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017-260-150
P IN1-41-150` ` BOB SMITH 33--S-anish Garden Chico Permit#1850-8 B PO� 1 9 ,E, new in 1jamily) J, Permit# 323-90B vl1 (1'st :renewal/16 -89) �-- 01.1-410-150 00-0630 GRAHAM, Dennis & Patricia 331 Spanish Garden Dr, Chico, ellc chrgr/ gas line��G i A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT o. (Rev. 12/96) APPLICATION AND PERMIT 0_ 0603 e ASSESSOR PARCEL NUMBER oil- 4//0-/50 ZONING BUILDING PERMIT OWNER y 7 T P .ICA [1 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 53 5J0e-A-.0;Xh U r e la i4r CG CONTRACTOR'S NAAE I t TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSF NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS elkU /� r Energy Plan Checking Fee $ $ i C O PERMIT FEE S LOT NO. SUBONISIONS NAME PARCELIMAP � PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE I SF 1p"IDuplex ❑ Mobilehome ❑ Other ! SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ +Othher C3' Describe Work: _rA1 '%'p /% F /-cc 4"1-i c- V PA i G J _ (A a,- or .0 r , A/.:J 4,1 / l til CJ l % AJ `4 Gas piping system 1 - 5 outlets 15.00 �a-o Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 / Main Service ez000.Av ORoR LESSLEss 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.POWER 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. ❑ 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 Main Service 200AWEL TO tOooA 46.00 NEW CONST. DWELLINGocc. OR ADDNS. ( a ACC. BLDS So 3.50FT. ,.pNN µ.q.,. MULTI.OUTLET 97,50 APPARATUS S SINGLE OUTLET CIR. - Ex. Occup. OUTLET OR FIXTURES 2e x'00 BA .so EDDS. ORS Ex. Occup. OF'"ED 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 v^Q PERMIT FEE $ W 1 . ts10 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 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.) I 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 f,. - orthwith comply with those provisions. �---� 7 z ��� XDate J Signature of Applican"t - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT. Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ -7R, 0-0 =.AEES IMP FLOOD COF PARCEL I PD I HD 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. By k Date JL nv PERMIT EXPIRE ON a? p to ' ReceiptNo. Ai 95%? 2-.. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r `COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 3 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT o. (Rev.12/96) APPLICATION AND PERMIT i)CZ�Q ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNERLL .-j T. el LL TELEPHONE SO, FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAPE TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ C a C$ PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE .00- SF Qd' Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK / New ❑ Addition ❑ Remodel ❑ U61itiess 0 Installation ❑ Other Describe Work: „1,�/'S'�-R �! F- / �Lrr% �- 1 V e�) C `C, �/+C�rcq •QT, ;�/V ens !% Al '-C_ Gas piping system 1 - 5 outlets 15.00 v--0 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S35. o-cl Ci r i ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A 0o RR 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.POWER 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: r..• 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' compensation insurance carrier and policy number are: Carrier Main Service To 46. 00 WEE200A CCUOOOA NEW CONST. DWELLING OCCUP. SO so OR ADDNS. ( & ACC. BLDS. 3.5¢FT, gEOSIU ' MULTI.OLITLET @7,50 APPARATUS a SINGLE ourLET C.. Ex. Occup. OUTLET OR FDcruREs 20 @'•50 eAl_ p .so Ex. Occup. o�S(RES D,oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S �v MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi_ $ 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.) I 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 hwith comply with those provisions. Z ����� X Z&401 Date _ Signature of Applic t - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit i required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL po HD 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. By Date :Z ? PERMIT EXPIRE ON =34L19 D to Receipt No. a cd5r%y 2— WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER ;VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES.. NO 13 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person. (firm) to.proyic�e: the..proposed consVuct* NAME: �. ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired. the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY PHONE: CONTRACTOR'S LICENSE NO. f 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: N SOCIAL SECURITY NUMBER: ®, DATE: 1�1�� coy ZC,? L4®� NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California andto have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. t If yod plait to ddyour own -work, with the exception of various trades that you plan to"subcontract, you 'should be aware of the following information for your benefit and protection: ' ♦ If you employ or otherwise engage any persons other thaw your immediate family, and the work (including materials and other costs) is 5300 or more for the entire_ .project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law; contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE: This Owner-Bur/der Information is required by Section 198.10 of the California Health and SafetyCode OVER The purpose of the ICS -200 is to provide the EV user with a safe and manageable link between the power grid and the EV. Electric power is the fuel for EV's and the ICS -200 Power Station is designed to safely manage the dispensing of this new fuel. Primary functions include: • Multiple levels of safety for the customer, the EV, and the charging equipment • Automatic load shifting to off-peak hours, plus demand charging • Industry standard compliance, including SAE - J1772, UL 2202, UL 1998, FCC, and NEC Article 625. Approved by all conductive OEM's • Long term durability The ICS -200's unique voice announcer puts the user at ease with its no hassle, trouble-free operation. There is no need to read directions, ... it tells you automatically. No need to check if the connection is made properly, ... it does it automatically. No need for that nagging worry, wondering if it's in the off-peak mode for optimized low- cost utility fees, ... it does it automatically. No need to perform diagnostics, and how does it do this?... automat- ically. This is the ICS -200 concept! It is a friendly, "walkaway and forget about it" unit that will alert you at the first sign of trouble. The ICS -200 Power Station is a microcomputer based unit, built with the modern user in mind. It is simple, elegant, and robust enough to handle any of today's needs. EVI provides the user with an easy to use, attractive, and unquestionably safe station, engineered to meet a variety of commercial and consumer requirements. EVI's re-programability assures the flexibility necessary to follow this new industry's evolution and growth. ELECTRIC VEHICLE INFRASTRUCTURE, INC. 11839 INDUSTRIAL COURT -- AUBURN, CALIFORNIA 95603 (530) 823-8077 – FAx: (530) 823-0857 (888) 823-8077 - WEBSITE: HTTP://WWW.EVII.COM ATTACHMENT C General Specirications Service Entrance: 208V or 240V - 40 amp (60 amp optional), single phase, 3 -wire, with ground Dimensions: 18"W x 12"H x 6"D — NEMA 4 Construction Operating Temperatures: -40°F (-40°C) – +140°F (+60°C) Warranty period: 3 year labor / 3 year parts warranty Features VOICE ANNOUNCER: Simple user friendly voice interface. UL 2231 - PERSONAL PROTECTION SYSTEM: Ground fault protection with fully automatic digital re -programmability, with auto -closure, no manual testing. GROUND MONITORING CIRCUIT: Constantly checking for presence of proper safety ground. COLD LOAD PICKUP: Time delayed and randomized to allow re -energiz- ing of unit following power outages. EXCESSIVE STRAIN DETECTION: (NEC 625-19) Safely removes power if cable is strained. PULL -FREE CABLING SYSTEM: Pulls cable free of unit if vehicle rolls away. WATT HOUR METER AND DATA LOGGING: Historic data collection, i.e.: counting connections made, power consumption information, logging the most recent errors, and additional miscellaneous information. CONTACTOR MONITORING CIRCUIT: Constantly checking contacts for early signs of failure. EXHAUST FAN CONTROLS: (NEC 625-29) Energizes exhaust fan when vehicle requires it. (if applicable) PRECONDITIONING: Thermal regulation of the battery pack and cabin preconditionin without vehicle charging. (if vehicle capable HARDWARE EXPANSION CAPABILITY: Have comfort knowing if you want to add future needs in a changing market such as UL 2293 Data Communications. There is no need to replace the present unit.. just add a module! Options FIELD INSTALLATION & CONFIGURATION SYSTEM: (FICS) Service installation software interface for re -pro- grammability, data collection and diagnostics. PORTABLE ELECTRONIC TESTER: (PET) For field inspection testing and complete diagnos- tics at installation when vehicle is not present. PEDESTAL Single or duplex configurations. � M VI's family of user friendly charge stations continue with = M the introduction of its newest member, the ICS -200 "B" version Power Station. The "B" version has the same feature rich interior components as the "A" version, but with a new lighter cost -reduced plastic exterior. This unique unit is designed to meet all standards including NEC 625, UL 2202, and SAE -J1.772 Electric Vehicle Conduc- tive Coupling Recommended Prac- tice. The SAE -J1772 conductive standard is utilized by the majority of the major OEM's including BMW, Chrysler, Ford, Honda, Mazda, Mercedes, Toyota, as well as other OEM's worldwide such as Fiat, Peugeot and Solectria. EVI's technology is continuing to prove itself in hundreds of working installations across the globe, meeting the standards recognized by industry leaders. EVI has accumulated a wealth of success, with engineering design and cost effective equipment specifically tailored for this new burgeoning industry. EVI is proving itself with utilities, the automotive industry, government agencies, and the private sector by developing the safest and easiest to use infrastruc- ture products for the fleet, public and residential applications. EVI is unique in its qualifications, experience and expertise. No company is more committed to making the electric vehicle a real practical alterna- tive to present day hydrocarbon vehicles. Its our business, our only business. When you make the switch to electric, make it simple, safe and reliable. Take the first step with EVI. • ELECTRIC VEHICLE INFRASTRUCTURE, INC. 11839 INDUSTRIAL COURT -- AUBURN, CALIFORNIA 95603 (530) 823-8077 FAx: (530) 823-0857 (888) 823-8077 - WEBSITE: HTTP://www.Evu.com WALL -MOUNT PEDESTAL Call Your Local Representative: New 240V 32A EV Branch Circuit Rated to 40A. Conduit to . Charging Station Electrical Panel Schedule Future 50A HOT TUB