pssign = 45.5 -3.18 psi One -'Nay Shear: 0.r 35.00 psi Actual 2.9 0.00 0.0 Allowable = 85.0 4.15 :1 Cover over Ra"ar = 3,25 1.80 :l 'd' - 8.75 0.58 34.0 41A^2 = s.6 0 --- SUaH RY eF FORCES G HOPE t'!IS _- Overturning 0.00 Moments -.- 0 # e ft ft.-# ____ LATEGAL LOADS Lateral Load Acting o,i Stei,.i Above Soil Add'1 Lateral Load = Dis: to Load Start = Dist to Load End ADJACENT FOGTIM 1500 psf Vertical Load 30.0 pcf Load Eccentricity = 0.0 pcf Footing. Width = O.0 pcf Ftg. CL to Wall - 0.0 ;! Vert. Position of Ftg. 250.0 pcf ...Above/8elow:(1/-] _ 110.0 pcf Sp ead Footoing ? 0.00 in -- FOOTING DESIGN Heel f'c 553 psf Fy 1054 ft -4 Min. As Percent = 1647 ft -r Omit SP Under Heel ? -593 f t-# --_-_ Toe Heei # 4 @ 16.33 14.65 3.2 psi # 5 @ 25.31 22.71 85.0 psi # 6 @ 35.92 32.23 2.25 in # 7 @ 48.00 43.96 9.75 in # 8 @ 48.00 4O,00 6.9 psi # 9 ^ 4,,00 48.00 -_ Resisting Honents _ # ft ft -4 0.00 psi 0.00 plf 0.00 ft 0.00 f t 0.0 0.00 it 0.00 ft 0.00 f i C.0 ft Ilc 2500 psi 400-00 psi 0.0014 No in o/c o/% in o/c in o/c in o/c 540.0 2.00 1080.0 _ 0 0 0 0 0 0 1003.3 2.75 2772.9 -15.0 0.333 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.r 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0,0 0,00 0.0 -13.6 0.50 -6,8 58.3 0.58 34.0 0 0 0 0.0 0.00 0.0 0.0. 0.00 0.0 0 0 e 0 0 0 412.5 1.50 6118.8 0.0 0.00 0.0 0 0 0 0 0 0 550.0 1.33 1008.3 0 0 0 0.0 0.00 0.0 0 0 0 0.0 0,00 0.0 Totals - 511.4 # Resisting Totals Used For Soil Pressure (Vert. Component of'Active Pressure Removed) 1068.2 ft-# 2029.2 # 2029.2 # 4434.0 ft -9 4434.0 ft -0 (continued on next page.... 114ACI c) 1983-96 EHERCALC - - -- MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 5^0-533-2131 Date: 03/14/00 CANTILEVERED RETAINING WALL DESIuN Page: (.....continued) STEM SUMMARY - Top Stec: From 4:00 ft to Top of Wall 8.00in Masonry w/ # 4 @ 16.00in, d: 3.751 f'm: 1500.Opsi, Fs= 20000.0;psd LDF_ 1.00, n: 25.70 Solid Grouted, No Spec. Insp. Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mactaal = 5.0 <: 521.2ft-11 Victual : 0.16 <: 19.36psi Interaction Value : 0.010 Second Stei From 3:00ft to 4.00ft 8.00in Masonry w/ d 4 @ 16.00in, d: 3.75i f'm: 1500.0psi, Fs: 20000.Opsi LDF: 1.00, n: 25.78 Solid Grouted „ Ma Spec, Insp. Wall Wt.: 75.00psf, Bar Embad: 12.0in Mactual : 40.0 <: 521.2ft-# Vactual : 0.66 <: 19.36psi Int raction 'V"'NE : 0.077 Third Stec From 2.10ft to 3.00ft 8.00ir, Masonry ll/ # 4 @ 16.00in; d: 3.75i f'm: 1.500.Opsi, Fs: 20000.0:si LDF: 1.00, .n: 21.78 Solid GroutEd„Mo Spec. Insp. Wall Wt- 75.00p5f, Bar Embed: 12.Oin f- ri 8" C.M.U., Col id Grout a 4 (F16" Vert 4, CL___ �'4 ? 24" Huriz 6" C.M.U., Solid Grout 4 16" Vent , 'C4 4� 24" Hon .r J r w� n •eT �e.i T o to n HEEL (top) : 5 " o. c. n a 1'OE (but) 5 " 0.c. m 4 HOPIZ. AS SHG:?n I I n r. s- MacWal - 121.9 <- 521.2 t # dactual : 1.38 :: 19.36psi Interaction Valua : 0.234 Fourth Sten From 2.00ft to 2.10ft 8.00in Masonry w/ # 4 @ 16.00in, d: 5.25in f'm: 15OO.Opsi, Fs: 20000.Opsi LDF: 1.09, n: 25.78 Solid Grouted„t!o Spec. Insp. Wall Wt.: 75.00psf, Bar Embed: 12.Oin Ma,.tual : 135.0 <: 905.4ft-4 '!actual : 1.48 (: 19.36psi Interaction Value : 0.149 Bottom Stee From O.00ft to 2.00ft B.00in Masonry w/ # 4 @ 16.00in, d: 5.25in f'n: 1500.0psi, Fs: 20000.Opsi LDF: 1.00, n: 2.5.78 Solid Grouted„Mo Spec. Tn'sp. Wall Wt.: 75.00psf, Bar Embed: 0'.0i11 Ma:tual : 625.0 <: 905.4ft-# Vactual - 4.11. 19.36psi Interaction Valise : 0.690 V4.41.1 c .19033.96.ENERCA C ----^ - MICHMEL MOOt1EY, KW -0601576 COMPACT BACKFILL 3 3/4" CLR Q- . cfl f ti #4 DOWELS A T• 8 "cc 33L lo 15" 17 5" PROVIDE DRAINAGE 2" CLR . ' hl I I HORIZONTAL STEEL #4's AT 24"cc VERTICAL STEEL. #4's A T 16 "cc 12 15 V 42" ' 3 TA INING W "u',ZT,, ►� IIT, 6 E /81 fi �iN R4GN FREESTANDING A, DDQ-nv% :P #4's AT 15' cc UNDISTURBED GROUND T (4) NO 4's CONTINUOUS 3" MICHAEL MOONEY CIVIL ENGINEER RCE 20647 • •5A MADRONE AVE OROVILLE, CA 95956 530-533-2131 CANTILEVERED RETAINING WALL DESIGN klocker 6' NALL & FOOTING DAT9 Retained Haight Wall Ht. above Soil = Toa Width = Heal Width Total Footing Width = Footing Thickness = Key Depth Key Width = Toe to Key Dist. SLIDING CHECK - Ftg/Soil Friction = Soil to NeglEct Lateral Pressure Passive Pressure - Friction. _ Add'] Force Required = ---- SUHHARY--.--.-. Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = t1ax. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shar Factors of Safety: Overturning Slidine Origin of Force... Active Soil Press. _ Soil over Heal' _ Soil over Toe = Sloped Soil @ Heel Adjacent Ftg. Lead = Surcharge OVsr Heel = Surcharge o,:er Toe Axial Load on 'Wall Load @ Proj. Wall = AvEraged Stan, Wts, Added Lateral Load = Footing Weight Key Weight = Vertical Component of Active Pres:ura 600 ft 0.50 ft 1.25 ft 2.25ft 3.50 ft 12.00 in 9,00 in 12.00 in 1.25 ft 0.35 0.00 in 721 # 582 # 181 # 0.0 # Cate: 08/14/00 --.. ----- VERTICAL LOADS -.--------_._-. --__-_ LATERAL LOADS Axial DL on Stem = 0 plf Lateral Load Acting on Axial DL on Sten, = 0 plf Stem Abov; Soil = ....Eccentricity 0.00 ir: Add'1 Lctzral Load = Surcharge over 1r-2 50.0 p f Distto Load Start = Surcharge over Heel 0.0 psf Dist to Load End Note: Toe Surcharge RESiSt_ Overturning ---- SOIL DATA Allowable Bearing Active Lateral = .....flax Press. = .....Slopa Press. Backfill Slope Passive Press. _ Soil Density = Soil Ht over Toe = 1055.8 psf Soil Press. I4ult. Toe 219.9 psf By ACI Eq 9-1 = 1478 1500 psf flu -Upward 1046 4.59 in Mu -Doo, a.d 219 5.51 psi I1u-Dasign = 827 -4.59 psi One -Way Shear: 0.0 85.00 psi Actual = 5.5 0.0 Allowable = 85.0 2.79 :1 Cover oder Rebar = 3.25 1.89 :1 'd' 8.75 0 Ru = flu/bd"2 = 12.0 ----- SUNXARY OF FORCES & p0XENTS - Overturning Floaents. - _ # ft ft-# ADJACENT FGOTiNG 1500 psf Vertical Load = 30.0 pcf Load Eccentricity 0.0 pcf Footing Width. _ 0.0 pcf Ftg. CL to Wali 0,0 :i Vert. Position of Ftg. 250.0 pcf ...Above/Below:[+/-] 110.0 pcf Spread Footing ? 0.00 in ---. FOOTING DESIGN Heel V c 308 psf Fy 607 ft -ft Hip., As Percent _ 1421 ft-# Omit SP Under Heel ? -8114 ft -4 -- Toe Heel 4 @ 16,33 14.65 i 4.6 psi II 5 @ 25,31 22.71 i 65.0 psi # '6 @ 35.92 32.23 i 2.25 in # 7 @ 48.00 43.96 i 9.75 in # 8 @ 48.00 48.00 i 9.5 psi P. 9 @ 48.00 49.00 i Resisting No©er:ts ft ft-# 735.0 2.33 1715.0 0 0 0 0 0 0 1045.0 2.71 2830.2 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0. 04.1 0.0 -13.6 0:50 -6.8 62.5 0.63 39.1 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0 0 0 487.'-, 1,53 771.9 0.0 0.00 0.0 0 0 0 0 0 0 525.0 1.75 910.7 0 0 0 112.5 1.75 196.9 0 0 . 0 0.0 0.00 0.0 Totals 706.4 # P,asistin_- Totals Used For Soil Pressure (Vert. Component of Active Pressure Ramovod) 1703.2 ft-# 2232.5 # 2232.5 t Page:1 0.00 psf 0.00 pi 0.00 ft 0.00 ft 0.0 # 0. DO in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.001; No n o/c n o/c P. O/c n o/c n o/c n o/c 4756.8 ft -9 4756.8 ft -4 (continued oo next page.... MICHAEL MOOMEY C|V|L ENGMEER RCE 20647 5A NADRONE_AVE OROV|LL2' CA 35966 .530-533--2131 CANTILEVERED RETA|N|NG WALL DES|GM Hooker 6' --- ---`--^ i..-coxtinxx�) , . STEM SUMMARY lop Stem: From 6.00 ft b Top of Nall S.VOio Haoory x/� V 4 @ &OO , �� 3,15in f`o: 1500.Opoi' Js: 20000.Opsi 0F: 1.00. o: 25]8 Solid Grouted, No Spec. Insp. Noll NL: 75.00psf, 8a [mbad� 12.0in ' H^ctoal : 0.0 <: 521.2ft`4 Yactua\ : 0.00 (: 19.36psi luterociiori Yo}ou : 0.00 Sa:ond Stem From 4.00ft to 6.00ft 8.00io Masonry w/ 8 4 @ 16.00io, U: 3J5 f'm: 1500.Opsi` Fs: 2000.Opai L0[:: 1.O0. o- 25.78 Solid GmoLed,,Hn Spa,,. losP. Noll NL: 75.00psf, 8o/ [ahm1 12.0io Mactuol : 40.0 (: 521.2ft-4 Yuotuu| : 0.66 (: 1936psi | lnLumodon Vh>oo : 0.077 ' � Third Stem From 2.0fi to 4.00[t 8.00ip U:so:ry w/ 4 4 @ 161.00io. d: I75J.in f'm- 1500.0yoi, Fs: 20000.0psi � UE: 1.00, o: 25.78 � So\id Gmoted'.Ho Spec. losy. � Mall NL: 75.00paf. Bar Embed: 12.0io � Mac-tual 296.6 <: 5212fL'3 #ctm\ 2.50 (: 19.36psi , Interaction Value : 0.569 Fourth Stea From 2.00ft to 2.'Oft 3.00io Masonry w/ 0 4 @ 8.00io, d: 5.25io f`m: 10O.0ysi. Fs: 20000.0psi OF � \.OV, o: 25.78Solid Cmotod..Ho Spoc. lhsy. Wall Mt.: 75.00pef' Bar [mhec: 12.0io 101aotoal : 320.0 * 1151.5ft'4 Yuotonl : 2.63 (: 0.36p.,si Interaction Value : 0'278 ' 8otbo Stam From O.00ft to 2�0ft O.00io Masonry w/ U 4 @ 8.00iu, d: 5.25in f'm: 1500.0[si, Fsz 20000.0pmi LUF: 1.00, o: 25.78 Solid Gmuted^^Uo SVoo. Insp. NoD NL: 75.00psf' Bar Embed: 6.0in Mact:al 1080.0 �: 1151.5ft-4 'i3ctual 5.52 <: 19.36Psi Interaction Ya]oa- : 0.938 o'cnx, nn:oorom � � * *� x�rry t op CL---------' -94'oo,iz----' n'cn.mo ni'Grout - ��" Vort -�N 04 P 24'xmH2 - p��n----r--� ` [ r E /COMPACT BACKFILL d- 00 12" BLOCK - 4 COURSES #5 DOWELS AT 16"oc. 38" 24" 2 3/4" CLR PROVIDE DRAINAGE 2" CLR VERTICAL STEEL #4's AT 16 "cc REBAR CENTERED IN 8" WALL HORIZONTAL STEEL #4's AT 24"cc #4 CONT. 19" #4 CONT. UNDISTURBED GROUND (3) #4's CONT. (2) #4's CONTIN. #4's AT 15"cc 7' RETAINING WALL DETAIL FREESTANDING �urrE sUlLDING'DEPARTMC—N7 Q P P 0 V F D 4 N11CHAEL MJONEY CIVIL ENGINEER RCE 20647 •5A MADRONE AVE OROV! l_LE, CA .95956 530-533-2131 CANTILEVEFED RETAINING V1ALL DESIGN D.3t.e, (.;;,`!4/oV 7 FOOT FRIESTAHDIlii: E TAI11iHG 1,V! !_ psl PIu=Das1gn - 1278 -1043 ft-# 1500 PSF SOILS # Toe- Ideal # -- Max Shear @ Heel -5.94 -- NAi1 r0JTIiIu --- D�':.i ..- 2560.0 ----------------'--•------------------------------3333-- -_-__-- VERHU, LOAD4--___-.