Currently BLANK 50A RANGE 30A AC#1 40A NEW EVSA 15A FURNANCE#1 15A FURANCE#2 20A KITCHEN 20A KITCHEN 20A OUTLETS 20A OUTLETS 15A LIGHTS t 50A -OVEN 60A AC#2 15A DISPOSAL 15A DISHWASHER 20A ALARM 15A LIGHTS 15A LIGHTS 15A LIGHTS 15A MICROWAVE 20A LOWER SHOP 20A OUTLETS 20A WASHER 20A OUTLETS 20 A AVAILABLE ATTACHMENT B Dennis Graham 33 Spanish Garden Dr Chico CA 95928-8332 899 9401 home 898 6231 office Installation of new M inch "black" pipe to provide Ipg for grill. Quick' Disconnect AND Gas Shutoff Valve Side of House Door Lower Level of House E)dsting Pipe Entering. House The owner is connecting an Ipg ready grill. The grill has a 12 foot quick connect hose. A new 3W' line needs to run from the ebsting house Ipg line to an upper level patio. A gas shut off valve will be installed near the quick disconnect. Garage Door Dennis Graham 33 Spanish Garden Dr Chico CA 95928-8332 899 9401 home 898 6231 office Installation of new Circuit Breaker, Conduit, and Electrical Vehicle Supply Equipment ATTACHMENT A House Meter and Electrical Panel New 40 Amp Circuit Breaker for new lines to EVSE BElectrical Vehicle Supply Equipment (EVSE) IN Level 2 Conductive Charger 240V, 32 Amp All components and Cables New Circuit Breaker in -Meter Panel Charger Installed 40 inches Above Floor Connector Interlock Includes Automatic De -energizer for Vehicle, cable an6Connector Dennis Graham 33 Spanish Garden Dr Chico CA 95928-8332 899 9401 home 898 6231 office Owner Dennis C. Graham Patricia A. Graham "The Bluffs at Spanish Gardens" 33 SPANISH GARDEN DRIVE CHICO CA 95928-8332 Home 899 9401 Work 898 6231 Pro ect The owner has purchased a Ford Ranger all electric vehicle (EV). The utility company (PG&E) will install a new Time of Use meter JOU) into the existing home socket. The owner will install a 40Amp Circuit Breaker within the existing panel and a 25 foot conduit run to a wall -mount charging station. Primary Components See Attachment A: Diagram of side of house showing conduit run to charging station. See Attachment B: Electrical Panel Schedule showing location of new 40A Circuit Breaker. See Attachment C: Owner will install charging station manufactured by Electric Vehicle Infrastructure, Model ICS -200-B Intelligent Charging System. A/4 PERMIT NO. Ala qntRQ1B',, PERMIT EXPIRES OWNER BOB SMITH CONTR. owner ASSESSOR PARCEL 11-41-150 LOCATION 33 Spanjsh.C4ardPn Dr, Chirn Lr, -(-T GAT -V- 2 ob, V,,vs if IkGwr /AlfO Jr i�ff ca tar/ A�- 41 d, A04 fEfl.-Iv 91 Olt '00 44) cap 4 7k - Temp. Power Palo Called Temp. loc TO. ,I Called Temp. Gas Called JOB FINAL Signatu r =OK '0=Not OK ' = Not Re dyable MOBILE HOMESI o \. MISCELLANEOUS Date MOBILE HOME°UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plah')OK except #'s 1. Zoning Requirements-Setbacks-Easements 1. Zoning Requirements-Setbacks-Easements° ' 2. Soils; Special MH Support-Sketch i 2. Footings; Soils-Size-Depth-Spacing-Connectors .Steel 3. Sewer; Location-Test-Fall-C/O-Concrete 3. Decks; Girders and/or Joists-Decking-Bracing-Stairs-Rails 4. Water; Location-Test-Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp-Concrete 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enclosures 6. Gas; Location-Test-Wrap: / /"L"ft. + / /"Nat. or/ /"L"ft./ /"LPG' 6.•Carports;.Windows-Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing-Veneer-Stucco-Mesh 10. Roof; Shthg-Roofing Card-B1 Date Card-B1 Date Card-B1 Date Card-B1 Date 11. Ext.; Steps-Doors-Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements Card-B1 Date Card-B1 'Date 2. Footings; Size-Spacing-Marriage Line Card-B1 Date Card-B1 Date 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test-Fall-Flex Connector1. Setbacks-Easements 7-6. Water; MH Test-Regulator-Connector 2. Soils; Compaction-Structure Stability 7. Water and Sewer Connected-C/O to Grade-HD Approval ' '3. Pool Structure; Steel-Connections-Thickness- Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distances-GFI 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI j 10. Cert. of Occupancy 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 Card-B1 Date Card-B1 Date Card-81 Date Card-B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test-Water Supply Test Card-B1 Date Card-B1 Date Card-B1 Date Card-B1 Date 11 ` UK" Not 1DK - = Not Applicable F Not Ready RESIDENTIAL �Singje and Duplex) Date pUND5RFLOOR (PWns) OK exceDt #'s AFtg., Main; Soils-Steel-Elec. Grnd.-/ [8/" Ftg. De ,,Wtg., Garage; Soils -Steel-/ I B /" Ftg. Depth 41¢tg., Porches & Decks; Soils -Steel-/ /"Ftg. Dei Atemwalls, Main; Steel-Blockouts-Wrapped §p(4temwalls, Garage; Steel-Blockouts-Wrapped lab; Steel -Wrapped Q c 8�eie -Fireplace Ftg.-Steel W.V.; 9&0=Fittip2! - way C/O -Sewer Te 10.13as•Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12.-E4ectric; Underground 13.'P)mms & Ducts; Clearance-Material-Supprt-Ins. 14-irders-Sills-Anchor Bolts -Joists -Vents -Cripples 15-tr Iation Card -131 T4y,% Date SEQ,,( ry_Card-B1 Date Card -B1 Date Card -131 Date Date PLUMBING Permit OK except #'s ifooFat-g-PiTt]c s- omb n Air -Baffle Water Pipe; Test & Anchors- ai ro action 1 .-D W.V.; Test-Fttngs & Anchors -Nail Protection �we an , First Floor -Tub Access 20. Test Tub'& Shower, 2nd Floor -Tub Access V. Gas Pipe; Size & Anchors Card -131 (!;,6 Date4_t., o Card -131 Date Card -B1 Lamr, Date r,.( a-,CWard-131 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 24: Elec. Receptacles Spacing -Lights & Switches at Doors 2oC Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Groolld made up w/Mech. Fastener and s & waiter 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. -SvWeed Wire Size / / ga. Cu or AI-A.C. Wire Size /67/ga. Cu or )l o e", Range Circ. / Cpl ga. Cu orkDOven Circ�.J+/c� / ga. Cu o.r Insulated Neutral Yes 80-SerMce-Riser Conductors & Ground -Main Disconnect 3/! Equip. Clearances Panels-Motors-Mech. Equip. .clothes Closet Light -Shower Light -Spa Light Smoke Detector Card -Bi ( Date4_5�/Gl a Card -B1 Date Card -131 GG Date 5-23,,JoCard-B1 Date Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support g8. Vent Fan; Exhaust above insulation 36. ondensate ain & Overflow; Size & Grade Furnace t• Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -131 �.,G Date4,5-qn Card -131 Date Card -131 /,r, Date,�,I%A6Card-B1 Date Date F MING (Plans) OK except #'s Sills, Proper Material Anc rs Walls Studs -Nailing, Spacing & Bracing—Plates-Sound 4.• Bearing Walls over Girders & Floor Nailing �4 Draft Stop in Walls (rat proof) 3 Fire Stops; Furred Ceilings -Stairs -Chases -Tub 40' Header & Beam -Size & Bearina Date FRAMING (Continued 45. Hangers,-�PUst Caps -Anchors -Connectors CIng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or TyppOA Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles !K. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions (WPGarage Fire Protection Framing y(. Property Line Firewall & Openings Ext. Doors -One T -Check Garage -3rd story, 2 exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers . Siding -Nailing Veneer 56PS4acco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic '58. Shear Walls; Nailing -Bolts ,%.-InswWion-Waifs-CI . 6 .Infi ration- s- dws Card -131 (7G DateL,S-Gjo Card -B1 f'vl, Date rl.d Card -131 (�= Dater T3_q6 Card -81 Date _Q Date FINAL (Plans) OK except #'s 6r Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting Le4rG.F.Q& Bath Fixtures & Tub Access Spa 6 ec. Trim & Subpanel; Breaker Sizes- Labels Stairs & Rails Tel tec. Outlets at Wood Panel; Int. & Ext. 7 . Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter . Garage Fire Door; Swing -Landing -Closer "73--A-C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air -Connector P In Garage; Above Floor-Mech. otectio W'Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Insulation -Foam -Looked in Attic ❑ Yes 8 Guard Rails & Deck Construction -Post Caps f Fwmr n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; ' Planters ❑ Yes ❑ No Stucco; -Fi nnect 1 Plumbing ,§0,,V6nts Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84 -Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 864entilation throughout House 8Z,Protection s1 8r.22Lfectiqpelrom Previous Inpections a st eters Tagged; Gas -Electric Wate er Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Roofing Certificate Card -B1 CSC; Date 11�pB:IoCard-B1 Date ' Card -131 Date (Z�j% CjiCard-81 Date Card -131 Date jZ.e j,1Z0 Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) -1— ENERGY CERTIFICATION S DG.,A; sL% G� AQ-Y,s LOCATION A. P. NO. ROOF MATERIAL 13RAND NAME THICKNESS THERMAL RESISTANCE (R VALUE) EXTERIOR WALL MATERIAL FIBEGLASS BRAND NAME CERTAINTEED THICKNESS (INCHES) CIC T14ERMAL RESISTANCE (R VALUE)_ CEILING BATT OR BLANKET TYPE FIBERGLASS_ BRAND NAME CERTAINTEED THICKNESS [c7 THERMAL RESISTANCE (R VALUE) LOOSE FILL TYPE_ FIBERGLASS BRAND NAME CERTAINTEED MINIMUM THICKNESS(INCHES)NUMBER OF BAGS WT PER BAG OS LB AREA COVERED (SO FT) THERMAL RESISTANCE (R VALUE) FLOOR ELEVATED NAME CERTAINTEED RESISTANCE (R VALUE)� NAME RESISTANCE (R VALUE) NAME RESISTANCE (R VALUE) I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. HAWKINS INSULATION FIRM NAME/OWNER 379407 STATE CONTRACTOR'S LICENSE NO. 5 y � SIGNATURE DAT I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACHMENTS HAVE BEEN INSTALLED AS REQUIRED BY THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. ALL EQUIPMENT, DEVICES AND MERTIALS ARE OF THE QUALITY PRESCRIBED OR ARE SPECIFICALLY APPROVED BY THE STATE OF CALIFORNIA. FIRM NAME/OWNER SIGNATURE GEN. CONTRACTOR/OWNER STATE CONTRACTOR'S LICENSE NO. DATE —1•- -4,11 MATERIAL FIBERPLASS BRAND THICKNESS (INCHES) THERMAL FLOOR, SLAB MATERIAL BRAND THICKNESS (INCHES) THERMAL FOUNDATION WALL MATERIAL BRAND THICKNESS (INCHES) THERMAL NAME CERTAINTEED RESISTANCE (R VALUE)� NAME RESISTANCE (R VALUE) NAME RESISTANCE (R VALUE) I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. HAWKINS INSULATION FIRM NAME/OWNER 379407 STATE CONTRACTOR'S LICENSE NO. 5 y � SIGNATURE DAT I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACHMENTS HAVE BEEN INSTALLED AS REQUIRED BY THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. ALL EQUIPMENT, DEVICES AND MERTIALS ARE OF THE QUALITY PRESCRIBED OR ARE SPECIFICALLY APPROVED BY THE STATE OF CALIFORNIA. FIRM NAME/OWNER SIGNATURE GEN. CONTRACTOR/OWNER STATE CONTRACTOR'S LICENSE NO. DATE —1•- -4,11 CERilFICATEOF E OF TIMg�_ a 2 A cc eci ITOC 2 CONFORMANCE /HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (RITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, nrpgnn , 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: 33 Crani sh Qardens JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO. 5975 DATE 2/ 5/ 9 0 MFGR'S ORDER NO. 18859 Members have also been manufactured to the more restrictive rovisions of P.S. 56-73. SIGNATURE - �'1.L��ai�w �. �./Z.IiLL�J<% COMPANY Riddle Laminators TITLE Quality Control ADDRESS Riddle, OR DATE 2/21/90 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with 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 to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 64020 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECE1VFD FED 11. 