-- # 4 0 - _ -- LATERAL LOAs)S _ P.ataned Height = 7.00 fl ;x1141 DL on Star . = 0 plf t•,tcal la.,,' ,cling cn Wall -81. above Soil 0.50 f` AXial DL on Steia = 0 plf St_,n A`v_;: .',il Toe Width 1.5° � it ` t •CCcrtrlCltj' 95.0 (;,0(% it , - ;��r: 1 t_xt',ral Hsal Width 2.15 ft Surcf:arg2 over To o/c Overturning 2 °@ Total Footing Width Al `; Sar -,11e :1 _ e; ,I� 5 7 @ 4=.00 45.11 Footing Thickness o/c Sliding 1.82 :1 'd' = 8.50 4,50 in V. a @ 48.00 48.00 :1 r o/c 0 � �;% i'id�. °u = Hu/bd-2 ..-_3333----- .�).�„ .. --------•----- !2.3 psi 3333- -•- - n.. 9 44.0_ ft � A111''ilitl,._ �C •ll:g - .._.. ..I "- irS.Ii.: ��: _ }' •. - :. � ... t;_ . � : - . .. _c.:c:iit• its. ? ;:'•v 0 '_50.0 2.17 ;2;.5 Vortical Component N:f FJJtiny Width :•i! ii Hc;le,� ^... ;;. �!^ of Active Prr-sur-r: (.,0 pcf Fty. CL to pi.3ll I_,_r.:l Pi _ is 0.00 0.0 cac::il1 SlOp,: 0.0 :1 tizrt. Position of Ftg. 750 9' 2a_6 s Press. 250.0 pcf Above/Be1a,v:(� -] Fr Iii}',Oi. = 973 n SJiI DBnSity = 100.0 pCf ani -Edd F00tiiig Add'1 Fa ce Raaeir 0.0 K Soil Ht cver To= - SU9MARY ___---- --------------•--_--_-- FOOTIri6 DESI&H 3333 --- Pr sure a T02 1324.1. W Soil Pres,. Nult. Tca Heel f'C Pressure @ Heal = 26('.5 Psi BY ACI Eq 9-1 1.134 365 psi Fy A110'41ble Pres.. = 1500 psf Mu. -Upward = 1627 7'9 ft-# Mir,, As Percent = icc. of resultant 5.115 iii Hil-DCPtr);.ar' 349 182' f!.- Gtrit S? UndEi He ? Pag:: f Ct .:j f Ho 2500 p_1 40000 psi 0.0014 110 Max. Shear @ To = 8.9 psl PIu=Das1gn - 1278 -1043 ft-# 3333-- # Toe- Ideal # -- Max Shear @ Heel -5.94 psi One. -Way Shear: 2560.0 0 0 # 4 0 1..81 15.04 in o/c A'.laa:• Ftg Shear = 85.00 p3i Actual 3.'? 5.9 psi 0.00 5 3 26.05 23.31 in o/c Factors of Safety: 0.00 0.0 A'_'•o . ble = 95.0 85.0 psi Y 6 e 36.97 33.08 in o/c Overturning 2 °@ :l C�;ar over Reba. - 3.50 2.50 in 5 7 @ 4=.00 45.11 in o/c Sliding 1.82 :1 'd' = 8.50 4,50 in # a @ 48.00 48.00 :1 r o/c 0 0 0 °u = Hu/bd-2 19.7 !2.3 psi # 9 44.0_ 48.00 In 0/C SWAIIY OF FORCES 3 HDIP21TS Totals = 930.0 # Resistir:c Totals USEd For Soil Pressure (Vert. Component of Active Pressure -Removed) 2547.5 ft -4 2781.2 # 2791.2 # 7375.^ ft-# 737.9 f t-# (continued on next page.... UYerturitiI j i .'vc^iit�i - -- Re�latlftg IoEeat�, - Origin of Force... # ft ft--# # ft ft -4 Active Soil Press. 960.0 2.67 - 2560.0 0 0 0 Soil ovzr Heel = 0 0 0 1225.0 3.46 4232..4 Soil over Toe -15.0 0.333 -5.0 0,0 0.00 0.0 Sloped Soil @ 116e1 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0,0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0,0, 0.0 Surcharge over Toe -15,0 0.50 -7.5 79.0 C.79 62.4 Axial Load on Wall = 0 C C C.0 0.00 0.0 Load @ Proj. Wall = 0,0 0.00 0.0 0 0 0 Averaged Stem W,ts. _ 0 0 0 677.7 1.99 1-S49.4 Added Lateral Lead =, 0.0 0.00 0.0 0 0 0 Footing Weight 0 0 0 649.5 2.17 11406.2 I(ey Weight = 0 0 0 '_50.0 2.17 ;2;.5 Vortical Component of Active Prr-sur-r: 0 Ct 0 0.0 0.00 0.0 Totals = 930.0 # Resistir:c Totals USEd For Soil Pressure (Vert. Component of Active Pressure -Removed) 2547.5 ft -4 2781.2 # 2791.2 # 7375.^ ft-# 737.9 f t-# (continued on next page.... MICHAEL MOOPIEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE ORO`•; I LLE, CA 95966 •530-533-2131 CANTILEVERED RETAINING VIALL DESIGN 7 FOOT FR ESTAI!DING RETAINING W,LL 1300 FSF SOILS (..... contiruEd) STEM SURNARY - _ Top Stea: From 6,00 ft to Top of Wall S.00in Masonry w/ # 4 @ 16.00in, d- 3.75in f'm= 1500.0psi, Fs= 20000.0psi LDF- 1.00, r:= 25.78 Solid GroutEd, Ho Spec. Insp. . {'fall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual 5.0 <= 521.2ft-# Vactual 0.16 <= 19.36psi Interaction Value = 0.010 Second Ste9 From 4.00ft to 6.00ft 8.00in Masonry w/ It 4`@ I6.00in, d= 3.75in f'm= 1500.0psi, Fs= 20000.0psi LCF- 1.00, n=.25.78 Solid Grout,d „ No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 135.0 <- 521.2ft-# Vactual = 1.4E <= 19.36psi Interaction Value : 0.259 Third Sten .From 2.68ft to 4.00ft. 8,00in Masonry W; ° 4 @ 16.00in, d 3.75in f'r:= 1500.Opsi,.Fs= 20000.Opsi !.DF 1.00, n= 25.78 Solid Grouted „ Ho Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 13.2in Mactual = 403.1 <= 521.2ft-4 Vactual = 3.07 <- 19.36psi Intl.raction Valua - 0.773 Fourth Stec From 2.57ft to 2.68ft 12.00,n Masonry w/ P 5 @ 16.00in, d- 9.00in f'm= 1500.0psi, Fs- 2CN-,C.0,psi LDr- 1.00, 25.7.0 Solid 1rout6d„flo Spec. Insp. 118.00p5f, Bar Ebbed= 12.Oin Mactual 405.9 <- 2563.Oft-4 '!actual : 2.02 <= 19.36psi Interaction :'alua = 0.158 8astoo Staff From 0.00;1t to 2.67ft 12.00in Masonry W/ # 5 a !6.00in, d- 9.00in f'm: 1500.Opsi, Fs- 20000.Opsi OF: 1.00, n= 25.78 Solid Grouted„ Ho Spec. Insp. Wali Wt.= 118.00psf, Bar Embed= 6.Oin Mactual = 1715.0 <= 2563.0ft-# Vactual = 5.28 <= 19.36psi Interaction Value = 0.669 Dat_.. OY,`14,'ru S" C.M.U., Solid Grout _ 4 P 16" Vart ?. CL _ 'd4 (P 24' Horiz 1'- 0' C.M.U., Solid Gro r 4 Q 16"Vert ga,L "4,k, 24" Horiz o • 6 •� ism N �- < C HEEL (top) -fie. TOE (bot) a 4 HOR12. AS SHOWN - f'- o- 9 1 :: 4" C' 7 71 t6" 'f- 3 J 15' V4.4C1 (c) 1983=96 EHERCALC MICHAEL MOONEY, YW-00157 8.� r PROVID DRAINA 2" CLR CV VERTICAL STEEL #5's AT 16"cc REBAR CENTERED IN 8" WALL HORIZONTAL STEEL .4 #4's AT 24"cc #4 CONT UNDISTURBED GROUND #4's AT 15 "cc 8' RETAINING WALL DETAIL FREES TMONG OU I I L WU N I 3UILDING DEPARTMEP MICHAEL MOONEY CIVIL ENGINEER RCE 20647 "5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 08/14/00 CANTILEVERED RETAINING 1VALL DESIGN klock8mf 1500 PSF SOILS "ALL S FOOTING DATA - _ VERTICAL LOADS Retained Height 8.00 fC Axial DL on Stem = 0 plf Wall Ht. above Soil 0.50 ft Axial Dt. on Stem = 0 plf Toe 'Width = 1.50 ft ....Eccentricity = 0.00 in Heol Width = 3.00 ft. Surcharge over Toa = 50.0 psf Total Fooling Width = 4.50 ft Surcharge over Hail = 0.0 psf Footino Thickness = 12.00 in 4ot.e: Toe Surcharge Resist: Overturning Key Depth = 12.00 in = 0.0 :1 Vert. Position of Ftg. ------_-- LATERAL LOADS Lateral Load Acting en Stem Ati'J'Ie SOi1 - Add'l Lateral load Dist to Load Start = Dist to Loa; End = Key Width = 12.00 in _--- SOIL DATA ._--_ -- - ADJACENT FOOTIIN Toe to Key Dist. = 1.67 ft Allowable Bearing = 1500 psf Vertical Load = SLIDING CHECK _ _._ Lateral 30.0 pcf Load Eccentricity Ftg/Soil Friction = 0.35 .Active .....Max Press. 0.0 pcf Footing Width Soil to Hacllect - 0.00 in .....Slop, Press. 0.0 pcf Ftg. CL to Wall = Lateral Pressure = 1200 # Baci;fill Slope = 0.0 :1 Vert. Position of Ftg. Pas_ive Pressure 750 # Passive Press. = 250.0 pcf ... Above/Below:[+/-) - Friction 1148 # Soil D ,s-ity = 100.0 pcf Spread Footing "? Add']. Force Regjired = 0.0 It Soil Ht over Tap = 0.00 in _ - SUIMARY _ _.._-___-. FOOTIid6 DESIGN - Pressure a Toe 1.326.7 psf Soil Press. Mult. Toe Heel V c Pressure @ Heal 131.6 psf By ACI Eq 9-1 = 1957 184 psf Fy = Allowable Press. 1500 psf Mu -Upward = 1500 864 ft -it Hin. As Percent = Ecc, of resultant = 7.38 in ":u -Dow ;wa rd = 315 2660 ft-# Omit SP Under ileal ? Max. Shear @ Toe = 11.10 psi M.e-Oasign = 1565 -1796 ft -4 -_-.-.___-- Toe Heal Max. Shear @ Heel = -9.76 psi Ona -Way Shear: 4 4 @ 16.81. 15.04 Alla.. Ftg Shear = 85.00 psi Actual 11.1 9.8 psi # 5 @ 26.0 23.31 Factors of Safety: Allowable 85.0 85.0 p i It @ 36.97 3-33.08 Overturning = 2.48 :1 Cover o•, it Rebar = 3.50 2.50 in P. 7 @ 48.00 45.ii Sliding = 1.53 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 Rt: = 11u,/i:d^2 24.1 22.1 psi # 9 @ 48).00 408.00 3333-- - -- - SUHifAR'f OF FO,CrS & ND EHTS - - - __ Over no, Nc ents 33.33 _... - Resisting Haaents --- Origin of Force... n ft ft -9 0 ft ft-# Active Soil Press. = 1215.0 3.00 3645.0 0 0 0 Soil over Haal 0 0 0 1600.0 3.50 5600.0 Soii over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 .Sloped Soil @ Heol = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharg: over Tee = -15.0 0.50 -7.5 75,0 0.75 56.3 Axial Load on 'Wa11 0 0 0 0.0 0.00 0.0 Load @ Proj. Wall = 0.0 0.00 0,0 0 0 0 Averaged Stern W's. = 0 0 0 781.1 1.92 1497.7 Added Lateral Load 0.0 0.00 0.0 0 0 0 Footing Weight = 0 n 0 675.0 2.25 1518.7 Key Weight 0 0 0 150.0 2.17 325.5 Vertical Component of Activ PrEssure 0 0 0 0.0 0.00 0.0 Totals = 1185.0 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure REm-1-ved) 3632.5 ft-# 3281.1 1t 3231.1 # rage. t '� 0.00 psf 0.00 plf 0.00 ft 0.00 ft 0.0 It 0.00 in 0.00 f t 0.00 ft 0.0 ft I!o 25,0 psi 40000 psi 0.0014 No ire 0/C in O/C in 0/.-- i n /Cin o/c in o/C In o/c 8998.2 ft-# 8998.2 ft -4 (continued OR next payE.... MICHAEL P-10ONEY CIVIL ENGINEER RCE 20647 5A N1ADRONE 'AVE OROV I LLE, CA 95966 ,530-533-2131 CANTILEVERED RETAINING WALL DESIGN klock8mf 1500 PSF SOILS (.....continued) STEN SUHHARY - Top Stem: From 6.00 ft to Top of Wall 8.00in Masonry w/ # 5 @ 1E.00in, d: 3.75: f'm: 1500.Opsi, Fs= 20000.Opsi LDF: 1.00, n: 25.78 Solid Grouted, Mo Spec. Insp. Wall Wt.: 75.00psf, Bar Embed: 12.0in Mactual : 40.0 <: 603.1ft-1, r Vactual : 0.66 <: 19.36psi Interaction Value : 0.066 Second Sten From 4.00ft to 6.00ft 8.00in Masonry w/ It 5 @ 16AOin, d: 3.75 f'm: 1500.Opsi, Fs= 20000.Opsi LDF: 1.00, n: 25.78 Solid Grouted „ No Spec. Insp. Wall Wt.: 75.00psf, Bar Embed: 12.0in Mactual : 320.0 <: 603.Ift1 Vactual : 2.63 <: 19.36psi Interaction Value : 0.531 Third Sten From 3.34ft to 4.00ft 8.00in Masonry w/ # 5 @ 16.00in, d: 3.15 V m: 1500.Opsi, Fs: 20000.Ofi�i LDF: 1.00, n: 25.78 Solid Crouted„ No Spec. Insp, Wall Wt.: 75.00psf, Bar Embed: 13.6in Mactual : 506.0 <: 603.lft-# Vactual : 3.57 <: 19.36psi Interaction Value : 0.839 Date_ 08/14/00 -- - Page: Fourth Ste@ From 3.33ft. to 3.34ft 12.00in Masonry w/ # 5 @ 16.00in, d: 9.00in f'm: 1500.Opsi, Fs: 20000.0psi OF: 1.00, n-- 25.78 Solid Grouted „ No Spec. Insp. Wall Wt.: 1J.8.0Opsf, Bar Embed: 12.0in• Mactual- : 509.2 <: 2563.Oft-0. Vactual : 2.35 <: 19.36psi Interaction Value : 0.199 Bottos Stem From O.00ft to 3.33ft 12.00in Masonry w/ # 5 @ 16.00in, d: 9.00in f'n: 1500.Opsi, Fs: 20000.Opsi LDF: 1.00, n: 25.78 Solid Grouted „ No Sp -c. Insp. Wall Wt.: 118.00psf, Bar Embed: 6.Oin Mactual : 2560.0 <: 2563.Oft-# Vactual : 6.90 <: 19.36psi Interaction Value : 0.999 V4 ACA c 1983-96 EIIEP,CALC MICHAEL MOOHEY, RTu fTff r RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEO US ONLY Owner: __- �® /� Building Permit Number: Plans Examiner: A. P. Number: • G RAL: .. - •........ _ Zoning requirements — (number of permitted living units). Building permit valuation Plans signed by the designer. roper description of work_ on the application. xisting violations on the' property. . Recorded notice of.violation. PLOT gLAN: :N I +�-�mI � mplete parcel size and dimensions. Setbacks, side yard, easements, btc. / Other buildings or structures. Grading, fills and/or drainage. Flood hazard ? Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).. , _ FAU & FAS road setback. ~Building or utilities across lot lines (record form). R PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building ode section 106.3.3). o of natural light and 5% of ventilation (Uniform Building Code section 1203). gess windows (Uniform Building Code section 310.4). S lights (Uniform Building Code section 2409 & 2603.7). azing in Hazardous locations (Uniform Building Code section 2406). e4uired room sizes and ceiling heights (Uniform Building Code section 310.6). CI in baths, garage, kitchen, wet bai, and exterior receptacles (NEC 210). ohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment -(Uniform Mechanical Code 304.5). e firewall separation - required on garage side including�supporting walls -and posts (Uniform ding Code section 302.4 exception #3). _ W od stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). S ke detectors (Uniform Building Code section 310.9.1). er closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). tandard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). Clerestory requiring balloon framing and/or engineering. story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. it construction details and calculations if necessary. Garage door header size(s). Porch header size(s). tud heights. xpansive soil — special foundation design required. g walls requiring design. S ial Inspection requirements. eader sizes.. . Gypsum wallboard nailing inspection required. ELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section drails (Uniform Building Code section 509). .. Brick or stone veneer (Uniform Building Code section 1403). riot plaster— weep screeds (Uniform Building Code section 2506.5). ...fpitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). -oof covering type= (fire. hiiard). Foam insulation - protection. halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three —story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. ound requirements. ` - Energy design compliance and supporting documentation. Flashing at all exterior openings. CDF responsible area requirements. uilding Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 ock RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM N RESPONSE BY: I p- L I 1 ' _ t /` I < LOCATION ON PLANS/CALCS: �a1 h d G 7� I r, I PLAN CHECK ITEM2 RESPONSE BY: p -D I VK LOCATION ON PLANS/CALCS: F-1 ocs I COMMENTS: $ a . PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN. RE VIEWRESPONSE FORM In order to e.cpcdite die review of Y 56LPIaru, please complete the following info and return this form Aith your r; -submittal. Ns form is not complete, as to alt Wtion items, tine will not be able to acceptre-submittal for re,,iew. 'There must be a val sp reonse to, every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc, response td each item and the location where the information can be found on the plancicalcs. ATTACH IMS FORM TO A COPY OF YOUR PLAN RMEW LETTER AND RETURN WrTH REVISED AND ORIGINAL PIANS, OVVNERS NAME DATE; lASSESSO//R��S PPARCEELLNNUhhi3cR— (� PERM!T NUMBER RESPONSE FOR PLAN CHECKLETTER DATED: — PLAN CHECK rTEM # RESPONSE BY: ?. LOCATION ON PLANS/CALCS: COMhfENTS: PLAN CHECK ITEM # RESPONSE BY: _ LOCATION ON PLANS/CALCS: CO?A7M NTS: /``�— PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 11- PLAN CHECK ITEM # ---- RESPONSE BY: LOCATION ON PLANS/CALCS: — i COMMENTS PLAN CHECK ITEM # R�E�S/TIO PONSE ,BY: LOCAN ON PLANS/CA: �LCS- rCOMMENTS: 1 «5c' 8r SOec �f`t YJCv n�l� S?] Z c 1 YV SZ t �+•�.�rvn rv+t i.n CVr, Lt I Ith UAI LJ. PLAN CHECKJTEM # RESPONSE BY: LOCATION ON PLANS,CALCS: vl-�� • ^OQ%lENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSlCALCS: KAVer j lb COMMENTS: V U �C 6ZAVALNV o Rk PLAN CHEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS. August 9, 2000 Better Builders 5263 Royal Oaks Drive Oroville, CA 95965 Department of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-1488 Assessor's Parcel Number: 069-580-049 Services This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: y,1! Please show all engineering on the plans as specified in the structural calculations. Key all details to the plans. Some of the details indicated on the plans are either not keyed to the plans or are keyed incorrectly. ',;k The plans show no. 6 interior shear walls are to be installed along wall lines C, B, G and H. Show lengths of these walls on the plans. No length is provided for these walls in either the calculations or on the plans. The structural calculations indicate that there are to be braced O walls at these locations. Please clarify. If they are to be shear walls then provide shear transfer details of the roof connection. Provide no. 7 shear wall description in the shear wall schedule on the plans. The plans and 1` calculations indicate that no. 7 shear walls are to be installed along wall lines E and F. I dicate the req 9 required shear wall anchorage to, -the floor as specified in the structural calculations. Show on the plans the anchor bolt spacing along wall line 5 of the garage as specified in the calculations. . how shear wall connection to drag -truss A3D and indicate A35 spacing as specified in the structural calculations. 8. Provide no. 3 shear wall along wall line J as specified in the structural calculations. The plans indicate a no. 2 shear wall. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Linda Simpson on July 26, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc:. Michaei Mooney August 16, 2000 Better Builders 5263 Royal Oaks Drive Oroville, CA 95965 epartment of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-580-049 Building Permit Number: 00-1488 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Per the SRA requirements, you cannot have any glass doors on the sides of your house that are less than 15 feet from the property lines. You show glass doors in the master bedroom and living room. Please revise the plans. 2. Per the SRA requirements, three -coat stucco is required. Blue board is not allowed in this case, so I crossed it off of the plans. 3. The stairway configuration has changed on your resubmittal. Please change the floor framing plan and the foundation plan to reflect this change. Your plans will be put in the Plan Check Engineer's line-up for structural review. He may have additional items to correct. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Impact fees r I / r • • If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 3' WN REVIEW RESPONSEOORM In ordero expedite the review of your plans, please complete the following information and return this form with your re -submittal i this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. "By other is not considered a valid response. Please indicate yot response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGmiki as ..,� OWNERS NAME GATE: G t� -Mmv4le klockee- ASSESSOFftPARCEL NUMBER PERMIT NUMBER 60-5S6-0 --6 ob-I S% RESPONSE FOR PLAN CHECK LETTER UATEU: IM PLAN CHECK ITEM 0 I RESPONSE BY: DD LOCATION ON PLANS/CALCS: COMMENT tj 1✓ ,e 4ve loc7r PLAN CHECK -* � ITEM # - RESPONSE BY: ID O LOCATION ON PLANS/CALCS: COMMENTS: 5q61hed fw 'fe-ry►14[ 4 SGIWL lMa.ti (J4 �1 CHECK ITEM # RESPONSE BY: 3 Db LENTS: C,n n Al A .1 O PLAN CHECK ITEM # 5- 5),.4 -k TION ON N ON PLANS/CALCS: Z P REVIEW RESPONSEkPRM In order ra ;xpedite the review of yourpans,N please Complete the following information return this form with your re.sub this form is not Complete, as to all Con=tion items, we wnot be able to accept your re -submittal for review. 'There must be av ill a, response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo response to each item and the location where the information can be found on the planstcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL pLANS. OWNERS NAME DATE: Aj �'//— D J - ---------- ASSESSORS PARCEL NUMBER PERMIT NUMBER 00— Sa - RESPONSE FOR P N C, ECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: sA e.