61990 KELLER LBR. SALES Q 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION The glulam members of the job covered by this certificate are stamped with one of the following type quality marks. Each qualified plant has an individual qualification designation. The designation "P-143" shown on the typical quality marks below is not assigned to any plant and is used only for the purpose of illustration, ' A TYPICAL CUSTOM PRODUCT QUALITY MARK P-143 AITC designation of qualified licensed plant QUALITY Q ANSI/AITC 1 MSPECTED A 190.1-1983 Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality control system which is periodically inspected by AITC Indicates conformance to ANSI/AITC A190.1-1983, Structural Glued Lamin- ated Timber A TYPICAL NON•CUSTOM`PRODUCT QUALITY MARK USE identification o ` structural use, desig- nated by symbols: �—simple ^span bending member; C— compression member; T—tensioh mem- ber: CB -continuous or cantilever span ARCH- , bending member Designates appearance grade. IND— P-143 Industrial. ARCH—Architectural. PREM—Premium PSI I V I SPECIES AITC designation of qualified licensed plant and wet -use adhesives. When dry -use adhesives are used, the letter QUALITY � 000.00 OOF_XX D is added 1 MSPECTED ANSI/AITC Name of wood species used Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality control system which is periodically inspected by AITC A190.1-1983 Designates applicable AITC laminating specification and combination symbol; for example: "117.85, 24F -V3". Indicates conformance to ANSUAITC A190.1-1983, Structural Glued Lamin- ated Timber ► For custom products, the details covering the product are included in applicable documents. ► For non -custom products, essential details are included on the stamp. IF L CT IMOHEEMHa 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 ^c (916) 872-0254 P August 14, 1989 Project: Bob Smith Residence- Subject: Concrete Retaining-Bear.ng Wall - Construction. Justification The• -Basement Foundations for this Single Family Dwelling were designed with - - an 8".thick and 8'-0" high Retaining -Bearing Wall along the rear of the Garage. See "Residential Foundations" .talc's by FLT Engineering, Job No. 9258, dated May 1989. The Garage side wall Foundations were designed as 6".thick and 4'-6" high (max.) Retaining -Bearing Walls. At the intersections of these two walls a stepped footing from 8' depth to 4' depth,'being correctly provided and the 6" thick wall height will become 8' and 6' for a span of 4' to 5'. Based on the review o the Construction Plans and Structural Calc's, I concluded, that the 6" thick wall with #4 @ 24" o.c. vertical and #4 @ 13" o.c. horizontal will provide adequate support for the gravity and the lateral loads. Dowels, #4 x 12"/2.4" @ 13` o.c:,,shall be provided from the 8" thick wail to match.th6 horizontal reinforcing of 6" thick walls. The same applies to 6" thick Retaining -Bearing [Malls @ Entry. If you have any further questions please call this office. Co: Bob Smith - Owner Sincerely yours, Frank L. Tyukos RCE 32434 COUNTY OF BUTTE DEPARTMENT OF. PUBLIC WORKS 1,. 196 Memorial Way, Chico —Phone: 891-2751 r t 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 c-- CORRECTION NOTICE OWNERPERMIT 0. Pczm�T kxP� R��— 06�A1A/ QC2m1T To Co/vlPtrrrE A, routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, orj�d additional explanation, please contact this office immediately. 1'tc0=, - AT- F-N� 1cl r-C/4FA/ C1 R, '+ I hl5 rl+u. f'Jr e t Cr 5 royit /,V , Arvl F- lean m . 1 S�Ism Ir $f94P to/A; r_ co L -b Pj OE< A A6 drJ n PC 2 'm 0L T -S Qa,/'Jr1.J& 60,,JWAR�c, of t� � o � � C' c� si .✓G� a yrs fA 1 cL tall n/ aW 1:�7rr-lq /; n ��'1►;'l1; 1„J r s r [_r,JG n r- [AP<C-11 r? S (—A/24r M 1nl :3 f,✓ r-IZv VT- t'✓/ 30 fes✓/ t rlly �O 1 �L \ S,YigAK P-3 p 15C°aN-�rCrig - /_\ ;J ,r A c i SA e k rt o / as r t3 ► as' �Date 1 Z- 1a-�16 Inspector /Anl.-���,r� rlt � �3�R1�1 PF�12r��r �aR �aJtt-1��A� ��CKtn►G �. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE �. a OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is have an you If completed. p y y question pertaining to this matter, or need additional explanation, please contact this office immediately. p,1� 1/`�SfIA�C Z oo CL_jjA RPV,4eC �ye`'�9 Q S" I, Inspector ,/ / / Z(. - ,,,A Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS I I 1 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE f -rj4 sd -8g OWNER PERMIT NO. ;- A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. `5-- lg( it LI'tM 1' fSfLa A_ /'►�i.O.T�GlfA/ls - (` 1,✓5f-AtL (TitLWLE h l s��tic �s_ ter` o�g_ ��_rr�c ��2 r�) 2r,,:r �;,,ts.l'C— t3�,ac►� (y1r�claG1.�IGtaL 2w'_Glsr►�n_� '`• lqr'- Si61/06 aQT e0AlPC G IV LJ61i(L (V.kb s, �5 N ���ra- Z 11"le J �tnl ILP -Y 104, Inspector Date 0. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way. Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT N[O. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office A when correction of work Is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. Inspector Date .�6 COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orpville, G'talifornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZC)NING PERMIT NO. 232�-� 11-41-150 SR -3 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VAI 11ATIt7N Bob Smith 345-4340 MAILING ADDRESS P.O. Box 2054. Chico 95927 ] CONSTRUCTION LENDER LENDER'S MAILING AC ARCHITECT OR ENGIN LOT NO. I SUBDIVISION NAME USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other TYPE OF WORK New ❑ Addition ❑ R//emodeI ❑ Uri'\lities ❑ Describe work: lie Bedroom t UNKNOWN O. PARCEL MAP 100-52 SPECIFY Fireplace Total Valuation $ Filing Fee Permit Fee Oa Fee Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home TS G W Installation❑ Other a Permit Fee 1�1"K CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for is reason WORKMEN'S COMPENSATION INSURANCE I declare un er penalty of perjury (check n 1 ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate f Consent to Self -Insure. 01 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities judgm ts, c ts, and expenses which may in any way accrue agains id ounty n con quence the granting of this permit. XDate C Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Receipt No. 7000 !7 WHITE-D.P.W., TELLOW-ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT $ 281.5 $ $ $ 291.5 Filing Fee 2.00 20.00 5.00 5.00 5.00 5.00 10.00 e 10.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST.(DWELLING OCCUP.& OR ADONS. ACC. BLDGS. 2/20sgft NEW CONSTMULTI-OUT L NON .RESID R BRANCH CIRCUITS 2.50 ea (POWER APPARATUS .&) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES .2ALO 0@5 0 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation I Permit Fee $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CONST TYPE I TOTAL FEE $ 291.50 HAZ I CUA PARK I SCHL I FLD j PAR I PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC F PU L WORKS By Date PERMIT EXPIRES Date 7/12191 COUNTY OF BUTTE - Department of Public Works .r- 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the Major labor and materials for construction -of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (C^triTM the following persons to provide the work indicated: Signed: Property Owner Social Security Number Date�C? NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831.and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I/ av/have not ��/�r� signed an a plication for a building permit �f.O�ttie proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name _ Address _ City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address ; City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the'California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE- DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Ot'oville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 11-41-150 ZONING SR -3 BUILDING PERMIT OWNER Bob Smith- TELEPHONE 345-4340 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 2054 Chico 95927 1ST RENEWAL CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee 1 $ 281.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee 1.50 $291.50 PLUMBING PERMIT Filing Fee 10.00 33 Spanish Gardens Dr.. Chico Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP I100-52 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ® Duplex[! Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W O.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U ' lities ❑ Installation ❑ Other [ Describe work:� 1Gt Renewal of B.P. #1850-89 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BOOV OR LESS 100 AMP OR LESS 10A0 Main service EA. ADD'L 100 AMP 2.50 r + CONTRACTORS LICENSE LAW I declare under pe ity of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code ford is reason NEW CONST. DWELLING OCCUP.p OR ADONS. ACC. BLOCS. ) , /20sgIt NEW CONST R. ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea. POWER APPARATUS e SINGLE OUTLET CIR. ) Ex. Occup OUTLETS OR FIXTURES 20030¢ eALO 30 Ex. Occup. OUTLETS (RESID.)FIXED APLNS. REA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury 4h on 1• ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Aw X Date Signature of Applicant — Owner ElContractor❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $291.50 HAz I CUA PARK SCHL FLD I PAR I PD FD ISSUE This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. p DIRECTOR OF PUBLIC WORKS y Date PERMIT EXPIRES Date 7/12/91 Receipt No. wu��-.n P w -1 . nw..aa.¢anP P.0 M.iucPCl'TnP 1n1 n�u onn••PPi 11- FLT ENGINEERING County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Project: Bob Smith Residence /fra _ P7 /I- yl_ / ,�-a L_ (916) 872-0254 August 14, 1989 Subject: , Concrete Retaining -Bearing Wall - Construction Justification The Basement Foundations for this Single Family Dwelling were designed with an 8" thick and 8'-0" high Retaining -Bearing Wall along the rear of the Garage. See "Residential Foundations" .calc's by FLT Engineering, Job No. 9258, dated May 1989. The Garage side wall Foundations were designed as 6" thick and 4'-6" high (max.,) Retaining -Bearing Walls. At the intersections of these two walls a stepped footing from 8' depth to 4' depth, being correctly provided and the 6" thick wall height will become 8' and 6' for a span of 4' to 5'. Based on the review o the Construction Plans and Structural Calc's, I concluded, that the 6" thick wall with #4 @ 24" o.c. vertical and #4 @ 13" o.c. horizontal will provide adequate support for the gravity and the lateral loads. Dowels, #4 x 12"/24" @ 13" o.c., shall.be provided from the 8" thick wall to match the horizontal reinforcing of 6" thick walls. The same applies to 6" thick Retaining -Bearing Walls @ Entry. If you have any further questions please call this office. Co: Bob Smith -,Owner Sincerely yours, Frank L. Tyukos RCE 32434 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS P RMIT N0, -� 7 County Center Drive - Q'roville, California 95965 - Telephone: 916/538-7541 V7-1 APPLICATION AND PEAMIT IF f ASSESSOR P Eli ER /r a 1 zONIN 3 BUILDING PERMIT OWNE TE PHONE 3- gN3Lo s02 ff. oCC. BUILDING VALUATION OWNERMAILING ADDRESS P' IV CONTRACTOR'S`N•'A%M ELEPHONE i�11���d i/ lel CONTRACTOR'S MAILING ADDRESS Fireplace it 000 - CONSTRUCTION LENDER UNKNOWNTotal Valuation $ Filing Fee $ 10.06 LENDER'S MAILING ADDRESS Permit Fee ; ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee 5 $ Energy Plan Checking Fee $ I ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS We i Permit fee $ �.