-4 7 COMMENTS: /01 frr6v- l lsraohm • I r PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: M# PLAN CHECK ITEM # �w+ 2 �l COMMENTS: P ESPONSE BY: ,TD LOCATION ON PLANS/CALCS: ,5� 3 .7 1-vnp4 pots CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALC DD A6 tg-ta;mff - AFNTS• IAA_._ 1-/- li/ . J _ 1 1 a /-) - / /I - '1/ •1 I PIN REVIEW RESPONSE RM In^-borderexpedite the review of your p please complete the following information d return this form with your re-submi this form is not complete, as to all correction items, we will not be able to t our re -submittal for review. P �P Y Terre must be a va. response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN MATH REVISED AND ORIGINAL PLANS. rA Al 1 eeleir S -I l -a o ASSESSORS PARCEL NUMBER PERMIT NUMBER 69- 5-86-oyj 1 66-ttAM RESPONSE FOR PLAN CHECK LEI 1 EK UA I EU: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: CHECK ITE PLAN CHECK ITEM t/ CHECK COMMENTS: CHECK ITEM # RESPONSE BY: RESPONSE BY: BY: RESPONSE BY: LOCATION ON P ON PLANS/CALCS: ON ON PLANS/CALCS: C July 26, 2000 Better Builders 5263 Royal Oaks Drive Oroville, CA 95965 Department of Develo fent Services p p, Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-580-049 Building Permit Number: 00-1488 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: .-l"Please show on your plans how you intend to completely separate the upstairs living area from the downstairs garage. You will need a fire door at the stairway. e Please apply for a permit for the retaining wall and get approval from Planning to have it in the setbacks. ,od"'Ple se indicate on the plans how you will comply with SRA requirements for less than 15 et setback. You need to choose 3 items. Please have header sizes put on the plans, and have Mike Mooney calculate them for roof, wall, and floor loads along with any point loads from girder trusses. how second floor framing details around the stairway. boa Provide a detail of how you will pocket your roll up door in the floor system. If you are cutting or notching joists, provide calculations that they will work. How will you frame the sec(and floor at the stairway? Show this on the plans. Your plans will be put in the Plan Check Engineer's line-up for structural review. He may have additional items to correct. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. T. Impact fees 2. Recorded Ag Statement 3. Address If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the�hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely,• Linda Simpson Plans Examiner 2 Ute. ftTT, %Cf �c��2 /�rrm22 ii oUI IE t -u iSUILD4NG' nEPS - ADDPC) MICHAEL MOONEY • CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN TALL & FOOTING DATA Retained Height - Wall Ht. above Soil - Toe Width - Heel Width - Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. - SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect - Lateral Pressure - - Passive Pressure - - Friction - Add'1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. - Ecc. of resultant = Max. Shear @ Toe - Max. Shear @ Heel - Allow. Ftg Shear' - Factors of.Safety: Overturning Sliding Origin of Force... Active Soil Press: . Soil over'Heel - Soil -over Toe Sloped Soil @ Heel. Adjacent Ftg. load - Surcharge Over Heel - surcharge over Toe - Axial Load on.Wall - Load @ Proj. Wall. - Averaged.Stem Wts. Added Lateral Load - Footing Weight Key- Weight: - Vertical'Componento of Active'Pressur-e 4.00 ft 0.50 ft 1.00 ft 1.50 ft 2.50 ft 12.00 in 0.00 in 0.00 in 0.00 ft 0.35 0.00 in 413 # 239 # 582 # 0.0 # Date: 06/22/00 VERTICAL LOADS Axial DL on Stem - 300 plf Axial DL on Stem - 850 plf ....Eccentricity - 0.00 in Surcharge over Toe = 50.0 psf Surcharge over Heel - 0.0 psf Note: Toe Surcharge Resists Overturning ;t SOIL DATA . Allowable Bearing - Active Lateral .....Max Press. .....Slope Press. - Backfill Slope = Passive Press. - Soil Density = Soil Ht over Toe - 1368.2 psf Soil Press. Mult. Toe 528.4 psf . By ACI Eq 9-1 = 2063 1500 psf Mu -Upward - 947 2.21 in Mu -Downward - 140 4.53 psi Mu -Design = 807 -0.05 psi One -Way Shear:. 0 85.00 psi Actual - 4.5 0.0 0.00 Allowable = 85.0 3.44 :1 Cover over Rebar = 3.31 1.99 :1 T. = 8.69 -13.6 0.50 Ru = Mu/bd'2 - 11.9 0.50 25.0 SUMMARY OF FORCES & MOMENTS - Overturning. Moments 300.0 # 375.0 ft ft-# LATERAL LOADS Lateral load Acting on Stem Above Soil - Add'1 Lateral load : Dist to Load Start - Dist to Load End : ADJACENT FOOTING 1500 psf Vertical Load 30.0 pcf Load Eccentricity - 0.0 pcf Footing Width 0.0 pcf Ftg. CL to Wall : 3.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below:[+/-] _ 110.0 pcf Spread Footing ? 0.00 in FOOTING DESIGN Heel V c - 797 psf Fy : 483 ft-# Min. As Percent = 672 ft-# Omit SP Under Heel ? -189 ft-# Toe Heel # 4 @ 16.44 14.65 0.0 psi # 5 @ 25.48 22.71 85.0 psi # 6 @ 36:17 32.23 2.25 in # 7 @ 48.00 43.96 9.75 in # 8 @ 48.00 48.00 2.2 psi # 9 @ 48.00 48.00 Resisting Moments # ft r, ft -1 426;7 1.78 758.5 0 0' 0 0 0 0 440:0 2.00 880.0 -15.0 0.33 -5.0 0.0 0.00 0.0 0' 0 0 18.3 2.17 39.7 0.0 0.00 0.0 0.0 0.00, 0.0 0 0 0 0.0 0.00 0.0 -13.6 0.50 -6.8 50.0 0.50 25.0 0 0 0 300.0 1:25 375.0 0.0 0.00 0.0 0 0 0 0 0 0 337:5 1.25 421.9 0.0 0.00 0.0 0 0 0 0 0 0 375.0 1.25 468.7 0 0 0 0.0 0.00 0.0 0 Totals; - " 398.0 # Resisting Totals,Used For:Soil Pressure (Vert. Component;of. ActiveiP'ressure.Removed) Page: 0.00 psf 0.00 plf 0.00 ft 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No in o/c in o/c in o/c in o/c in o/c in o/c 0 0 142.2 2:50 355.6 746:7 ft;#' 1663"Pt 2565.9 ft-# 1520.:8 #; 2210.3 ft-# (continued on next page..-.. CIVIL ENGINEER RCE 20647 5A MADRONE AVE . 'OROVI LLE, CA 95966 530-533-2131 CANTILEVERED RETAINING -WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 6.00in Concrete w/ # 4 @ 18.00in,•d: 3. V c: 3000.Opsi, Fy: 60000.Opsi Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mu : 0.0 <: Mn : 1721.3ft-# Vu : 0.00 <: Vn : 93.11psi Interaction Value : 0.000 Second Stem From 3.00ft to 4.00ft 6.00in Concrete w/ # 4 @ 18.00in, d: 3. V c: 3000.Opsi, Fy: 60000.Opsi Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mu : 8.5 <: Mn : 1721.3ft-# . Vu : 0.40 <: Vn : 93.11psi Interaction Value : 0.005 Third Stec From 2.00ft to 3.00ft 6.00in Concrete a/ # 4 @ 18.00in, d: 3. V c= 3000.Opsi, Fy: 60000.Opsi . Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mu : 68.0 <: Mn : 1721.3ft-# Vu : 2.17 (: Vn : 93.11psi Interaction Value : 0.040 Fourth.Ste® From 1.00ft to 2.00ft 6.00in Concrete w/ # 4 @ 18.00in, d: 3. V c: 3000 Opsi Fy: 60000 Opsi Date: 06/22/00 Page: I Xi 3.00 r 1 • �. A 6. X. 6 61' CON[. a )0"4o 16" Ver L 5 IS"Horiz ' 2 . il HEEL (top); ih TOE (bot) : a 711111111110bc. m f- 2 V '1' Nin 4 HORIY. AS SHOWN 3 )Oi Lis- Wall'Wt.: 75.00psf, Bar Embed:-12.Oin 'Mu.: 229.5 <: Mn : 172L 3ft-# Vu : 5.36 <: Vn.: 93.11psi- Interaction Value : 0.133 Batton Stec From O.00ft'to 1.00ft 6:00in,Concrete w/'# 4 @ 18.00in,'d- 3.00in V c: 3000.0psi, Fy: ,60000.Opsi Wall Wt.: 75.000sf, Bar Embed: 6.Oin Mu : 544.0 <: Mn : 1721:3fi-# Vu : 9.96 (: Vn : 93:11psi Interaction Value : 0.316 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE. OROVILLE, CA 95966 530-533-2131 Date: 06/22/00 Page: RESTRAINED RETAINING WALL DESIGN NALL DATA FOOTING DATA SOIL DATA Retained Soil Ht. - 4.00 ft Footing Thickness - 12.00 in Allow. Soil Bearing = 1500 psf Toe Width - 0.50 ft Active Fluid Press = 30 pcf Ht. Above Top Support = 0.83 ft Heel Width = 1.00 ft Design Fluid Press = 30.00 pcf Dist: Ftg. To Top Support 4.17 ft Total Footing Width - 1.50 ft Backfill Slope : 0.00 :1 Total Wall Height __370-M . Passive Lateral = 250.0 psf Fixity @ Base of Wall = 0 % Key Depth - 0.00 in' Soil Density - 110.0 pcf VERTICAL LOADS Key Width - 0.00 in Soil Ht Over Toe - 0.00 in Axial DL on Stem - 324.0 plf Key Dist. to Toe = 0.00 ft Axial LL on Stem - 200.0 plf SUMMARY ....Eccentricity - 0.00 in Pressure @ Toe = 1339.1 psf Ecc. of Resultant - 1.39 in Surcharge over Toe - 0.0 psf Pressure @ Heel = 492.9 psf Kern Distance - 3.00 in Surcharge over Heel = 100.0 psf Allowable Press. - 1500.0 psf Footing One -Way Shear: LATERAL LOADS Sliding F.O.S. - 1.65 :1 @ Toe = 0.00 psi Lateral Load Acting on @ Heel - 0.00 psi Stem above soil = 0.0 psf Restraint Force Req'd Allowable Shear - 85.0 psi Add'l Lateral Load - 0.0 plf at Top of Wall = 129.1 # Footing Overturning ....Top Ftg to load start 0.00 ft Additional Restraint Stability Ratio - 3.97 :1 ....Top Ftg to load start 0.00 ft •Req'd at'Bottom - 0.0 # SLIDING CHECK !,BASE FOOTING DESIGN Soil Press. Mult. Toe Heel f'c = 2500 psi Ftg/Soil Friction = 0.350 by ACI 9-1 = 1933 712 psf Fy - 40000 psi Soil to Neglect - 0.00 in Mu - Upward = 225 106 ft -4 Min. Asteel % - 0.0014 % Factor of Safety - 1.65 :1 Mu - Downward = 26 121 ft-# Lateral Pressure - 367.3 # Mu - Design = 198 -15 ft -4 Rebar Choices - Passive Pressure - 125.0 # One -Way Shear: Toe Heel - Friction Pressure = 480.9 # Actual = 0.0 0.0 psi #4 @ 16.33 16:33 in Addn'1 Force Req'd - 0.0 # All60.85 = 85.0 85.0 psi #5 @ 25.31 25.31 in Cover over Rebar = 3.25 3.25 in 16 @ 35.92 35.92 in Ru = Mu/W = 3 0 psi #7 @ 48.00 48.00 in As.Req'd : 0.15 .0.15 int #8'@ 48.00 48.00 in 09 @ 48.00 48.00 in. STEM DESIGN DATA STEM SECTION DESIGNS Stem Material :Concrete NOTE !! Maximum Moment 'Occurs at 1.84 ft above Top of Footing f'c - 2500 psi. Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom Fy - 40000 psi OK OK OK OK OK Rebar Cover = 3:00 in, Dist., above,Ftg 4.17 3.34 2.50 1.67 0.83 0:00 ft Wall Thickness - 6.00 in, Bar Size;4.00 4.00 4.00 4.00 4.00 4:00 Rebar,.Spacing 18.0 18.0 18.0 18.0 18.0 18.0 in Rebar1ocation, Center Center Center Center Center Center Rebar''d,' Dist. 3:00 3.00 3.00 3.00 3.00 3.00 in Tension Face Front Front Front Front Front Front Moments:, Actual 0 168 285 315 231 0 ft-# Allowable 1158 1158 1158 1158 1158 1158 ft -1 Shears: Actual 0.0 5.0 2.6 0.8 5.0 10.4 # Allowable 85.0 85.0 85.0 85.0 85.0 85.0 # Wa11.:Weight' 72.50. 72.50 72.50 72.50 72.50 72.50 psf VA dCl (rl 1993-9A FURCAI C MTPHAN MMWCv vi-AAAR74 MICHAEL MOONE_Y CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 06/22/00 Page: RESTRAINED RETAINING WALL DESIGN 6" CONC. -� & 40 18.00'Ton Support * 4 0 18.00" 0 4 : 4 Ob 18.00" 5 6" o � b 4@ 18.00" M £^ 4 @ 18.00' ' F HEEL (top) : #.-a- m TOE (bot) : 5 p " O.C. 4HORIZ. AS SHOWN i MICHAEL MOONEY CIVIL -ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 06/22/00 Page: CANTILEVERED RETAINING WALL DESIGN I %") , I� W-va MALL E FOOTING DATA = 1550.9 psf Retained Height - 6.00 ft Wall Ht. above Soil - 0.50 ft Toe Width = 1.33 ft Heel Width - 2.00 ft Total Footing Width - 3.33 ft Footing Thickness = 12.00 in Key Depth - 10.00 in Key Width - 12.00 in Toe to Key Dist. = 1.42 ft SLIDING CHECK 0.0 psf Ftg/Soil Friction - 0.35 ft, Soil to Neglect - 0.00 -in Lateral Pressure = 735 # - Passive Pressure - 420 # - Friction - 956 # Add'l Force Required - 0.0 # SUMMARY psi 670 VERTICAL LOADS = 1550.9 psf LATERAL LOADS Toe Pressure @ Heel Axial DL on Stem - 630 plf Lateral load Acting on Allowable Press. - 1500 Axial Dl on Stem = 620 plf Stem.Above Soil - 0.00 psf ....Eccentricity = 0.60 in Add'1 Lateral load - 0.00 plf Surcharge over Toe = 0.0 psf Dist to load Start - 0.00 ft Surcharge over Heel - 0.0 psf Dist to Load End - 0.00 ft, SOIL DATA Allowable Bearing = Active lateral - .....Max Press. = .Slope Press. - Backfill Slope. - Passive Press. - Soil Density - Soil Ht over Toe = Pressure @ Toe = 1550.9 psf Soil Press.'Mult. Toe Pressure @ Heel = 460.6 psf By ACI Eq 9-1 = 2257 Allowable Press. - 1500 psf Mu -Upward - 1818 Ecc, of resultant = 3.61 in Mu -Downward = .187 Max. Shear @ Toe - 11.11 psi Mu -Design - 1632 Max. Shear @ Heel - -1.76 psi One-Way,Shear: 0 Allow. Ftg Shear = 85.00 psi Actual - 11.1 Factors of Safety: pcf Spread Footing ? Allowable: : 85.0 Overturning - 3.10 :1 Cover. over Rebar - 3.31 Sliding. - 1.87 :1 'd' = 8.69 Origin -of Force... Ru = Mu/bd"2 - 24.0 SUMMARY OF FORCES & MOMENTS Overturning Moients # - ft ft -1 Active Soil,Press. - 735.0 Soil over Heel 0 Soil over Toe. - -15_:0 Sloped Soil @ Heel - 0 Adjacent Ftg. Load = 0:0 Surcharge Over Heel - 0 Surcharge over Toe - 0.0 Axial Load on Wall - 0 Load @ Proj. Wall = OA Averaged Stem Wts. 0, Addd Lateral load - 0:0 footing Weight - 0 Key,Weight• = 0. Vertical Component Vert. Position of Ftg. of,Active PressuFe, 0 Totals 720:01 . 2.33 0 0.33 0. 0.00` 0 0.00 0 COO O, 0:00, 0 0' 0; 1715.0 0 -5.0 0 0.0 0 0.0 32 0.0 0 0.0 0 0 0. 1741.5'ft-# -254 ft-# ADJACENT FOOTING 990.0 Toe 1500 psf Vertical load = 0.0 # 30.0 pcf load Eccentricity = 0.00 in 0.0 pcf Footing Width - 0.00 ft 0.0 pcfFtg. CL to Wall = 0.00 ft 0.0 :1 , Vert. Position of Ftg. 36.17 32.23 250.0 pcf ...Above/Below:[+/-) - 0.0 ft 110.0 pcf Spread Footing ? No o/c 0.00 in # 8 @ 48.00 - FOOTING DESIGN in o/c Heel psi V c = 2500 psi 670 psf Fy = 40000 psi 1022 ft-# Min. As Percent = 0.0014 1276 ft-# Omit SP Under Heel ? No -254 ft-# 0 990.0 Toe Heel 0.0 0.00 0.0 0.0 # 4 @ 16.44 14.65 in o/c 1.8 psi # 5 @ 25.48 22.71 in o/c 85.0 psi # 6 @ 36.17 32.23 in o/c 2.25 in # 7 @ 48.06 43.96 in o/c 9.75 in # 8 @ 48.00 48.00 in o/c 3.0 psi # 9 @ 48.00 48.00 in o/c Resisting Mosents # ft ft -4 0 0 0 990.0 2.58 2557.5 0.0 0.00 0.0 0.0 0:00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 630.0 1.58 997.5 0 0 .0 487.5 1.58 771.9 0 0 0 500.0 1.67 833.3 125.0 1.92 239.6 f 0.0 0.00_ 2732.5"# Resisting Totals,Used For Soil`Pressure 2732.5 # (Vert. Component,of Active PFessure Removed) 0.0 5399.8,ft-# 5399.8 ft-;# (continued on next page.... CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 6.00 ft to Top of Wall 6.00in Concrete w/ # 5 @ 16.00in, d: 3. V c: 2500.Opsi, Fy: 40000.Opsi Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mu : 96.8 <: Mn : 1964.9ft-# Vu : 0.00 <: Vn : 85.00psi Interaction Value : 0.049 - Second Stem From 4.00ft to 6.00ft 6.00in Concreta w/.# 5 @ 16.00in, d: 3. V c: 2500.Opsi, Fy: 40000.Opsi Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mu : 164.8 <: Mn : 1964.9ft-# Vu : 2.17 <: Vn : 85.00psi Interaction Value : 0.084 Third Stem From 2.00ft to 4.00ft 6.00in Concrete w/ # 5 @ 16.00in, d: 3. V c: 2500.Opsi, Fy: 4000C.Opsi Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mu : 640.8 <: Mn `- 1964.9ft-# Vu : 9.96 <: Vn : 85.00psi Intoraction Value : 0.326 Fourth Stem From 1.00ft•to 2.00ft 6.00in Concrete w/ # 5 @ 16:00in, d: 3. V c:•2500.Opsi', Fy: 40000.Opai Date: 06/22/00 Page M OOi n 00 - to 4 b� 4 6" CONC. A �; b ! 5 16" Vert L ��. .3"a 70 4+16"Horn OOi _ � o HEEL (top) : 5 c- ' ox. TOE (bot) : a' 50 ' o.c. ^+ • 4 HOP.IY. AS 8HOWN •- 6 Of 4' 001 1- 6 6, 4" ,. 00116 - Wall Wt.: 75.00psf,,Bar Embed: 12.Oin Mu : 1159.3 r- Mn : 1964.9ft-4 Vu�: 15.98 r Vn : 85.00psi Interaction'Value : 0.590 Bottom Stem From O.00ft to 1:OOft 6.00in Concrete w/ A 5:@.16:00in',,d: 3.00in V c: 2500.Opsi, Fy:.40000:0psi Wall Wt.: 75.000sf, Bar Embed: 10.3in Mu : 1932.8 <: Mn ::1964.9ft'# Vu : 23.42 <: Vn : 85.,00psi Interaction' Value : 0.984' MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 - CANTILEVERED RETAINING WALL DESI A 4^ VERTICAL LOADS Axial DL on Stem - Axial DL on Stem ....Eccentricity - Surcharge over Toe - Surcharge over Neel - BALL 3 FOOTING DATA Retained Height - Wall Ht. above Soil . Toe Width = Heel Width - Total Footing Width Footing Thickness Key Depth = Key Width = Toe to Key Dist. = SLIDING CHECK - Ftg/Soil Friction Soil to Neglect = Lateral Pressure - - Passive Pressure = - Friction - Add'1 Force Required - SUMMARY Pressure @ Toe = Pressure @ Heel - Allowable Press. Ecc. of resultant Max. Shear @ Toe' - Max. Shear @ Heel = Allow. Ftg Shear - Factors of Safety: Overturning - 81iding - Origin of Force... 7.00 ft 0.50 ft 1.75 ft 2.42 ft 4.17 ft 12.00 in 10.00 in 12.00 in 1.42 ft 0.35 0.00 in 960 # 420 # 1197 # 0.0 # SOIL DATA Allowable Bearing = Active Lateral = .....Max Press. - .. .Slope Press. - Backfill Slope - Passive Press. Soil Density Soil Ht over Toe - 1369.6 psf Soil Press. Mult. Toe 568.8 psf By ACI Eq 9-1 = 1980 1500 psf Mu -Upward - 2784 3.45 in Mu -Downward - 322 16.01 psi Mu -Design .- 2463 -2.95 psi One -Way Shear: plf 85.00 psi Actual = 16.0 ft 0:0 Allowable = 85.0 3.35 :1 Cover over Rebar = 3.31 1.69 :1 'd' - 8.69 48.00 48.00 Ru = Mu/bd"2 36.2 6.2 psi- %SUMMARY OF FORCES i MOMENTS Overturning Moments 48.00 # o/c ft ft-# Date: 06/22/00 Lit Page: 01 ADJACENT FOOTING 1500 psf Vertical load - 30.0 pcf Load Eccentricity - O.O.pcf Footing Width - 0.0 pcf . Ftg. CL to Wall - 0.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below:[+/-] _ 110.0 pcf Spread Footing ? 0.00 in - FOOTING DESIGN Neel V c 822 psf Fy - 1844 ft -1 Min. As Percent 2374 ft -1 Omit SP Under Heel ? -531 ft -4 Toe Neel 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 960.0 LATERAL LOADS 4 @ 16.44. 630 plf lateral Load Acting on 3.0 psi 620 plf . Stem.Above Soil - 0.00 psf 0.60 in Add'1 Lateral Load - .0.00 plf 0.0 psf Dist to. Load Start - 0.00 ft 0:0 psf . Dist to Load End - 0.00 ft ADJACENT FOOTING 1500 psf Vertical load - 30.0 pcf Load Eccentricity - O.O.pcf Footing Width - 0.0 pcf . Ftg. CL to Wall - 0.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below:[+/-] _ 110.0 pcf Spread Footing ? 0.00 in - FOOTING DESIGN Neel V c 822 psf Fy - 1844 ft -1 Min. As Percent 2374 ft -1 Omit SP Under Heel ? -531 ft -4 Toe Neel 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No Resisting Mosents # ft ft-# Active Soil Press. - 960.0 # 4 @ 16.44. 14.65 in o/c 3.0 psi # 5 @ 25.48 22.71 in o/c 85.0 psi # 6 @ 36.17 32.23 in o/c 2.25 in # 7 @ 48.00 43.96 in o/c 9.75 in # 8 @ 48.00 48.00 in o/c 6.2 psi- # 9 @ 48.00 48.00 in o/c Resisting Mosents # ft ft-# Active Soil Press. - 960.0 2.61 2560.0 0 0 0 Soil over Heel - 0 0 0 1478.4 3.21 4745.7 Soil over Toe - -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load _ - 0.0 0.00 0:0 0.0 0.00 0.0 Surcharge'Over Heel - 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load an Wall - 0 0 32 630.0 2.00 1260.0 Load @ Pro;. Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem,Wts. = 0 0 , .0 562.5 2.00 1125.0 Added Lateral load = 0.0 . 0.00 0.0 0 0 0 Footing -Weight = 0 0 _ 0 625.5 2.09 1304.2 Key Weight - 0 0 0 125.0 1.92 239.6 Vertical Component of Active PressuFe 0 0 0 0.0 0.00 0.0 Totals - 945.0 # 2586.5.ft7# 3421.4 # 8674.4 -ft-,# Resisting,Totals Used For Soil Pressure - 3421.4 # 8674.4 ft-# (Vert. Component of Active Pressure 'Removed) (continued on next page.... CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 06/22/00 Page: oV CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMFIARY Top Stem: From 6.00 ft to Top of Wall 6.00in Concrete w/ # 5 @ 16.00in, d: 3.00 V c: 2500.Opsi, Fy: 40000.Opsi Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mu : 105.3 <: Mn : 1964.9ft-# Vu : 0.40 <: Vn : 85.00psi Interaction Value : 0.054 Second Stec From 4.00ft to 6.00ft ae 6.00in Concrete w/ # 5 @ 16.00in, d: 3.00 V c: 2500.0psi, Fy: 40000.Opsi Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mu : 326.3 <: Mn : 1964.9ft-# b Vu : 5.36 <: Vn : 85.00psi Interaction Value : 0.166 Third Stec From 2.00ft to 4.00ft 6.00in Concrete w/ # 5 @ 16.00in, d: 3.00 f'c: 2500.0psi,-Fy: 40000.Opsi Wall Wt.: 75.00psf, Bar Embed: 12.Oin Mu : 1159.3 <--,Mn : 1964.9ft-4 Vu - 15.98 <-;Vn'-`.85.O0psi Interaction Value :•0.590 � Fourth Stem from' 1.00ft; to 2.00ft` N 6.60in Concrete, w/'#-5 @, 8.00in, d: 3.00 V c: 2500.Opsi• Fy:-40000.Opsi >5 i 6" CONC. +R 5 Ob 16" Vert P CL a5Op18"Hor1z 6" CONC.