+ PLUMBING PERMIT Filing Fee 10.00 Trap 1qJ 2.00 oAdicEach IT-(. Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAi ®r% s Water piping 5.00 Each qas water heater or vent 5.00 c fry USE OF STRUCTURE SFkl Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets ZZ 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New Addition Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 94, l Permit Fee ; Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW ' 1 declare under penalty of perjury (Check one): ElOWER and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) Lrd I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a OR ADONS. ( ACC. BLDGS. , /20sgft NEW CONSTR. MULTI -OUTLET NON-RESID .BRA C CIRC ITS 2,50 ea . APPARATUS a (SINGLE OUTLET CIR. ) EX. OCcup(OUTLETS OR FIXTURES 20050t eAL030 FIXED ALNS Ex. (7CCUp. OUTLETSP(RESID.)REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Yirin 9 15.00 Permit Fee WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor Al MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling j Hood 3.00 Ventilation 3.00 Permit Fee $ i Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all li ities, judgments, c sts, and a penses which may in any way accrue agai t d Count in co equence o e granting of this permi X Date flz� Signature of Applicant — Owner," Contractor ❑ Agent An OSHA permit is required for.exc otions over 5'0" deep and demolition or construct- ion of structures over 3 stories in h ,g 4. Mobile Home Installation Fee ; Energy Inspection Fee (?,U TOTAL PERMIT FEE �- occu P. �� coNPE JSCHoq;,f`FL0J0DARCELL^D ND ISsu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees L 1 ECTO F PUBLIC By PERMI EXPIRES Date the applicable provi- resolutions to do have been aid. P WORKS AF Dat 77 / 3 Receipt No. `-'- WHITE-D.P.W.. YELLOW -ASSESSOR, P K -INSPECTOR. COLD ENR D-AP►LI ANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC \WORKS - BUILDING DIVISION A • 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA gb965;TENEPHONE: 916/538-7541 PERMIT APPLICAtiOWDATA SHEET ®_ Permit No. ,A)eU1 OWNER sI-� A ,9�✓ Proposed Building Use Aldi-) Building Inspector—,/14Date t,;qh r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacture'r's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 1. Park fees paid ..................................................... e'll 2.�A��r� School District fees paid ................. 3. Sanitation approval from % Health Department 9 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Ins ection for re ulred , , , , Pre-Insperequest to p q •Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .. %)23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Appl icant�s1WZ Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--nail—counter by Contractor, designer, Plans checked by Sets of plans on hold in Copy—DPW advised of above required data by_phone_mal A?"lu Plans approved by File cabinet AP folder _ date_ date — Date I r TO.: Suildinc Department FROM: Environmental Health SUBJECT. Sanitation Clearance f \ . Goer -- — V Location. Flan Amnj.ovdd for: Sewace Disposal Mold f final for or: Final clearance O.R. tor: Clearance ®or bedroom -fie home. NNOTs xa _ Other APO Water Supply Water Supply Water Supply Date Sanite lan RetUrn to DPW AGRICULTURAL STATEMENT OF' ACKNOWLEDGEMENT 8 9- 2 3 9 1.5 FOR -RESIDENTIAL DEVELOPMENT Section 26-8.1. of the Butte County Code ' requires this acknowledgement be recorded prior to issuance of a building permit.- The ermit. The property described herein is adjacent 89-023915 ; Rec Fee 5.00 to land or included within an' area 'Zoned ; Cash 5.00 .for agricultural purposes, and residents Recorded ; of this property may be subject to incon- Official Records ; veniences or discomfort arising from the including, County of Butte PARTY SHOWN use of agricultural chemicals, but not limited to herbicides, pesticides, Candace J. Grubbs ; and fertilizers; and from the pursuit Recorder ; of agricultural operations including,. 8:01am 29 -Jun -89 ; VS 1 but not limited to cultivation, plowing, ' spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- turalrones which have as a.priority use for productive agricultural purposes•, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 3, as shown on the bkap entitled, "THF.. BLUFFS AT SPANISH GARDEN", which Map was filed for record in the office of the Recorder, County of Butte, State of California, on July 1.9, 1985 in Book 100 of Maps, Pages 52, 53, 54, 55 and 56. EXCEPTING THEREFR(11 a 1 foot no access strip located along the Southerly boundary of the above described parcel of land as dedicated to the County of Butte, arKi as chov.n on the u!::wc' referenced Map. RESERVING THEREFRCM, an easement for ingress and egress over and across Spanish Garden Drive, as shown on the above referenced Map. Said Easement is for the benefit. of and appurtenant to the remaining lands of the grantor and Wray be used by all persons who may hereafter beccue owners of said appurtenant property or any parts of portions thereof. Date: :�— -?- /4 PROPERTY OWNERS: State ofvCALIiLNIA) On this the 21st day of June lq 89 before me, ) SS. the undersigned Notary Public, personally appeared County of BUTTE ) Robert Smith Joyce Smith .ommwnnnwmuuunnmumm�muumuna„um;nnnm,�,�wmm�uo Q Personally known to me. Q Proved to me on ' - of satisfactory SHEILA BRANDON NOTARY PUBLIC -CALIFORNIA= to be the person(s) whose name(s) are PRINCIPAL OFFICE IN _ subscribed to the within instrument and acknowledged that. they__ BUTTE COUNTY My Commission Expires April 12, 1991 executed the same for the purposes therein contained. IN W.1`I'Nl:SS t+Iuwnnuu,c,unmuunwciuuunuunuw,,,,,,,c,,,,,,,,,,mnuuuu,,,,c,. WHEREOF, I hereunto set my hand and official seal. the basis evidence. o i- Present A.P. No %T� �f;l ' Notar Public _ .D Of DOCUMENT Llig . cn CC) LL p LE O ,E) 0 COUNTY OF BUTTE.s Department of.Public...Works 7 County Center Drive,.Oroville, CA 95965 . Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit.has.been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid �unnecessar.y delay,.n.processing and i.asuing your building permit. No building permit will be issued until this verification is received. 1. I personally.plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. 1 (have/have not) XA U signed an application for a building permit. for the proposed work. 3. I have contracted with the following person (firm) to.provide the proposed construction: Name Address City Phone 'Contractors License No. 4. ,I .plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name - - Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address .. Phone Type of Work Signed: Property Owner Social Security Number Date (� C3, NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 114 5/89 RESIDENTIAL. PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) !� terior plaster —weep screeds (Sec. 4706). &/oper roof pitch for roof covering (Chapter 32). "oof covering type - (f.ire hazard). fter ties or .bearing ridge beam.. 41f�rage door or porch header sizes. L9! A equate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. _11—.-TwLo exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). ,IT.'qqLderfloor access and ventilation'(Sec. 2516). 1 . Combustion air for fuel burning appliances. Noise requirements on duplexes. be soils = special foundation design. 'ing walls requiring design. usual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. Z� QCs LAA*�L) ,� ctiv�� .L1 yr 6 2. L� �� c 6A/ l v i A)6 QcP oc.� a -"ea s S 04/0cj7- AJ,o c d4*r V C_ tro P PC4TA ho c. o c Taw ac i&s ®s r7& -°&W rV • c c �- i . 7 -3 99f o 'o&6 44. _ HC> 7.1&114 DuJ Y00� sF � � 3 YS 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F.; DUPLEX & MISC. ONLY) Bldg. Permit OWNER B.a8 5.11 i F-/4 A.P. # GENERAL Zoning requirements: (sideyards and number of permitted living units). 2;1aluation. Lans signed by designer.. rgy Design and Compliance. Existing violations on property. Items on data sheet. PLOT PLAN complete parcel size and dimensions. g/,8etbacks, sideyards, easements, etc. her buildings or structures. /Mrading, fills, drainage. � ood hazard. b Special conditions on creation map or compliance document. 7. FAU & FAS road setback. FLOOR PLAN Y Complete to scale plan with dimensions. ,Required windows for light and ventilation (Sec. 1205). G� equired windows for second exit (Sec. 1204). 4/ Skylights (Chapter 34 & Sec. 5207). human impact glass (Sec. 5406). equired room sizes, ceiling heights (Sec. 1207). i� " CIs in baths, garage, and exterior outlets (Article 210-8).° Light fixtures, switches, receptacles, and exterior receptacles for maintenance �f mechanical equipment. 8! Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. kg --"Garage firewall, door size, and closer (Sec. 503(d)(3)). l - 3'0" exterior exit door (Sec. 3304(e)). replace and wood stove location, alcoves, and clearance. 1.1amoke detectors (Sec. 1210). r A STRUCTURAL DETAILS -..�Foundation plan complete enough to construct building. R�O�i�-'�S or construction details complete enough to construct building. Elevations and wall construction details complete enough to construct �build�ing. Roof construction details complete enough to construct building. <-5—Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Y� tairway details: landings, rise and run, head clearance, handrails (Sec. 3306). ardrail details (Sec. 1711 & 33060)). Brick or stone veneer (Chapter 30). V BUTTE COUNTY SCHOOLS DEVELOPMENT FEE `CERTIFICATION FORM (One Form'per Building) A.P. Numberl/"4/—/' Building Department No. School Districtei(Sd City = County Q Jurisdiction Property Owner Project Location/Address V9PAV=S G49-,06%6 Subdivision f s Lot Number ,33 Residential Development: Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Buildi�rig Departmentyo`R'epresentative V +' Date (Floor Plans reviewed by School District Personnel) ',District Id No.q'y School District certi-f ies that ` �o•�� 43 (Applicant Name) `(-Phone Number) If -(Stteet Address) (City) (State) (Zip"Code) has the Resolution No. j0 - complied with requirements of by the payment of $ J. rl 9,�, (TD representing 0,;?o C) square feet . School Dstrict Representative 'Date' PAID BY CHECK NO. BANK NO PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) Butte Co Buildinq Cenartment June 28, 1989 7 County Center Dr. Oroville, California 95965 Re permit #1850-89 Dear Sir:" /NSi CLIC The Kitchen Shown on Lower floor nlan will not beand a wet bar will replace it: Yo truly �. t Obert �1. L A N D O F NATURAL' WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: w. RONALD D. McELROY Deputy Director RE: Building Permit No. Expiration Date (A. P. No. With reference to the above subject, our records indicate that your Building Permit on the above date. Building permits are.valid for one year and should construction be started but not completed by the expiration date of the permit, -the permit shall be renewed for 1/2 the original Building Permit,Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. r. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any questions concerning this matter, please contact the office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be cQmpleted and signed by yo'u"where indicated and returned to this office together 'wi.th the fee shown. Please return all copies of the application form. Thank you for your prompt attention concerning this matter. Yours very truly, William Cheff Director of Public Works Glander JFG:aj 6 Chief Building Inspector Attachments: Permit Application Owner -Builder Information Owner -Builder Verification. cc: Building Inspector - Chico - 196 Memorial Way/891-2751` Paradise - 747 -Elliott Rd./872-6307 Q '`npa �\AA m -k--)ava)O�) O 9 ----" _ h i 10 .Z .Z s�o� 'BOUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS TC:duhty'Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AN`D PERMIT [ /�PERMIT NO. QQ�� TJ���CJ ASSESSOR PARCEL NUMBER ZONING SR3 BUILDING PERMIT OWNER Bob SMAIL TELEPHONE 345-4340 SO. FT. OCC. BUILDING VALUATION 234 1,170 OWNER'S NG ADDRESS PO Box 2054 Chico 95927 CONTRACTOR'S NAME Ownpr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 20.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3 Spanish Garden Dr. Chico Permit tee $ 45.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OFS RU TtAR SF � Duplex[]Mobilehome❑ Other SPE CNSR Gas piping system 1 - 5 outlets 5.00 Building rwer 5.00 Mobi le me S I G I W 1 110-00 e TYPE OF WORK New❑ Addition [I Remodel❑ Utilities Installation❑ Ot er Describe work: 13x18 o en d k P Fee Co actor $ ELECTRICAL PERMIT Filing Fee 10.00 M in service ;o°o AMP OV OR RSLESS 10.00 ain service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICEN E LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I %I 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Ew CONST. DWELLING occuP.&` OR ADDNS. ACC. BLDGS. / /20sgft NEW CONSTR. ULTI.OUTLET NON•RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occu p OUTLETS OR FIXTURES 20®s°e 9AL@30 FIXED APPLNS. OR \ Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Nott a to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to Vsave,demnify and keep harmless the County of Butte against all liabilities ts, costs, and expenses which may in any way accrue against id oconsequence of the granting of this permit. X Date — — Signorure of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSH permit is required for excavations over 5'()" deep and demolition or con truct- of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ ALSCHE 45.50 .5E HAz cuA PARK PAR PD HD I This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date LReceipt No.�34�R� — 40-75�� 9O D '"�� TE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT `� -. y..,, , �, ..�,. �•...-.�,r w.1-ay^,,..y..'F..r +,..-. :'t,.yx:j1�-r=.1�:'..-Yl:,y ..y.. :1Y�,.;.ryV t..... •... .. COUNTY QF BUTTE - DEPART-.MENT `PFS FtBLIC WORKS - BUILDING DIVISION, `• 7 COUNTY CENTER DRIVE : OROVILLEj-tAf1r 3k1NIA 959 -5 - ELEFIIONE: 916/536-7541 -- y Y 9 a ' PERMIT APPLICATION DATAeSHEET` Permit No. t ` S O OWNER O — '�� A. P. No. Proposed Building Use .5Building Inspector i1'1tCi Date )2.--10—?o At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation qata including manufacturer's installation instructions . _"". Fees of 7 t{{,�s tl:ls ry:Z6................ 11. Chico Urban Area f s ai 12. Park fees paid ... ..................... �3. Sc of stri fees paid ........ . Z. V P4 Sanitation appro al from t v Health Dep ment ZCity of Chico plumbing permit. 16. Plot plan and business licen a royal from Ci of (see City for other requirem nt ) 17. Planning approval for (A) U e: (B) P in w 18. Improvements may be require .Con t nd evelopment S ction DPW 19. Driveway permit (construct on proval required prior to ccupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner.....4 24. Recorded copy,of Agricultural Acknowledgment Statement 25. Letter of signature authorization ................................... ^ 26. _6 1Q4C rwt _ % 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant Date Copy of Haz- Mat corm sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted pr 1. Index permit for above items No. 2. Additional items required: to perjnit issuance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phonema counter Kate 3 Contractor, designer, owner, was advised of above required data by_phone_mall�oun r by date Plans checked by Date P�s approved byn`:/ Date Sets of plans on hold in File cabinet Le" AP folder Copy—DPW ww _COUNTY OF BUTTE - Depar debt of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: . An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit . will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) YAI C_ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions to coordinate, supervise, of this work, and provide the but I have hired the major work: following person Name Address City Phone 5. I will provide some of the Contractors License No.;, work but I have contracted,r'(liired) the following persons to provide the work indicated: Name Address O. ,,� t�•� .Phone Type of Work Signed: Property Owner. P—Wetfs-Z Social Security Number Date _ - 6 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. �f ir Y_(s 0 lq6l B0 nlb �00 Butte Co Building Department June 28, 1989 7 County Center Dr. Oroville, California 95965 Re ; Permit #1850-89 Dear Sir: � . The Kitchen Shown on Lower floor plan will not be-ws,&d and a wet bar will replace it. Y< trul/y \_ �L Obert J. 't -property Ones -and -a soVmk of 50 ft. from the roam centerline shall be clear of for a 2 ft. ewe overhang. I.Lup This set of plans and specifications MUST be 2L6Afz_ 0r -Aa ke-p-t-o-n--t-he" 1-"o'b.*a-ta-litimes -and iti-s-u'-n'la'-wfult*c, make any changes or alterations on same with.; --out writtery permission from- the- Department -nf public Works. Countv of Stytt,- NOTE-,AD Materials & Workmanship :Shell- Shedl- Be in.. A666idc nce Wifli Recognized Good Practices and of a qualify proscribed for the Specified use in fhe A Uniform Building. Plumbing & Mechanical Codes aw the Neflorw! Elactrical Cod*. AIDOi-o ,nod BUTTE COUNTY - -- ------- BUILDING DEPARTMENT APPROVED VA PIES 36" MIN..' lU m 7 P O ,a G7 � C7 K nA M rn�D N N N % E; - C) C) m G") 30"- 34" J/HkORNL MEIGHT t r4, a x' , X r� '`w C O r 0 o z N II O D -f b O l a cn 0 v 0 On -n m 7 0 G 30" MIN. STAIR `G F=- 0CD 7 m V 7 CD 0 o CD 0 X n T C cn W (D N Lri O � � v I � lU m 7 P O ,a G7 � C7 K nA M rn�D N N N % E; - C) C) m G") 30"- 34" J/HkORNL MEIGHT t r4, I , X r� '`w C r lU m 7 P O ,a G7 � C7 K nA M rn�D N N N % E; - C) C) m G") 30"- 34" J/HkORNL MEIGHT r4, -,i r o z N II l eM cn 0 m G 30" MIN. STAIR F=- � W i DT4 7 X COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 BOB SMITH P 0 BOX @i UX 20.54 RE: CHICO CA 95927-2054 With reference to the above subject: / / Attached is: OTHER PHONE:.916-538-7541 DATE February 6, 1991 Permit appin 34344-91 for open deck A.P. # 11-41-1.50 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced / � We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: yyy 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. / / OTHER Please submit the above i tam an that era nap j g2upyagyp®gm-0 t o Should you have any questions concerning the above, please contact DAVE WASNEY of this office. Yours very truly, William Cheff Director of Public Works b J.F. Glander JFG/aj Chief Building Inspector �LT -BY ........ DATE 5 U B J SHEET NO . ......... / ..... OF ...... t z CHKD. BY ...................... DATE...--...-.-.--.......... .69.JOB NO . ...... ......... .. �*!; ... ...... --------------------- .. ................................................................................. .............................. ............................................. . .............. ................ .0 ------ --------------- ------------------------ FL T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (916) 872-0254 /-9 7, Sy -T;-6- y /=z:>,0 -C- /7�-Z /L lrY ePl= C4PKAC, 177r�_ Z"'t '5'e (:�' �,�,,tc,1771 OT 0,t�O As 1,)o, 9¢ao5-j=,&-;e 4ff �_c vla,6 0.9, ,Z 07-77' 3,>- lr-�. 7- of 777�-Ch-&-Z> BLJTrF- COUNTY BUILDING DEPARTMENT -APPROVED 4,f-77, 7J. 6;� 412 Ira- Z"r-�,F TO e6='9,1s r A rx e--/ff 77, 3,31Z ZV '?'Z �;o-Ess/ L. T� -Z o 243. cl OF C �94e,;6Zg ht/7ZV pie �Tivcs a Y� Sn�i>y ` BY......... L` ..............DATE..... /!... SUBJECT S.C�" .L,l.!.....-.;..LGCL/ 1„/,�,D�S 5HEF_TNO.......l¢ ....0/F.... //....... YC_.!....0 .... E....... GH KD. BY.: .................... DATE ............................................. :.......................................................................................... -... _.............. JOB No.......D t1 /. 1�Try'. -- -74-, D%D X 3• �/” < l6 G 3 7 l-�e 8���.6' _- A `f-� z /Y = Z. x Z Z r. (2 2/Z z 7? Sd!*-�c Ul5 (h) /0&7fC77or0 _e , Z9 j WA,47-1,4W&t-r 6/ 7,g- 0�9 X- /$' BY.......1...............DATE....`..... SUBJECT�.�.�� . l��i .....SHEETNO........ / .OF.....:7 .. CHKD. BY ...................... DATE ......................... yW�..... I( GE..% �jS f �. C[ ZL�.... JOB NO. ..... _... F:P.e C.?................... ... ....................... _............................................_.....:._.........................._. F L `i- ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (� (916) 872.0254 7-f ar—l� Th'c ,e&7�,e ' SVuCCD RDx x./`fes , /'?-' 42> 4/7T — 7x (3/ f 733)/2x /2 �. �(`_ �.. �/ 7FL / � � -, &. � a%.e- - - 7x 7, 3 3//2 �, F - - 7, -/ �J x % .33 G 73 0 ,0*4mp zox) ZqD 7, 73 S D/ S'&797- s . /fix , OZf,��3�' ��/2 - ?.,33j'< Gr f 7 33)1- / 4- . rx J +67 Ir =0, X92 I BY ............. I .............. DATE ...... 71110 SUBJECT4!./`..�� .... SHEET NO...:..�Z OF CHKO. BY ..... ........... 4 .... DATE ......... . ............. ............. I 7#0,6� ............................................................................................................. . ...... JOB NO . ................................... . ............. • .............. .................................................................... .............. .............................. ................................................... . ............................... ................ -- ...................................... ............ /fix (040,,.c 7, 3.3x Lx 2) _,JV 73 /yam = 1.x , �d'� X � z= � �a �� 4C3 1`7 7., J11.3 (/Y', Fx 2,33x 71, e9lq'x 2, 3 —3) 1211, so /, 33 = -77. ?a 11C.),3f 60,E g &C A -7 ./Uo ll;� 4� — 7054> Z%/F/l 1497DA 1-3�3 CAP33�I'n (�d� — z�c 7, f'— d :T��c I, �3/9� = 2S�C% T 9 i BY........... `.......:....DATE..... �1.-... SUBJECT. ��G��....!........ ..............................-. SHEET NO...... j. .... OF.................. CHKD. BY..._.................DATE.....................:.................................................................................................................................... JOB NO.............. ............. 4Ev5Z�sJ 73' -'A'sT fa° 62 /o07 L S T R U C T U R A L C A L C U L A T I O N S F 0 R RESIDENTIAL FOUNDATIONS ROBERT SMITH HOUSE P.O.' BOX 2054 CHI'CO, CA 95927 CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC SIGNED DATE FRANK L. TYUKOS, E 32434 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 FLT ENGINEERING SUBJECT: RESIDENTIAL FOUNDATIONS ^ 5790CLARK ROAD ' PARADISE, CA BY;FLT DATE: 5/89 JOB NO.i 9258 ' PROJECT: ROBERT SMITH HOUSE SHEET 1 .OF 1= P.O. BOX 2054, CHICO, CA 95927 DESI8N_CRITERJA� STUD WALL, FLOOR& ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING AND CANTILEVERED WALL FOUNDATIONS. RETAINING—BEARING WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE 1985 UBC SUPERIMPOSED LOADS: WALLS: A. DL = .020 x 2 + .008A 9 i .11 k/l LL = .020 x 8 + .050 x 6.5 = .39 k/l B. DL = .020 x 14+ .010 x 6.5 + .008 x (6+8) = .46 k/l 'LL = .020 x 14 + .040 x 6.5 =,.54 k/l C. DL = .020 x 20 + .010 x 6.5�+ �008 x 6 + .018 x 8 = .66 k/l LL = .020 x 20 + .040 x 6.5 = .66 k/l D, E — NONE � LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (DL ONLY)i * SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL — 2.0/6^2 = .056 KSF -- 1' SURCH.- IS APPLIED @ WALL B ONLY. A. 41-0" HIGH RETAINING—BEARING WALL — SHEETS 2 & 3"f±�----~ B. 81-0" HIGH RETAINING—BEARING WALL — SHEETS 4 & 5 C. 81-0" HIGH CANTILEVERED WALL — SHEETS 6 & 7 D. 81-0" HIGH CANTILEVERED WALL — SHEETS 8 & 9 E. 61-0" HIGH CANTILEVERED WALL — SHEETS 10 & 11 F. 41-0" HIGH CANTILEVERED WALL — SHEETS 12 & 13 CONSTRUCTION DETAILS — SHEETS 14 & 15 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ ��8 DAYS, REINFORCING — ASTM AG15, GRADE 40, WELDED WIRE MESH — ASTM A185, 6x6 — W1.4 x W1.4 (10/10), ALLOWABLE SOIL BKARING.PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRGV PRESSURE — 200 PSF ' PROJECT, :*BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/1989 ' CALCIS BY : FLT. ` .SUBJECT: CONCRETE RETAINING - BEARING WALL WALL DESIGN - ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD* PARADISE, '' CA (916) 872-0054 SHEET 2! OF 1451 GRADE SLOPE RATIO: ` ' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): ` 30 SURCHARGE (FEET): . 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP)' 0.39 OVERALL HEIGHT OF THE WALL - Hw (FEET): 4 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4 THICKNESSOF;WALL - T (INCHES): , 6 COEFFICIENT - a : ^ 1.46 TOTAL EARTH PRESSURE - Fhr (VIN: 0.24 REACTION @ TOP OF WALL - Rt (KIP): 0.08 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.16 HEIGHT OF 10' SHEAR - Ho (FEET): � . 2.31 MOMENT 2 Mw (FTIKIP): 0.12 ~ ' AREA REINF. (AN -1) 'dl(IN) SIZE & SPA`.(IN). 0,022 3.75 4:14 @ 107 MIN. VERTICAL REINF. -. .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VER - HORIZONTAL #4 @ 13 COMBINED STRESSES @ WALL | / ` 0.07 < 1.0 ' FLT ENGINEERING PROJECT : BOB SMITH HOUSE 5790 CLARK ROAD JOB NO. : 9258 PARADISE, CA DATE 5/1989 (916) 872-0254 CALC'S BY.: FLT SHEET S' OF /5 FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): ` 0 NET. ALLOW, BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 7.80 ` — DEPTH (INCHES): 6.(- .0DESIGN DESIGNFOOTING — WI — DE TOTAL GRAVITY LOAD — Pv (KIP): � 0.97 INCREASE OF ALLOW. SOIL PRESSURE' (%): '0.0 ACTUAL SOIL PRESSURE — Q (PSF): 975 < 1500 SLIDINGRESISTANCE — Fr (KIP): ` 0.30 > 0.16 ' SLAB REINFORCEMENT: ' REINF @ TOP OFWALL (BAR #): . � 4'. . ' MAX. HORIZONTAL SPAN OF WALL (FEET): 10.9i DESIGN HORIZONTAL SLAB THICKNESS (INCHES)c 4 - SLAB WIDTH REQU DESIGN AREA OF SLAB REINF. (IN�2/LF)s 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI)v 24 LENGTH OF DOWELS .(INCHES)g 5.521 'i I ''le.-----fLT..... DATC.-�// SUBJECT.. UBJECT./..YX3Cf�L.....1�-.L�s���/�/r�i[ SHEET v0...q/� Uf' /Jr r). 9Y.-......... DATE.-----...... . .. _.........../ N��TION-S'.....! O/�..... .:cs ?:O....... /.2.58---...... DL f L L CURB Of T/ONsIG - A- hr/GHFiP %//.4N 6 dEXTENO !�E'RT, i•V�iGL RE////:' /INTO Wi4 L L,T 4. - /O Q 9M/N. 6 CUiPB - 'fd ro c . HA r. •3 �'cZ 2¢ n �¢X��2�17014/KS G ¢8o•c.. � � OR BENO IYr9LG RH�F. INTO SLAB - ¢8 'o. c. 3 t 4�5- C-0 /4,/ C' 8. 20rr B. CO/ C, 4: f 1774 A N. T s. 1(107-45., Ir-WOd//JE _5110RI AIG OIC' COV0 94,,4 L L UN7 71/E CONI, Ori scA,B: /s CU,PF.a. �� °(� 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 SEiF .107 e: � O 200 6 A Q . 1 x'00 'd� e i(/i4TUie.4L . �I 3 t 4�5- C-0 /4,/ C' 8. 20rr B. CO/ C, 4: f 1774 A N. T s. 1(107-45., Ir-WOd//JE _5110RI AIG OIC' COV0 94,,4 L L UN7 71/E CONI, Ori scA,B: /s CU,PF.a. �� °(� 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 'OWNER'S NAME: _- ,�= PERMIT #: / , 0 ~ 91 A. P. #: When approved, process as follows: Mail to owner 1� l / RECEIVED (Address) Mail to contractor l (Name and Address) and hold for pickup at office. Deliver with next inspection. R V $15.00 DATE 'A TIME 14 "'DO REVISED PLAN C CR FEES PAID: $30.00 Additional Fees Not Required "F v t!� 6X6 4 3X8 1 s A,% 8-1-i1 15-6 22-10-5 31-0 8-1-11 7-4-5 7-4-5 8-1-11 3X8 7 L. HL TO PK:17-ii-5 INTERNAL RISE:5-0-13 R. HL TO PK :17-11-5 LEFT HEIGHT:8-6-9 T« -FL. SPAN:31-0 RISE:9-7-1 RIGHT HEIGHT:9-6-9 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP -1-2=0.517 TOP CHORD:2*6 No.2 DF -L TOP 16, 14•, BOTT 7-8=0.900 BOT CHORD:2*4 No.2 DF -L BOTT 0 10 DEFL.< L/360 W_EBS _ _.2 4 STANDARD _D_F-L ---------------- ------------------------------------------- STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED I NO. OF MEMBER = 1 NOTE: PROVIDE FOR HORIZONTAL DISPLACEME&T AT ONE RFARIXa WEB: 4-9 TO BE 2*4 No.2 DF -L PLATES ARE BEMAX-20 HOLDING -240 TENSION -359 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT.AS SHOWN)DESIGN CONFORMS WITH NDS.DESIGN SPECS AND UBC,TPI-85 CBIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR $ERMANENT ARID TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. y U� ESS'/� ORIDIA IVC. 2 JOHN 10 � o• .0 392 z REG. ENG. 1,10. � m STATE QF \J',,\ n ..... DATJ/ 7 6 CAL y: Project,# :6189 Truss ID v SMITH Fri Jun 02 'Family # 09.33:06 : 120 a 0-3-8 1-0 Quantity :,.1 To Pitch : 7./12 :_-Seat-cut ------Bo t pitch : 4-/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE -------- 1-2--3928 7-8- 3510 2-10--213 1=-1228 3.50 2-3--3629 8-9- 3063 3-10- 414 7=-1228 3.50 3-4--2663 9-10- 3063 3-9--624 4-5=-2663 10-1- 3510 4-9- 2389 5-6--3629 5-9--624 • 6-7--3928 5-8- 414 6-8--213 2-0 5-8-4 10-7-2 15-6 20-4-14 25-3-12 31-0 4-10-14 4-10-14 4-10-14 4-10-14 5-8-4 t!� 6X6 4 3X8 1 s A,% 8-1-i1 15-6 22-10-5 31-0 8-1-11 7-4-5 7-4-5 8-1-11 3X8 7 L. HL TO PK:17-ii-5 INTERNAL RISE:5-0-13 R. HL TO PK :17-11-5 LEFT HEIGHT:8-6-9 T« -FL. SPAN:31-0 RISE:9-7-1 RIGHT HEIGHT:9-6-9 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP -1-2=0.517 TOP CHORD:2*6 No.2 DF -L TOP 16, 14•, BOTT 7-8=0.900 BOT CHORD:2*4 No.2 DF -L BOTT 0 10 DEFL.< L/360 W_EBS _ _.2 4 STANDARD _D_F-L ---------------- ------------------------------------------- STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED I NO. OF MEMBER = 1 NOTE: PROVIDE FOR HORIZONTAL DISPLACEME&T AT ONE RFARIXa WEB: 4-9 TO BE 2*4 No.2 DF -L PLATES ARE BEMAX-20 HOLDING -240 TENSION -359 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT.AS SHOWN)DESIGN CONFORMS WITH NDS.DESIGN SPECS AND UBC,TPI-85 CBIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR $ERMANENT ARID TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. y U� ESS'/� ORIDIA IVC. 2 JOHN 10 � o• .0 392 z REG. ENG. 1,10. � m STATE QF \J',,\ n ..... DATJ/ 7 6 CAL y: r -- 13zujucL #: 6189 Truss ID* :.38STUB eri jun ut Family # : U9:34:,..; w� special : 'S - c eat4t/1201308 Quantity. :*''l To Pitch : 7./12 Bot pitch : 4.217/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE -------------------------- 1-2--3984 7-8- 0 2-11--157 1-1228 3.50 2-3--3757 8-9- 1977 3-11- 457 7--1228 3.50 3-4--2933 9-10- 1794 3-10--468 4-5--2094 10-11- 3098 4-10- 2109 5-6--1897 11-1- 3552 4-9- 241 6-7--1171 5-9--65 5-8m-574 PLATE 0 6-8- 1638 OFFSETS (X=LEFTY=TOP):[j2=3,5],[j5=3,5], 2 5-2 10-4 15-6 23-3 31-0 2-0 5-2 5-2 5-2 7-9 7-9 6X8 4 3X8 1 8 3X5 W. 7 3X4 6-8-8 13-5 19-3-5 25-1-11 31-8 6-8-8 6-8-8 5-18-5 5-18-5 5-10-5 HL TO PK:17-11-5 INTERNAL RISE:6-8-15 R. HL TO PH :17-U-5 ,EFT HEIGHT:8-6-9 -11 L4i- SPAN:31-8 RISE:U-3-8 RIGHT HEIGHT:2-3 -------------------------------------------------------------------------------- ------------------------------------------------------------------ jOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 4-5==0.553 TOP CHORD:2*6 No.2 DF -L 'OP 16 14' BOTT 11-1=0.838 BOT CHORD:2*4 No.2 DF -L SOTT 0 10 DEFL.< L/360 WEBS :2*4 STANDARD DF -L VR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING 24.0 in. o. c. 2PETITIVE STRESSES USED NO. OF MEMBER = 1 !OTE: PROVIDE FOR HORIZONTAL DISPLACEMENT AT ONE BEARING S 2 .AYES ARE BEMAX-20 HOLDING -240 TENSION -359 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) .ATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND UBC,TPI-85 IIS DESIGN IS FOR TRUSS FABRICATION ONLY -FOR PERMANEW- AND TEMPORARY BRACING(WBICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER, /QOF ESS�n. • IN& JOHN IL7 %�Exp.REG. ENG6130f92STATE OF IV 11./x/ s 6189 Truss ID31CANT Family # special Span 31-0 Quantity 1 To Pitch': 7./12 lS Seat lcut/120-3-8 Bot pitch 4.217/12 --------------- TOP CHORD BOTTOM CHORD WEBS "' REACTIONS — SIZE 1-2- 776 7-8- 0 2-12--1446 12--1459 3.50 2-3--366 8-9- 1477 2-11- 981 7--998 3.50 3-4--1631 9-10- 1114 3-11--1397 4-5--1429 10-11- 1320 3-10- 181 5-6--1432 11-12--533 4-10- 897 6-7--941 12-1--691 4-9- 379 5-9--185 s� 5-8--397 a: 6-8- 1237 �PL#TE OFFSETS.(X=LEFT,Y=TOP):[j2=415],[j5=3,5],[j10=3,2], -0 5-2 10-4 15-6 23-3 31-8 '2-8 5-25-2 5-2 7-9 7-9, 5X6 4 4X5 3 7X6 7X8 5 2 3X5 1g 4X5 1 11 5X6 9 6. 3X4 3X4 3X4 8 � 3X4 7 3X4 5-8 6-8-8 13-5 19-5-5 25-1-11 31-8 5-0 1-8-8 6-8-8 5-18-5 5-18-5 5-18-5 L. HL TO PX:17—ii-5 INTERNAL RISE:6-8-15 R. HL TO PK :17-11-5 LEFT HEIGHT:8-6-9 TlLf�_ SPAN: 31-8 RISE:U-3-8 RIGHT HEIGHT:2-3 ------------------------------------------------------------------ LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER t L TOP 5-6=0.480 TOP CHORD:2*6 No.2 DF -L TOP 16 14 BOTT 8-9-0.426 BOT CHORD:2*4 No.2 DF -L BOTT_ 0 _ 10 _ _ DEFL.< L/360 WEBS :2*4 STANDARD DF -L ==== STR INC : LUMB =-1.25 PLATE = 1.25 REPETITIVE STRESSES USED SPACING in. o. c. NOTE: PROVIDE FOR HORIZONTAL DISPLACEMENT AT ONEOBEARINGMBER = 1 DR s, c,� co,.on e�io>✓ 801,1329 PLATES-ARX BE" -20 HOLDING-240,,TENSION-359 SMEAR -242 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN)' PLAT MVgT DR INSTALLED ON DOTB,)FACIB OF JOINTS, 8YMMMZCALLX(RxCSPT•A® SHOWN)DESION CONFORMS WITH NDS DESIGN SPECS AND UBC,TPI-85 THIS DBSIQ1i IW 8OR TRUAA;FA$3izClpTION:ONLX.POR,A$AMT-,AND TRIIPgR11RY BRACINO(WHTCH IS ALWAYS REQp)CONBULT BLDG ARCHITECT OR ENGINEER. ;i� QRpFESS� 17 b © GRIMA iNt JOHN ALTER 6 ') REG. ENG. STATE OF W. CP A. -IL 73 x '` ===<<<<DRAWING> ' ` l�ustomer : S I''- ' T'' ========�============<(<<TROJAN�TRUSS�>>>=== ' project #: 6' - 8 - Truss ID 24 Fri Jun 09 07:38:13 198c S pan : 2 ` : : 1 Family # : IF) 104 ` � =======�======+_oQuantity Top Itc.h : 7./12 TOP CHORD BOTTOM CHORD ====== ========================== REACTIONS SIZE 1'2`'i�5 5-6` 1109 2-7=-274 ^' ' � i`�N0 3.50 ' 2'3`'115O 6'7= �5 3-7` ~^ � ' 5�-�� 3'5O ' 3-4;'U5O 7'l,UO9 3'6` '~~ . ' ^ ^ 4-5:-1305 ' 4-6`'2/ ' �-&0 . 6-2-13 . . |i 12-0 ' . 6_2_JL 3 5_ - - 5-9-= 6-2-13 m 3 k .!I 8-0 JL 6-0 24-0 8-0 ' �-{� ' L�� �� ��.��_��_�� L. ` R. �� �O PH :13-10-11 LEFT HEIGHT:SPAN,24-0 Tj4-ff- RISE:BIGHT HEIGHT: LOADING (PSF) MAX STRESSES MINIMU1���4D-----�--------~~~�=== L D TOP 1-2=0 299 TOP CH'R~'�~� ~' �"LJ ''"�" . u U:�*b No 2 DF L TOP 16 14 BoTT � 1 � --- '~' ~'' '` ^ - - ='.�d/ BOT CHORD:2*4 No 2 DF -L BOTT 0 10 DEFL.< L/360 WEBS .4 ST^NDARD DF -L' ================================================================�============= STIR. INC. LUMB = 1.25 PLATE = 1.25 SPACING REPETITIVE STRESSES USED NO. OF MEMBER^= 1 ^ ^ ^ PLATES ARE 8[MAX-20 HOLDING -240 T[NS{ON'38 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEE'(EXCEPT AS SHOWN) .^..^ .... ,E ^....`^^. ON """. ."^`^ OF ^"uoomCONFORCONFORMSm =�� ^.""""^�n/^�/ oa anuen/vc�m mxn� n/m nox o�ux 5"t[S AND U8C TPl'85 THIS DESIGN IS FOR TRUSS FABRICATION VNiY.FO8 ,�KMAk[NT AND TEMPORARY 88NClNG(WUlCH IS ALWAYS 8[00)C0NSUiT BLDG SPECS OR ENGINEER. o P, Pr1D.) c Trus,sa :[D :—071.08STUT3 -,_ima. • - --Span- .= — ------'--_ti-----•----------- -f_7���C�n�.i1tY: 1. y T Top i:, i•Lc_h REACTIONS ACTION1=-102S 3X4 5X8 3X4 7=-1028. OFFSE , TS 2, ,L3,, :PLATE =1, icy 6-7-9 12-9-6 18-11-4 25-1-2 26-0.2-0 18-11-4 26-0 9-8-7 6-7-9 6-1-14 6-1-14 6-1-14 0-10114,,t, L. HL TO PH:21-11-1 R. HL TO PK :$-2-2 LEFT HEIGHT:0-6-9 31 5X4 4 i WEB: 6-7 TO BE 2*4 NU.2 DF—L PLATES ARE DEMAX-20 HOLDING -240 TENSION -359 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) x PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS' SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND UBC,NDS-86 �Y THIS DISIGW IS FUR TRUSS FABRICATION.ONLY.FOR FiRMANENT'AN.B.TEMPORARY BRACING(WHIC-H I9 ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. t �,y,,� i•r ii4'S`r..s4.edr Yi +q.�t:e�`C. :a'1 P"0°e+i7r,''�t.:I"ph�k.r'''t#'t"'',�i-yri'ai}.!�Y''T�%t'^(Rfi'G*ar.r.4law,i;�,,;;M*+•+"`^.w'..}� .r.M1.,,rr�e.`a'M'.. `f.-�..a•z'i��Ei "pjyA� ti� �� M tyl t% y i ...��.Y7.�..�.4.,. i, Sij' ? r r t r•:� r {•f At�':Yl.}r.(�i' �.i, `'.'.�Y� i_o i C�''t�... -Cvd -'+ L y�"-•'y-��+7'.J ti'�,� a'•, fi+,it�, "flu, l r r�� ah,0 }:r .•..w r �; t r ? .t n S „, �Z .�{ r .. ` t,��i. ii �r! �,+ �M1�}.' f! ri i1 [ fp lts. t� j Y : ni r {7�-Y1t `ck�-(�l.•,t�y�iaz•- ' • r • _ t r t wF ,'. '`l �..ti,1,,F,,, �T}ictt. a• ,s '�Y'-.i�:`�'0��t M�F�F'7,���V4 tr'L: r °r _ '...�j k • y . •i� +.,t i t { ��trryPw .•�t t 1 y, •.r ..i. �. ,� ir,' . �5" e�r� j$�..�t}ui� ri {f; /�y, ��a„r „�? {y.,, . ia� r 1 i..: ,� �,.. Zr•, a� tv -.,,i{ -: v - � „•�c 't . ''«1 f r. :2^ r ie �` z t ' N �,,• i r t • . In .� a u; +A+�q16• ���,, �i��y.,i�j t..G(.�`Y i,�}Y�r �1 1i. ! h{.' _ a .� � I. r1 �-M1�4 '`�,, Y • �i • t ' •"7- . � 3t1!�l , "i'z�i; e�,5, � t4_ t'�,igy7ty.+-• c'i it" J t 7.:"c T c r - - �", •1' a y ✓' a r 'f ...i�. � `may. 1 .1 , i • r . ' y ,- . ral .. ., , 3X4 5X8 3X4 9-8-7 18-11-4 26-0 9-8-7 9-2-13 L. HL TO PH:21-11-1 R. HL TO PK :$-2-2 LEFT HEIGHT:0-6-9 SPAN:26-0 RIS -E:11-7-2 RIGHT HEIGHT:7-5-11 LOADING CPSF7 Ir1AX STRESSES 111NIMUM GRADE': OF (_(_11vII3I.R L. D TOP TOP .4-5- 0. 2318 0) TOP CI-10RD: 2*6 N1�+.::: DF–I_ , 16 14 E+OTT 9-1 =0. 57'1• DOT CF-IORP.::�_-)(-4 I\I+_+.:;: DF --L BOTT f 1U DEFL.•� i :: LK:16 WEBS: *;} 91"ANDARD DFL STR. IN(,.: LU1v1B = 1.25 PLATE = 1.25 SPACIhI(?, : '14. c7 x.n. REPETITIVE STRESSES USED NO. OF rlEl"IDER = 1. WEB: 6-7 TO BE 2*4 NU.2 DF—L PLATES ARE DEMAX-20 HOLDING -240 TENSION -359 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) x PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS' SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND UBC,NDS-86 �Y THIS DISIGW IS FUR TRUSS FABRICATION.ONLY.FOR FiRMANENT'AN.B.TEMPORARY BRACING(WHIC-H I9 ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. t �,y,,� i•r ii4'S`r..s4.edr Yi +q.�t:e�`C. :a'1 P"0°e+i7r,''�t.:I"ph�k.r'''t#'t"'',�i-yri'ai}.!�Y''T�%t'^(Rfi'G*ar.r.4law,i;�,,;;M*+•+"`^.w'..}� .r.M1.,,rr�e.`a'M'.. `f.-�..a•z'i��Ei "pjyA� ti� �� M tyl t% y i ...��.Y7.�..�.4.,. i, Sij' ? r r t r•:� r {•f At�':Yl.}r.(�i' �.i, `'.'.�Y� i_o i C�''t�... -Cvd -'+ L y�"-•'y-��+7'.J ti'�,� a'•, fi+,it�, "flu, l r r�� ah,0 }:r .•..w r �; t r ? .t n S „, �Z .�{ r .. ` t,��i. ii �r! �,+ �M1�}.' f! ri i1 [ fp lts. t� j Y : ni r {7�-Y1t `ck�-(�l.•,t�y�iaz•- ' • r • _ t r t wF ,'. '`l �..ti,1,,F,,, �T}ictt. a• ,s '�Y'-.i�:`�'0��t M�F�F'7,���V4 tr'L: r °r _ '...�j k • y . •i� +.,t i t { ��trryPw .•�t t 1 y, •.r ..i. �. ,� ir,' . �5" e�r� j$�..�t}ui� ri {f; /�y, ��a„r „�? {y.,, . ia� r 1 i..: ,� �,.. Zr•, a� tv -.,,i{ -: v - � „•�c 't . ''«1 f r. :2^ r ie �` z t ' N �,,• i r t • . In .� a u; +A+�q16• ���,, �i��y.,i�j t..G(.�`Y i,�}Y�r �1 1i. ! h{.' _ a .� � I. r1 �-M1�4 '`�,, Y • �i • t ' •"7- . � 3t1!�l , "i'z�i; e�,5, � t4_ t'�,igy7ty.+-• c'i it" J t 7.:"c T c r - - �", •1' a y ✓' a r 'f ...i�. � `may. 1 .1 , i • r . ' y ,- . ral .. ., , 6X6 4 c 4X5 4X5 3 5 2X4' 2X4 k 2 6 3X8 9 3X8 1 6X8 ``�-�,� ? 10 8 3X4 - 3X4 8-1-11 15-6 22-10-5 31-8 8-1-i1 7-4-5 7-4-5 8-1-i1 L. HL TO PX:17-ii-5 INTERNAL RISE:5-0-13 R. HL TO PK :17-11-5 LEFT HEIGHT:0-6-9 SPAN:31-0 RISE:9-7-1 RIGHT HEIGHT:0-6-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.517 TOP CHORD:2*6 No.2 DF -L TOP 16 14 BOTT 7-8=0.900 BOT CHORD:2*4 No.2 DF -L BOTT 0 10 DEFL.<_L/360WEBS-----:2*4 STANDARD DF -L --------------- STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBER = 1 NOTE: PROVIDE FOR HORIZONTAL DISPLACEMEkT AT ONE BEARING WEB: 4-9 TO BE 2*4 No.2 DF -L V �a(1�!7G' 2LATES ARE BEMAX-20 HOLDING -240 TENSION -359 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ?LATE MUST BE'INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND UBC,TPI-85 CBIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. « I OFES'S% 11 'W 04IDA IND. JOHN ILTEq, 2 No• C'Od`3392 5r.) REG. ENG. STATE QF J' DAT Co 2 �FOF CAL'\FO��\ Project#: = I� 6189. Truss ID : SMITH Fri .dun 02 Family # 09:33:06 i�)uj 120 Span' ' : 31-0. Quantity :.1 To Pitch z 7./12 Seat cut : 0-3-8 Bo .itch 4./12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2--3928 7-8- 3510 2-10 -213 1--1228 3.50 ,2-3m-3629 8-9a 3063 3-10- 414 7--1228 3.50 3-4=-2663 9-10- 3063 3-9a-624 4-5=-2663 10-1m 3510 4-9= 2389 5-6-3629 5-9--624 6-7=-3928 5-8- 414 6-8--213 1 24 5-8-4 10-7-2 15-6 20-4-14 25-3-12 31-0 5-8-4 4-18-14 4=18-14 4-10-14 4-18-14 6X6 4 c 4X5 4X5 3 5 2X4' 2X4 k 2 6 3X8 9 3X8 1 6X8 ``�-�,� ? 10 8 3X4 - 3X4 8-1-11 15-6 22-10-5 31-8 8-1-i1 7-4-5 7-4-5 8-1-i1 L. HL TO PX:17-ii-5 INTERNAL RISE:5-0-13 R. HL TO PK :17-11-5 LEFT HEIGHT:0-6-9 SPAN:31-0 RISE:9-7-1 RIGHT HEIGHT:0-6-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.517 TOP CHORD:2*6 No.2 DF -L TOP 16 14 BOTT 7-8=0.900 BOT CHORD:2*4 No.2 DF -L BOTT 0 10 DEFL.<_L/360WEBS-----:2*4 STANDARD DF -L --------------- STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBER = 1 NOTE: PROVIDE FOR HORIZONTAL DISPLACEMEkT AT ONE BEARING WEB: 4-9 TO BE 2*4 No.2 DF -L V �a(1�!7G' 2LATES ARE BEMAX-20 HOLDING -240 TENSION -359 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ?LATE MUST BE'INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND UBC,TPI-85 CBIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. « I OFES'S% 11 'W 04IDA IND. JOHN ILTEq, 2 No• C'Od`3392 5r.) REG. ENG. STATE QF J' DAT Co 2 �FOF CAL'\FO��\ 1"41 Jui1 Ul Uq::S=r;.i... L•a. a j��i. 4: 6� 189 Truss ID : 38STUB Family # : special ,.Seat -cut Quantity. 1 To pitch.: 4.217/12 ---------------------------------------- --------------- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE - 1 -2m-3984 7-8- 0 2-11--157 1-1228 3.50 2-3=-3757 8-9- 1977 3-11- 457 7=-1228 3.50 3-4=-2933 9-10- 1794 3-10--468 4-5=-2094 10-11- 3098 4-10- 2109 5-6=-1897 11-1m 3552 4-9- 241 6-7=-1171 5-9=-65 5-8=-574 ! 6-8- 1638 PLATE OFFSETS (X=LEFTY=TOP):[j2=3,5],[j5=3,5], 2" "0 5-2 18-4 15-6 23-3 31-8 2-0 5-2 5-2 5-2 7-9 7-9 ' o • 6X8 4 4X5 3 7X6 7X6 5 2 3X8 18 4X5 1 •p � 11 6X6 9 6 3X4 3X4 8 3X5 - 7 3X4 6-8-8 13-5 19-3-5 25-1-11 31-8 6-8-8 6-8-8 5-18-5 5-10-5 5-18-5 HL TO MV -U-5 INTERNAL RISE:6-8-15 R. HL TO PX :17-U-5 .EFT HEIGHT:8-6-9 SPAN:31-8 RISE:11-3-8 RIGHT HEIGHT:2-3 JOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0.553 TOP CHORD:2*6 No.2 DF -L 'OP 16 14 BOTT 11-1=0.838 BOT CHORD:2*4 No.2 DF -L 30TT 0 10 DEFL.< L/360 WEBS :2*4 STANDARD DF-L ;TR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING 24.0 in. o. c. (EPETITIVE STRESSES USED `, NO. OF MEMBER = 1 TOTE: PROVIDE FOR HORIZONTAL DISPLACEMENT AT ONE BEARING f.���, S 3 LATES ARE BEMAX-20 HOLDING -240 TENSION -359 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) :ATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND UBC,TPI-85 iIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WBICH I8 ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. INC. wnn �� Exp.6/30/92. REG. EAG. J' STAT[ OF 6,/a/s�_/ S ,0 #: 6189 Truss ID. : 31CANT 1'.1 J_ J U.I U.:. Family # : U, : s e . ,. special Span : 31-0 Quantity:, 1 To Pitch : 7./12 lSeaticut/120-3-8 Bo? pitch.: 4.217/12 TOP CHORD BOTTOM CHORD WEBS w REACTIONS - SIZE 1-2- 776 7-8- 0 2-12--1446 12--1459 3.50 . 2-3=-366 8-9- 1477 2-11- 981 7--998 ,3.50 3-4=-1631 9-10- 1114 3-11--1397 4-5--1429 10-11- 1320 3-10- 181 5-6--1432 11-12--533 4-10- 897 "6-7--941 12-1--691 4-9- 379 5-9=-185 f 5-8--397 jPTE I� �-O OFFSETS (X=LEFT,Y=TOP):[j2=4,5],[j5=3,5],[j10=3,2], 6-8- 1237 5-2 1 18-4 15-6 23-3 31-0 2-0 5-2 5-2 5-2 7-9 7-9,. 4X5 3 7H8 2 5X6 4 7X6 5 3X5fggr 8 10 4X5 12 GJUL 5X6 9 6 3X4 3X4 3X4 8 � 3X4 7 3X4 5-0 6-8-8 13-5 1 19-3-5 25 -i -1i 31-8 5-0 1-8-8 6-8-8 15-10-5 5-18-5 5-18-5 L. HL TO PK:17-ii-5 ' INTERNAL RISE:6-9-15 R. HL TO PH :17-11-5 LEFT HEIGHT:8-6-9 SPAN:31-8 RISE:11-3-8 RIGHT HEIGHT:2-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER D TOP 5-6=0.480 TOP CHORD:2*6 No.2 DF -L TOP 16 14 BOTT 8-9=0.426 BOT CHORD:2*4 No.2 DF -L BOTT 0 10 DEFL.