�' ae 'w 5 V 16- Ver " 056b18"Horiz b b A 1 N � N HEEL (top) : s -•'m`i.�. P, >5 TOE (bot) : • .iM=wFw-e- �+ • 4 HORIZ. AS SHOWN 2- i - U P Wall Wt.= 75.00psf; Bar Embed: 12.Oin Mu : 193M. <:, Mh,--' 3674.7ft-# Vu : 23.42 r Vn ;185.00psi Interaction,Value;:.0.526 Bottom Stem From, O.00ft to 1.00ft 6.00in Concrete w/,# 5.@ 8.0.0in,.d= C ��9 -MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 06/22/00 Page: GENERAL TIMBER BEAM DESIGN 1yo BEAN DATA SPAN DATA Timber Section :-------- End Fixity Pin:Pin Center Span = 15.62 ft Beam Width : 5.125 in Elastic Modulus - 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 13.50 in Beam Density - 35.0 pcf Right Cantilever - 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span - 2.00 ft Fv - Shear - 165 psi End Shear Calc'd at Support le : Left Cant. = 0.00 ft Fc - Bearing - 650 psi Le : Right Cant. - O:OO.ft APPLIED LOADS Point Load: DL = 792.0 # LL = 746.0 # at 1.70 ft Point Load: DL = 792.0 # LL = 746.0 # at 3.70 ft Point Load: DL = 792.0 # LL = 746.0 # at 5.70 ft Point Load: DL = 792.0 # LL = 746.0 # at 7.70.ft Point Load: DL = 792.0 # LL = 746.0 # at 9.70 ft Point Load: DL = 792.0 # LL = 746.0 # at 11.70 ft Point Load: UL = 801.0 # LL = 754.0 # at 13.70 ft SUMMARY USING 5.125 x 13.500 Beam, Bending = 63.35%, Shear = 58.78% Max. Pos Mom @ 7.69 ft= 24.09 k -ft Shear: Max. @ Left - 5.59 k Reactions... DL Maximum Max. Neg Moo @ 15.62 ft= 0.00 k -ft ....used fordsgn 8.39 k Left - 2.94 k 5.59 k Max @ left - 0.00 k -ft .... Area...Req'd - 40.67 int Right - 2.87 k 5.45 k Max @ Right - 0.00 k -ft Max..@ Right - 5.45 k Max. Allow Moment = 38.03 k -ft ....used for dsgn = 8.18 k Deflections... fb : Max. Actual = 1857.2 psi ..:.Area Req'd - 39.66 in2 Center - -0.29 in -0.55 in Fb': Allowable. = 2931.8 psi fv : Max. Actual = 121.24 psi ....Dist - 7.81 ft 7.810 ft Fv :,Allowable - 206.3 psi ...L/Defl - 645 339 Ck"= .811(E/Fb)".5 = 19.87 Left : 0.00 in 0.000 in Cs.: (LeD/B"2)".5 - 5.31 Bearing Req'd @ Left = 1.68 in ...L/Defl = 0 0 Cv,per UBC.2312.4.5 - 0.98 Bearing Req'd @ Right = 1.64 in Right - 0.00 in 0.000 in ...L/Defl = 0 0 N0 N1D N0 NkD N10 No 24,09 N M1 1`M1 M1M1 M1 M1M1 Nr M1 �! J J J J J J J -1 J J J \ J 0 J 4, J J 4, J 0 J a J M.... 24.09rt-k • 7.69 ft Mmin -O.DO ft -k 15.62 It -0.00 5.59 Vmex . 5.59 ki" • 0.00 It Vmin - -5.45 kips O 15.62 It V. Omex. 0.001n* O.00 it 5.45 Dmin. -0.55=.• 7.61ft 0.0 - }J_V 1. 7 15b2 -0.55 0.0. 2.6 5.2 7.0 10.4 MI 15.6 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Timber Section Beam Width Beam Depth Lamination Thickness Fb - Bending Fv - Shear Fc - Bearing BEAM DATA -------- End Fixity : 5.125 in Elastic Modulus : 13.50 in Beam Density - 1.50 in Load Duration Factor 2400 psi Beam Wt. is Added to Loads 165 psi End Shear Calc'd at Suppor 650 psi Point load: DL : 801.0 # Point Load: DL : 801.0 # Point Load: DL : 801.0 # Point load: DL : 801.0 # Point Load: DL : 801.0 # Point Load: DL : 801.0 # Point Load: DL : 1913.0 # LL : 754.0 # at 0.00 ft LL : 754.0 # at 2.00 ft LL : 754.0 # at 4.00 ft LL : 754.0 # at 6.00 -ft LL : 754.0 # at 8.00 ft_ LL : 754.0 # at 10.00 ft LL : 1800.0 # at 12.00 ft APPLIED LOADS SUMMARY USING 5.125 x 13.500 Beam, Bending : 71.10%, Shear : 62.76% Date: 06/22/00 Pin:Pin 1800000 psi 35.0 pcf 1.25 Page: SPAN DATA Center Span - 15.62 ft Left Cantilever - 0.00 ft Right Cantilever = 0.00 ft UNBRACED LENGTHS Le : Center Span - 2.00 ft Le : left Cant. - 0.00 ft Le : Right Cant. - 0.00 ft' Max.. Pos Mom @ 8.00 ft= 27.04 k -ft Shear: Max. @ Left - 5.78 k Reactions... DL Maximum Max. Neg Mom @ 15.62 ft: 0.00 k -ft ....used for dsgn : 8.67 k Left : 3.84 k 7.34 k Max @ Left : 0.00 k -ft ....Area Req'd - 42.04 in2 Right - 3.14 k 5.97 k Max @ Right : 0.00 k -ft Max. @ Right : 5.97 k Max -Allow Moment : 38.03 k -ft ....used for dsgn : 8.96 k Deflections... fb.:'Max. Actual = 2084.5 psi ....Area Req'd : 43.42 in2 Center - -0.33 in -0.63 in Fb,: Allowable : 2931.8 psi fv : Max. Actual : 129.44 psi ....Dist : 7.93 ft 7.935 ft Fv Allowable - 206.3 psi ...L/Defl : 572 300 Ck:.811(E/Fb)".5 : 19.87 Left : 0.00 in 0.000 in Cs :'(L 6/B�2)".5 - 5.31 Bearing Req'd @ Left : 2.20 in ...L/Defl : 0 0 Cv_per UBC 2312.4.5 - 0.98 Bearing.Req'd @ Right : 1.79 in Right : 0.00 in 0.000 in ...L/Defl : 0 0 27.04 ON ON rN '-N ON ON MO 9DN mN N h mN ON co J J J J J J J J J J 0 J O J J J O J O J J nm.x - 27.04ft-k • 0.00 it mmin - -0.00 ft -k • 15.6211 -0.00 5.76 Vmnz - 5.70 klpa • 0.00 it - Vmin - -5.97 klpe •,. IS.62 it -5.97 Dmez - 0.00 In • 0.00 it MIN Dmin - -0.63 1n • 7.93 it 0.00 15.62 -- - - 0.0 2.6 5.2 7.6 10.4 133 15.6 • MICHAEL MOONEY A/ CIVIL ENGINEER RCE 20647 1 5A MADRONE AVE OROVI LLE, CA 95966 530-533-2131 Date: 06/22/00 Page: GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA �-.r 5,^t'-------- - 16.58 ft i�r1 End:Fixit; �»' Pin:Pin Center Span Beam -Width - 5.500 in Elastic Modulus 1600000 psi Left Cantilever - 0.00 ft Beam Depth _ - 11.25 in Beam Density - 35.0 pcf Right Cantilever = 0.00 ft "'Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending - 875 psi Beam Wt. is Added to Lcads Le : Center Span 2.00 ft Fv - Shear - 85 psi End Shear Calc'd at Support Le left Cant. 0.00 ft Fc - Bearing - 650 psi Le : Right Cant. - 0.00 ft APPLIED LOADS Point Load: DL = 83.0 # LL = 88.0 # at 0.25 ft Point load: DL = 139.0 # LL = 130.0 # at 2.25 ft Point load: DL = 139.0 # LL = 130.0 # at 4.25 ft Point Load: DL = 139.0 # LL = 130.0 # at 6.25.ft Point Load: DL = 139.0•# LL = 130.0 # at 8.25 ft. Point Load: DL = 139.0 # LL = 130.0 # at 10.25 ft SUMMARY USING 5.500 x 11.250 Beam, Bending = 39.94%, Shear = 25.81% Max. Pos Mom @ 8.22 ft= 4.22 k-ft Shear: Max. @ Left - 1.13 k Reactions... Dl Maximum Max. Neg Mom @ 0.00 ft: 0.00 k-ft ....used for dsgn = 1.70 k left - 0.64 k 1.13 k Max @ left - 0.00 k-ft ....Area Req'd - 15.91 in2 Right = 0.39 k 0.63 k Max @ Right - 0.00 k-ft Max. @ Right - 0.63 k Max. Allow Moment - 10.57 k-ft ....used for dsgn = 0.95 k Deflections... fb Max. Actual = 436.8 psi ....Area Req'd - 8.95 in2 Center - -0.11 in -0.19 in Fb : Allowable = 1093.8 psi fv : Max. Actual - 27.42 psi ....Dist - 8.09 ft 8.025 ft Fv.: Allowable - 106.3 psi ...L/Defl = 1789 1034 Ck= .811 E/Fb)% 5 = 31.02 Left = 0.00 in 0.000 in Cs = (LeDfB"2)".5 = 4.27 Bearing Req'd @ Left = 0.32 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 - 1.00 Bearing Req'd @ Right = 0.18 in Right = 0.00 in 0.000 in ...1/Defl - 0 0 N)TO 010• 0% C) (110. TO 4.22 00 00 �F) In K) hl F) hl to K) K) 0 u 11 � i! 1 1 Il p JJ JJ JJ JJ JJ JJ 0 J 0 J O J 0 J io J D J Mme - 4.22ft-k • 0.221t limin- 0.00 fNk1 0.0Oft nnn -- ' Vmez - 1.13 kip, • 0.00 ft Vmin--0.63RID84. 16S8ft RoomDmnx- 0.00 In x'0.00 it -0.63 - Dmin - -0.14 in • 8.02 ft 0.0 -0.19 - 0.0 2.7 5.5 9.3 11.1 13.9 16.6 MICHAEL MOONEY . ' CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN \e-' (czs� e,�._ tlALL 6 FOOTING DATA Retained Height Wall Ht. above Soil - Toe Width = Heel Width = Total Footing Width Footing Thickness - Key Depth - Key Width - Toe to Key Dist. SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure - - Passive Pressure - - Friction - Add'1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel - Allowable Press. - Ecc. of resultant = Max. Shear @ Toe - Max. Shear @ Heel - Allow. Ftg Shear - Factors of -Safety: Overturning - Sliding - Origin of Force... Active Soil Press. = Soil over Heel - Soil over Toe = Sloped Soil @ Heel - Adjacent Ftg. Load = Surcharge Over Heel - Surcharge overA oe - Axial Load on Wall - Load @ Proj. Wall - Averaged Stem .Nts. = Added lateral Load - Footing Weight - Key Weight - Vertical'Coeponent, of Active.PressuFe 9.00 ft 0.50 ft 2.25 ft 3.08 ft 5.33 ft 12.00 in 13.00 in 12.00 in 2.17 ft 0.35 0.00 in 1500 # 543 # 1727 # 0.0 # Date: 06/26/00 Page: VERTICALLOADS psf By ACI Eq 9-1 = LATERAL LOADS 1500 psf Axial DL on Stem - 630 plf Lateral load Acting on Mu -Downward - 532 Axial DL on Stem - 620 plf Stem Above Soil = 0.00 psf ....Eccentricity = 0.60 in Add'1 Lateral Load - 0.00 plf Surcharge over Toe - 0.0 psf Dist to Load Start - 0.00 ft Surcharge over Heel - 0.0 psf Dist to Load End = 0.00 ft SOIL DATA Allowable Bearing - Active Lateral .....Max Press. ...Slope Press. Backfill Slope - Passive Press. : Soil Density - Soil Ht over Toe - 1417.6 psf Soil Press. Mult. Toe 665.5 psf By ACI Eq 9-1 = 2032 1500 psf Mu -Upward - 4760 3.85 in Mu -Downward - 532 24.40 psi Mu -Design . = 4228 -6.58 psi One -Way Shear: 0 85.00 psi Actual - 24.4 0.0 0.00 Allowable = 85.0 3.29 :1 Cover over Rebar = 3.31 1.51 :1 'd' 8.69 0.0 0.00 Ru = Mu/bd-2 = 62.2 0.00 0.0 SUMMARY OF FORCES 6 MOMENTS - Overturning- Moments 630.0 # 1627.5 ft ft-# ADJACENT FOOTING 1500 psf Vertical Load 30.0 pcf Load Eccentricity 0.0 pcf Footing Width 0.0 pcf Ftg. CL to Wall - 0.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below:[+/-] 110.0 pcf Spread Footing ? 0.00 in - FOOTING DESIGN Heel f'c - 954 psf Fy - 3261 ft -4 Min. As Percent 4661 ft-# Omit SP Under Heel ? -1399 ft-# Toe Heel # 4 @ 10.96 14.65 6.6 psi # 5 @ 16.99 22.71 85.0 psi # 6 @ 24.11 32.23 2.25 in # 7 @ 32.88 43.96 9.75 ,in # 8 @ 43.29 48.00 i 16.4 psi # 4 @ 48.00 48.00 ='Resisting Moments # ft ft-# 1500.0 3.33 5000.0 0 0 0 0 0 0 2392.5 4.12 9869.1 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00' 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 .0.0 0.0 0.00 0.0 0 0 32 630.0 2.58 1627.5 OA 0.00 0.0 0 0 0 0 0 0 950.0 2.58 2454.2 0.0 0:00 0.0 0 0 0 0 0 0 800.0 2.67 2133.3 0 0 0 162.5 2.67 433.3 0 0 0 0.0 0.00 0.0 Totals, :� 1485.0 # Resisting Totals Used For,Soil;Pressure (Vert. Component.of Active -Pressure Removed) 5026.5 ft-# 4935.0 # 4935.0 # 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No in o/c in o/c in o/c in o/c n o/c in o/c 16517.4 ft -4 16511.4 ft-# (continued on next page.... CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 CANTILEVERED RETAINING WALL DESI (.....continued) STEM SUMMARY Top Stem: From 6.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 16.00in, d: 4. V c: 2500.Opsi, Fy: 40000.Opsi Wall Wt.: 100.00psf, Bar Embed: 12.Oin Mu : 326.3 <: Mn : 2662.4ft-4 Vu : 3.78 <: Vn : 85.00psi Interaction Value : 0.123 Second Stem From 2.33ft to 6.00ft 8.00in Concrete w/ # 5 @ 16.00in, d: 4. V c: 2500.Opsi, Fy: 40000.Opsi Wall Wt.: 100.00psf, Bar Embed: 14.7in Mu : 2619.1 <: Mn : 2662.4ft-# Vu : 21.33 <: Vn : 85.00psi Interaction Value : 0.984 Third Stem From 2.33ft to 2.33ft 8.00in Concrete w/ # 6 @ 8.00in, d: 4. f'c: 2500.Opsi, Fy: 40000.Opsi Wall Wt.: 100.00psf, Bar Embed: 12.Oin Mu : 2619.1 <: Mn : 6892.Oft-# Vu : 21.33 <: Vn : 85.00psi Interaction Value : 0.380 Fourth Stem From 1.00ft to 2.33ft 8 -.Odin Concrete w/ # 6 @ 8.00in, d-- 4. f'c-- 2500 0 si F - 40000 0 si' Date: 06/26/00 �9 Page: 1� 001 8" CONC. 5 4a16" Vert ! CL Irl IQR3-Q( FURr61C MTrNerl Mnnmcv 'e5018"Moriz _ m e" CONC. ... A . 5 4b 16" Vert e •54b18"Horiz OOi HEEL (top) : �. `Y TOE (bot) : • -dc. ,,, 4 HORIZ. AS SHOWN 00i z_ g } 5 4'• OOi ' P y- P Wall Wt.= 100.00psf,.Bar.Embed: 12.Oin Mu : 4448.8 <: Mn :.6892.0ft-# Vu : 31.23 <: Vn : 85.00psi. 'Interaction'Value : 0.646 Bottom Stem From O.00ft to 1.00ft %00in,Concrete'w/ #-6.@, 8.00in, d: 4.00in f:,2500.Opsi, Fy: 40000.Opsi Wall Wt.: 100.00psf, Bar Embed: 11.3in Mu = 6293.3 <: Mn :,6892.Oft-# Vu : 39.90 Z:-Vn : 85:00psi' Interaction Value : 0.913 VA AN Irl IQR3-Q( FURr61C MTrNerl Mnnmcv vw-n/nik Job Number 00-05-58 Job Name Klocker/Stan Date 6-19-00 Analysis UBC 1997 Dead Loads Roof Composition 6 psf 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 Wall MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Page 1 Live loads Y 15 psf. 16 psf. Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 ��SY Insulation 1.0 8 psf. Floor Plywood 3 Framing 2 Insulation 1 Misc 2 8 psf. 40 psf. Lateral loads }Wind P =Cc Cq q I where Exposure 13 Ce ='O .62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q =14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I =1 0:72 `@ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic - V=2.5C.IW/1.4R G;=0.36,I=1,R :5.5/4.5 Soil Bearing . .r 1500'pounds per. square foot Friction= 0.35 O� `� e Lateral bearing , 250 psf/ft. _ ' au Fr6 COON r I �, SUILDING' DEPARTMENT s A� PQ POU�:F` 1h LO C442rLO .O 82 �Y9 1) NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. 2) NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT 4" ON 2 CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER 5 3) NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X- 2 3/8") -NAILS AT 3" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED' ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. 4) NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT 2" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. 5) STUCCO - EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER, 7/8", WITH NUMBER 11 GAGE, 1 1/2" LONG, 7/16" NAILS AT 6" ON CENTER MAXIMUK OR NO 16 GAGE STAPLES, 7/8" LEGS AT 6" ON CENTER MAMMUM. 6) 1/2" GYPSUM WALLBOARD, UNBLOCKED, APPLIED TO 2X FRAMING WITH 5d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. /r7\7) 5/8" GYPSUM WALLBOARD, UNBLOCKED, APPLIED TO 2X FRAMING WITH 6d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM BP -1 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" ON CENTER WITH 8d (0.113 X 2 3/8") NAILS AT 6".ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED., COVERING THREE STUD,SPACES. FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. BP -2 STUCCO, EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER; 7/8", WITH NUMBER 11 GAGE, 1 1/2" LONG, 7/16" NAILS AT 6" ON CENTER MAXIMM OR NO` 1.6 GAGE STAPLES, 7/8" LEGS AT 6" ON CENTER MAXIMUM. PANEL COVERS THREE STUD SPACES, -MINIMUM 4 FOOT LENGTH. V? 8)',, NET ',PLYWOOD, CC, CD, WITH 8d.COMMON NAILS AT 3" ON g CENTER,EDGE,NAILED, 12 ON CENTER FIELD NAM8D'ON 2X_ DOUGLAS FIR FRAIVIING AT ; 16" . ON'CENTER. IN f N\9"1� �c�f p� � �• ��,D '-Ag �b.blllv 19=(u ?Q01,% Z;'Tqj -. m 1 7 X ��aNT_7 3�ZK", f %( . f 11 l;1.9 - ,7tb Xn)1. ��S �' �f-01� � 1�.�4;11,CR zn rpm G7 md In _ - - L� L'® - � -lam' I • NMI. (Pa CIA L Ll. - C aco, Ulu' cL) ukena n+t "�s, j4FvS S f -OV -1, (bio. S' }VO -f- . vi Pr L L s CFI LtAkF C/z1x1�2� 2-u,3 z�121�c6,-74 vUrz- ID t CA) w LAi o a� a1Kg2.K K IS 4- 0124Z'5415 -7.2L V- UL C6 0.a�tii, A 7Z _ 1,,2l K- \j VWL ez �)R�- �l0 ��f ;102 r � 2�-�`� d� ►�-y �N��z��l.. � . 4LK z0, 6c)-3 hi" 49 -IE- LmfE .(M) �K�-cc� q - _ �XQfie, :5 Taz2 OR./= -Z�okc h3S� 4��� . VWV7t6vvN oN n(eW-j TILQSS ASt1 , YL . LS`wg r -19'i 61 rq LOA C2) 3,`72 2. Xl-4x y7 X Z -% +5X k- V 7 ,`-1 2.1 -2, -71 Z 4-E�- t- 77 -t �' =3S S i: - -- "V, a, Qt -t e3f-� (4 (. 0,-� q I al ' MICHAEL MOONEY CIVIL ENGINEER RCE 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 20647 TIMBER JOIST & RAFTER DESIGN DESIGN DATA - Timber Section,--- .... Depth in : 11.25 ....Width in . 3.50• le: Unsupp ft : 2.00 Fb-- Allow psi 875.00 Fv- Allow psi ; 85.00 Elastic Mod. ksi : 1600.00 Load Duration Factor 1.25 Stress Ratio ->> 0.47 CENTER, SPAN - -OK- Span Length ft : 5.25 Point DL # 2000.00 LL # 1800.00 ' X -Dist ft : 0.33 Point DL' # 836.00 LL # 786.00 X -Dist ft 2.33 Point DL # 836.00 Ll # 786.00 X -Dist ft : 4.33 RESULTS Mmax 0 Cntr k -in : 41.42 X -Dist ft 2.34 - REACTIONS . Left: Dead Load # 2"-..85.16 Live Load # 2261.76 Right: Dead Load # : 1186.24 Live Load # 1110.24 STRESSES -OK- Fb.. Allow psi 1203.1 Fb.. Actual psi 561.0 Fv.. Allow psi.: 1006.25 Fv.. Actual psi 36.10 - DEFLECTIONS Center... Dead -Load in . -0.013 X -Dist ft : 2.59 DL Ratio 4967 Live Load in : -0.012 X -Dist ft : 2.59 L! Ratio 5335 Total Defl in : -0.024 " X -Dist ft : 2.59 Ratio 2512 Date: 08/14/00 2k Page: V4.4C1983-96 ENERCALC - " V MICRAEI MOONEY, KW -0601576 MICHAEL MOONE Y 5AMaDRoNEAvE. CIVIL ENGINEER', OROVILLE, CA 95966 RCE 20647- - " (916) 533-2131 County of Butte June 26, 2000 Building Inspection Department 7 County Center Drive Oroville, CA 95965. RE: Building Permit Klocker/Starr I have reviewed the trusses for this project and they are adequate for my design. Thank you for your consideration. Yours, Michael Mooney My license 'expires 9-30-01 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVH,LE, CA 95%5 COPY of Document Recorded 02 -Aug -2000 2000-0029818 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-5 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date — Z- — PROPERTY OWNERS: State of California County of On 0/p( /OLOOD . before personally appeared - 11 —�-11-110111 &)/"Iw,$ ersonally known to me or proved to me on the basis of satin to evidence) to be the person(s) whose names) is/ subscribed to the within instrument and acknowledged to we that B&W-6aexecuted the same in hWr/ eir authorized capacity(ies), and that by bWeir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand a ",10,111cial seal Signatu Seal: PATTI GRAY No AOYMp�1t. 158503 11 9UTTE dbum NIA 7 A.P. #mbslon !1S OCT. 12 2001 ORDER NO. BU -179650-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 102, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LAKERIDGE VILLAGE", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 28, 1981, IN BOOK 85 OF MAPS, AT PAGE (S) 11, 12, 13, 14 AND 15. EXCEPTING THEREFROM ALL MINERAL INTERESTS AND RIGHTS IN THE PROPERTY OF WHATEVER KIND', EXCEPTING THE TOP 500 FEET THEREOF AND THERE SHALL BE NO RIGHT OF ENTRY ON THE SURFACE OF SUCH PROPERTY TO EXTRACT ANY SUBSTANCES THEREFROM AS RESERVED IN DEED RECORDED JULY 29, 1980, IN BOOK 2536, PAGE 363, OFFICIAL RECORDS. APN 069-580-049-000 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title........ -.'.""The - Klocker Residence' Date' :07/13%b -0 12•1R1:'28 Project Address:....... Lot 49 Regal Way ******* Butte County *v5.10* An Documentation Author... Marty Runnells ******* Bu cin Per it Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check ate Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone......... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00289S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal GENERAL INFORMATION Conditioned Floor Area..... 2179 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 275 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 13.4 % of floor area Average Glazing U -value.... 0.65 Btu/hr-sf-F Average Glazing SHGC....... 0.68 Average Ceiling Height..... 9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT, TO GARAGE LEFT, BACK, RIGHT Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FloorExt n/a R-`19 R-n/a R-19 0.049 FLR.EXTENSION FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (W) 9.0 0.650 0.680 Standard Standard None Window Front (W) 5.0 0.650, 0.680 Standard Standard None Door Front (W) 6.0 0.650 0.680 Standard Standard None Window Front (W) 5.0 0.650 0.680 Standard Standard None Window Front (W) 17.5 0.650 0.680 Standard Standard ' None Window Front (W) 17.5 0.650 0.680 Standard Standar None Window Left (N) 9.0 0.650 0.680 Standard Stan None Window Left (N) 10.0 0.650 0.680 Standard S , None Window Left (N) 15.0 0.650 0.680 Standard 1 None Window Left (N) 15.0 0.650 0.680 Standard d r None Window Left (N) 15.0 0.650 0.680 Standard an�a 'S' None Window Window Back (E) Back (E) 25.0 10.0 0.650 0.650 0.680 0.680 Standard ! S4= Mrd Standard Sgandard None None Window Back (E) 14.1 0.650 0.680 ``�� Standar% Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R �rr,�cnt' LTi tl c'I `r �.