< L/360 _ WEBS :2*4 STANDARD D.E'-; STR-INC.: LUMB = 1.25 PLATE = 1.25" SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBER = 1 NOTE: PROVIDE FOR HORIZONTAL DISPLACEMENT AT ONE BEARING y IIh Z, PLATES ARE HEMAX-20 HOLDING -240 TENSION -359 SHEAR -242 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST HH INSTALLED ON BOTH FACES OP JOINTS. SYMMETRICALLY(EXCEPT AS SHOWN)DESION CONFORMS WITH NDS DESIGN SPECS AND UBC,TPI-85 THIS DESIGN I8 FOR TRUSS FABRICATION ONLY -FOR PERMANENT AND TEMPORARY BRACINO(WHICH IS ALWAYS RE¢D)CONBULT BLDG ARCHITECT OR ENGINEER. ES INC. JOHN iLTER c3 I -'i ""L u'11392 vil REG. ENG. Fvn Rloni, ;0 STATE OF VJA\ 0n,,. DAT4, / 6 CAU1 " � � ' 1�ustomer : SMITH � � �======== - ======��==((<<TROJAN-TRUSS)�>>==, project #: 6989 '� | s ' ID 24 F/i Jun 0g �: 07:38:13 1g8� -�-- ^~~� Spa� ` =======��==�=��_v=_�=�=��=��=� �--- --- - W tity : : 1 Family # � Top P�tch TOP CHORD - CHORDBOTTOM WEBS ================ REACTIONS SIZE 1'2`'1305 5-6` 1109 2 ` ' � >=~^8 ~0 3.50 ' ^ 5O 2-3=-1150765� 6-7� � 3'7 �� � �m � ` 5`' � ' 35O 3-0-1150 7'1` 1109 3-6:.466 . � ' ' _ 4-5`'1305 4-6:'274 L-2-&8 � . 12 07 6-2_13 5_9_3 . , 5-9-3 6-2-13 / . o � 8-0 16-024�&0 ' . 8-0' 8-0 .11 L�� �� ��.��_��_�� L. . fl. H1, TO PH :13_10_11 LOADING (PSF) MAX STRESSES MINIMUM `RA]E-]---------------~~= L D TOP 1 2=0 299 TOP CHOR~'�~� ~' ^~''"�" - . U:�*b No 2 DF -L TOP 16 14 BOTT 7 � V I. �— ^^~^ ^ - = .�u/ �Ul CHORD:2*4 No 2 DF -L BOTT 0 10 DEFL.< L/360 WEBS :2*4 ST^NDARD DF --- L ' STR.INC.: LUMB1.25 PLATE = 1.25 SPACING: ~4 REPETITIVE STRESSES USED NO. OF MEMB^R^= 1 ^ ^ ^ PLATES ARE BEMAX-20 0KDlNG'240 T[NS{UN'359 SHEAR -242 MANUFACTURED FROM ASTM h 446 88U 6 GALVANIZED STBl([XC�y� �� SHUNN) PLATE MUST BE INSTALLED ON DU7H FACES OF JOINTS SYHHET0CAiiY(0CEyT AS SH0NN)UES�N CONFORMS WITH NDS DESlCN SPECS ��U U8C TP('85 THIS DESIGN IS FOR TRUSS FABRICATION ONiY.FUK y�RH6N[NT AND TEMPORARY 88AClN6(NH{CH [S AiNAYS KEO0)C0HSULT 8i0G ARCHITECT OR ENGINEER. ==��t A��.�.����ision 5.0>>>>==========================p r,oJec� �: ��u� Truss ID : 37108STUB f.<� RO06N0�8�����>�y 89 ramaI # ==Spa1 =====:=26_0==========.=�=Quartity==:=1Top=P?tch=:=7./12= ^ 3X4 5X a REACTIONS--- ----- - ---~- = ===== 26-0 7`'N2H L. �� �� ��.���_� � �. ~~ ~..^� �_ PLATE OFFSETS (X=LEFT ,Y=TOP):[j2=3,5],[j8=4°2], LEFT HEIGHT: SPAN:26_0 � . 2-0 6-7-9 1 LOADING (PSF) MAX STRESSES MINIMUM GRADE=================='== '--^''~'' ~'`~"� 6-1-14 6 1-1'" ^ 3| -4 m 5 WE 9 ^ 3X4 5X a 3X4 � 26-0 L. �� �� ��.���_� � �. ~~ ~..^� �_ fl` HL TO PH : LEFT HEIGHT: SPAN:26_0 RISE:1.1_7_2 RIGHT HEIGHT:7_�_11 - LOADING (PSF) MAX STRESSES MINIMUM GRADE=================='== '--^''~'' ~'`~"� U� LUMBER ' L D TOP 16 14 - = . TOP 4 5 0 380 Bo.T � - - ~~` TOP CHORD:2*6 BOT CHORD:2*4 ^ - ' No 2 DF L ` No.2 ��-L BOTT 0 10 ==========================�=�==L/36o===========WEBSSTANDARD DE�L <�-�=»^o/� , DF -L STR.INC.: LUMB = 1.25 PLATE REpETITIVE STRESSES USED NO. OF MEMBER = 1 WE (:ER.TIfICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... SMITH Date........ 06%03/89 Project Address........ 33 SPAM(SH GA-ROSMS DR --------------------- i Documentation Author... DUANE R. STEELE ; Building Permit # ; Company ................ SUN STRUCTURES Telephone .............. 916-677-8206 ; Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11 --------------------- ----------------------------------=--------------------------------=----------- ------------------------------------------------------------------------------- MICROPAS3 v3.01 File-SMITHJT3 Program -FORM CF -1R User#-MP0569 User -SUN STRUCTURES Run -SMITH -JT ; ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 3200 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type,:.. Slab On Grade Infiltration Control....... Standard Component Type Wall Door S1abEdge Floor Roof Glazing Orientation Window Front (S) Window Front (S) Window Lett ( W) Window Back (N) Window Back (N) Window Right (E) Window Right (E.) Window Right (E.) Skylight Front (S) Type ------------ SlabOnGrade S1abOnGrade ExteriorVert Insul R -value R-19 R-0 R-0 R-19 R-30 Area (sf ) 99 60 61 322 64 63 30 20 24 BUILDING SHELL INSULATION Location/Comments GARAGE, ENTRY, VAULT, MASTER BATH GARAGE BU u TE CSU NTY BUILDING DEPARTMENT GLAZING # of Interior Panes Shading 2 drapes 2 drapes 2 drapes 2 drapes 2 drapes 2 drapes 2 drapes 2 drapes 2 none APPROVED Exterior Framing Shading -------------- Overhang -- �: ------ Type -------- None None Metal. None Yes Metal None None Metal. 50% bug scrn Yes Metal None Yes Metal. 50% bug scrn None Metal 50% bug scrn Yes Metal None None Metal None None Metal. THERMAL MASS ------------ Area Thickness Hard Surfaced/ ('sf') ( i n') Exposed 77 3.5 Yes 1208 3.5 No 198 8.0 Yes Location/Comments ------------------------ TYPICAL CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- Project Title........... SMITH Date........ 06/03/89 MICROPAS3 v3.01 File-SMITHJT3 Program -FORM CF -1R User#-MP0569 User -SUN STRUCTURES Run-SMITH-JT ------------------------------------------------------------------------------- ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value --------------- ------------ ------------- ------- Gas 0.725 SE Attic R-4.0 Air Conditioner 9.00 SEER Attic R-4.0 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) --------------- ----------- -------- --------------------------------- Heating FURNACE.? 40000 LENNOX G16Q3X-50 (TWO) Cooling 8.9 LENNOX Cooling Coil CEC Maximum Output for Gas Central Furnaces: 130044 Btuh WATER HEATING SYSTEMS --------------------- Tank Capacity Manufacturer and Model # Energy System Type (gal) (or approved equal) Credits ------------------------------------------------------------------------ Storage, Gas 38 AMERICAN GVF433SLP40 None SPECIAL FEATURES/REMARKS -----------------------.... CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- Project Title.......... SMITH Date........ 06/03/89 ------------------------------------------------------------------------------- MICROPAS3 v3.01 File-SMITHJT3 Program -FORM CF -1R User#-MP0569 User -SUN STRUCTURES Run -SMITH -JT COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... JOEL TRENALONE Company. TRENALONE ENTERPRISES Address. o• Bok- $ r- LPA-- CA— R6a�iz Phone... (916)839-2455 License. Signed �v N �� Signed (date) OWNER Name.... BOB SMITH Company. Address. P. o oX 20 5 Phone. DOCUMENTATION AUTHOR Name.... DUANE R. STEELE Company.' SUN STRUCTURES Address. 4120 CAMERON PARK DR #202 %CAMERON PARK, CA 95682-8 Phone.. l 816-677-820in n Name.... Title... Agency.. Phone... Signed ENFORCEMENT AGENCY (date) COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- Project Title.......... SMITH Date........ 06/03/89 Project Address ........ 33 %e.4 u 6.4 6iA#20GiuS C)rZ. --------------------- Documentation Author... DUANE R. STEELE ; Building Permit # Company ................ SUN STRUCTURES Telephone .............. 916-677-8206 ; Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11 --------------------- MICROPAS3 v3.01 File-SMITHJT3 Program -FORM C -2R ; User#-MP0569 User -SUN STRUCTURES Run-SMITH-JT ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS3 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (.kBtu/sf-yr) Design Design Margin = = Space Heating.......... 32.96 28.90 4.06 = - Space Cooling.......... 16.28 20.75 -4.47 = = Water Heating.......... 6.38 5.80 0.58 = = Total 55.62 55.45 0.17 = _** ----------------------------------------------------------------- ----------------------------------------------------------------- Building complies GENERAL INFORMATION Conditioned Floor Area..... 3200 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 180 deg (S.) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 30144 cf Footprint Area ............. 1880 sf Slab -On -Grade Area......... 1285 sf Glazing Percentage......... 23.2 % of FA Average Ceiling Height..... 9.4 ft Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor Cond- Area Volume # of Thermostat itioned (*sf) (.cf.) Units Type ------- --------- --------- ----- ------------ Yes 3200 30144 1.00 Setback .Vent Special Height Vent Area (ft.) (sf j ------ --------- 8.0 n/a COMPUTER METHOD SUMMARY F2 Insul Surface ------------ (ft) ------ Page 2 C -2R ------------------------------------------------------------------------------- Project --------------------------------------------------------=---------------------- Title.......... SMITH Area # of 18 SlabEdge Date........ 06/03/89 ------------------------------------------------------------------------------- R-0 MICROPAS3 198 v3.01 File-SMITHJT3 Program -FORM C -2R ------------------------------------------------------------------------------- Type ------ User#-MP0569 Azmth ----- User -SUN STRUCTURES Run -SMITH -JT Shade ----- 99 2 Metal Slider OPAQUE SURFACES 90 0.77 drapes Area U- Insul --------------- Act Slider Solar Location/ Form 3 Surface ------------ (sf) ------ value ----- R-val ----- Azmth Tilt Gains Comments Reference HOUSE 180 90 0.77 ----- ---- ----- ---------------- ------------ 1 Wall 175 0.065 R-19 180 90 No GARAGE 2 Wall 46 0.065 R-19 180 90 No ENTRY 3 Wall 352 0,065 R-19 180 90 Yes drapes 4 Wall 63 0.065 R-19 270 90 No 0.77 5 Wall 202 0.065 R-19 270 90 Yes 90 6 Wall 289 0.065 R-19 180 90 No VAULT 7 Wall 48 0.065 R-19 270 90 No 0.60 8 Wall 220 0.065 R-19 270 90 No GARAGE 9 Wall 268 0.065 R-19 360 90 Yes Ma 1-.a 1 10 Wall 210 0.065 R-19 360 90 Yes 11 Wall 16 0,065 R-19 210 90 Yes MASTER BATH 12 Wall 16 0.065 R-19 330 90 Yes MASTER BATH 13 Wall 219 0.065 R-19 90 90 No 14 Wall 218 0.065 R-19 90 90 Yes 15 Door 20 0.330 R-0 180 90 Yes 16 Door 17 0.330 R-0 180 90 No 17 Door 17 0.330 R-0 270 90 No GARAGE 20 Floor 595 0.037 R-19 0 0 No 21 Roof 1991 0.033 R-30 0 0 No PERIMETER LOSSES, Surf ace HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 19 W i nHnIm GLAZING SURFACES ---------------- Length F2 Insul Surface ------------ (ft) ------ Factor -------- R-val Location/Comments ------- ---------------------.- HOUSE SC Area # of 18 SlabEdge 157 0.720 R-0 19 SlabEdge 198 0.900 R-0 Surf ace HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 19 W i nHnIm GLAZING SURFACES ---------------- SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ (sf) ----- Panes ----- Type -------- Type ------ value ----- Azmth ----- Tilt ---- Only ----- Type ---------- Shade ----- 99 2 Metal Slider 0.60 180 90 0.77 drapes 0.66 13 2 Metal Slider 0.60 180 90 0.77 drapes 0.66 13 2 Metal Slider 0.60 180 90 0.77 drapes 0.66 35 2 Metal Slider 0.60 180 90 0.77 drapes 0.66 61 2 Metal Slider 0.60 270 90 0.77 drapes 0.66 242 2 Metal Slider 0.60 360 90 0.77 drapes 0.66 10 2 Metal Slider 0.60 360 90 0.77 drapes 0.66 80 2 Metal Slider 0.60 360 90 0.77 drapes 0.66 54 2 Metal Slider 0.60 360 90 0.77 drapes 0.66 63 2 Metal Slider 0.60