•r x_°� }.'.d«,a r�+}p r;Kl nrkcr•Rnci�c�nra _ T1�t c. (17/9.'2 /nn.. Fl:7. 1..•.')R MICROPAS5 v5.10 File -00289S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal Orientation Window Back (E) Window Back (E) Window Back (E) Door Back (E) Window Back (E) Door Right (S) Window Right (S) Window Right (S) Equipment Type Gas ACSplit Tank Type Storage FENESTRATION Area U- ACCA Interior (sf) Value SHGC Shading 10.0 0.650 0.680 Standard 13.1 0.650 0.680 Standard 13.1 0.650 0.680.Standard WATER HEATING 20.0 0.650 0.680 Standard 16.0 0.650 0.680 Standard 18.0 0.650 0.680 Standard 16.0 0.650 0.680 Standard 12.0 0.650 0.680 Standard .58 50 HVAC SYSTEMS Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins None None None None None None None None Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.800 AFUE Attic R-4.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1. .58 50 R- n/a For ease of .plan check, the Front of the building is determined by Plan Front, and does not necessarily contain the entry door. this in no way alters the actual orientation of any opaque or non-opaque surface. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 g CF -1R The- Klocker Residence Date .. 07/13/00 12:11:28 MICROPAS5 v5,10 File -002895 Wth-CTZ11S92 Program -FORM CF -1R User##-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Company. Better builCers Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone... 530.589.2574 License. Signed.. ate ENFORCEMENT AGENCY Name... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 -Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. 7 /3 ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R, Proj ectr,Tit1e...: ,.,....... The; Klocker Residence ,__._._,Date. ..07/13/00 12:11:28 Project Address Lot 49 Re al Wa ******* g Y Butte County *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by EnercomD, Inc. MICROPAS5 v5.10 File -00289S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). * Design- Enforce- er ment 150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project�Title..:....f..-. The Klocker Residence Date..07/13/00 12:11:28 MICROPAS5 v5.10 File -00289S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. S. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603• ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. ✓ 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title°....::"::..•The Klocker Residence Date..07/13/00 12:11:28 MICROPAS5 v5.10 File -002895 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens: This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Klocker Residence Date..07/13/00 12:11:28 Pect Add L 49 R 1 W ******* rojress........ t o ega ay Butte County *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 C1' t Z 11 ima e one........... Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00289S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... Building Permit Plan Check Date Field Check/ Date ima e one........... Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00289S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 15.95 14.40 1.55 Space Cooling.......... '.'15.53 16.74 -1.21 Water Heating.......... 12.36 11.20 1.16 HOUSE Total 43.84 42.34 1.50 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height...... 2179 sf Single Family Detached New Front Facing 275 deg (W) 1 1 ReducedYear Raised Floor 1 - 19611 cf 0 sf 13.4 0 of floor area 0.65 Btu/hr-sf-F 0.68 9 ft BUILDING ZONE INFORMATION - Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2179 19611 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title....:..... The Klocker Residence Date..07/13/00 12:11:28 MICROPAS5 v5.10 File -00289S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE Type/SHGC HOUSE 1 Wall 295 0.065 19 275 90 Yes None PLAN FRONT 2 Door 14 0.330 0 275 90 Yes None ENTRY 3 Wall 144 0.065 19 275 90 No None TO GARAGE 4 Door 18 0.330 0 275 90 No None TO GARAGE 5 Wall 202 0.065 19 5 90 Yes None LEFT 6 Wall 410 0.065 19 95 90 Yes None BACK 7 Wall 490 0.065 19 185 90 Yes None RIGHT 8 Roof 2179 0.031 30 n/a 0 Yes None TO ATTIC 9 Floor 1137 0.037 19 n/a 0 No None RAISED FLOOR 10•FloorExt 9 1043 0.049 19 n/a 0 No None FLR.EXTENSION FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (W) 9.0 0.650 0.680 275 90 Standard/0.76 Standard/0.68 2 Window Front (W) 5.0 0.650 0.680 275 90 Standard/0.76 Standard/0.68 3 Door Front (W) 6.0 0.650 0.680 275 90 Standard/0.76 Standard/0.68 4 Window Front (W) 5.0 0.650 0.680 275 90 Standard/0.76 Standard/0.68 5 Window Front (W) 17.5 0.650 0.680 275 90 Standard/0.76 Standard/0.68 6 Window Front (W) 17.5 0.650 0.680 275 90 Standard/0.76 Standard/0.68 7 Window Left (N) 9.0 0.650 0.680 5 90 Standard/0.76 Standard/0.68 8 Window Left- (N) 10.0 0.650 0.680 5 90 Standard/0.76 Standard/0.68 9 Window Left (N) 15.0 0.650 0.680 5 90 Standard/0.76 Standard/0.68 10 Window Left (N) 15.0 0.650 0.680 5 90 Standard/0.76 Standard/0.68 11 Window Left (N) 15.0 0.650 0.680 5 90 Standard/0.76 Standard/0.68 12 Window Back (E) 25.0 0.650 0.680 95 90 Standard/0.76 Standard/0.68 13 Window Back (E) 10.0 0.650 0.680 95 90 Standard/0.76 Standard/0.68 14 Window Back (E) 14.1 0.650 0.680 95 90 Standard/0.76 Standard/0.68 15 Window Back (E) 10.0 0.650 0.680 95 90 Standard/0.76 Standard/0.68 16 Window Back (E) 13.1 0.650 0.680 95 90 Standard/0.76 Standard/0.68 17 Window Back (E) 13.1 0.650 0.680 95 90 Standard/0.76 Standard/0.68 18 Door Back (E) 20.0 0.650 0.680 95 90 Standard/0.76 Standard/0.68 19 Window Back (E) 16.0 0.650 0.680 95 90 Standard/0.76 Standard/0.68 20 Door Right (S) 18.0 0.650 0.680 185 90 Standard/0.76 Standard/0.68 21 Window Right (S) 16.0 0.650 0.680 185 90 Standard/0.76 Standard/0.68 22 Window Right (S) 12.0 0.650 0.680 185 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title........., The Klocker Residence Date..07/13/00 12:11:28 MICROPAS5 v5.10 File -00289S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1, .58 50 R- n/a REMARKS For ease of plan check; the Front of the building is determined by Plan Front, and does not necessarily contain the entry door. this in no way alters the actual orientation of any opaque or non-opaque surface. HVAC SIZING Page 1 HVAC Project-Title:l........ The.Klocker Residence Date...07/13/00 12:11:28 Pro'ect Address Lot 49 R 1 W ******* ........ ega ay. Butte County *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone ......... :.Y 11 Compliance Method.....: MICROPAS5 v5.10 fo`7 1998 Standards MICROPAS5 v5.10 File -00289S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2179 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. Volume..:--:.— ... ***** Front Orientation.......... Sizing Location............ Latitude .................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2179 sf 19611 cf Front Facing 275 OROVILLE RS 39.5 degrees 30 F 70 F 104• F 78 F 37 F Yes Yes Yes 0.20 HEATING AND.COOLING LOAD SUMMARY deg (W) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 10853 6447 Glazing Conduction ............... 7574 4923 Glazing Solar ................ n/a 1.1213 Infiltration ..................:L . 11155 4-580 Internal Gain .................... n/a 2100 Ducts ............................ 2958 2926 Sensible Load .................... 32540 32190 Latent Load ...................... n/a 6438 Minimum Total Load 32540 38628 Note: The loads showy are only one of the criteria affecting the selection o=f HVAC equipment .`v Other relevant <.rdesign factors succi- as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. IM APPROVED CONDITIONALLY APPROVED ❑ ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: _C)C) — I Date: Q C Genera/Information AP#: O Owners Name: d-*�y fZ'T L- aC L-0 C.1Le Q. Parcel Acreage: Owners Address: Building Site Address: I C GA L W OZA-2 Proa Z&rJ7formation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home is SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Sepdc ❑ Well ❑ Other Zone District: — Date of Zoning Ordinance: 2-2 S General Plan. A Development Agreement: Use Permit:. Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use Floodplain -a No ❑ Yes 1 Zone: _ Watershed Protection Zone -J§ No ❑ Yes Proposed Use Comolies With: ,� General Plan Zoning Proposed Use Requires:❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/IndustriaUMuld-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks ❑ Other 71 Other ❑ Cohasset Panel Number: ❑ Accessory Building Use Zcninq Code Street & Highways Fre Prevention Subdivision Ma Front 5A— Side Side street L' Rear O 3 LHeioht Septic Permit Review: Well Permit Review: Land Development Review: -Iarcel Created by, ❑ Deeds Permit C/earance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (ConVW/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Compiles with County Standards for Deed Creation: Continents: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road' Name: ❑ No ❑ Yes IRMap Date of Recording: Lot: O 2 Block: Book: u---� . Pte• :onditions That Must beMet Prior to Issuance of Permit- ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Applkadon/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHO requirements. ❑ Other :er.eral Comments: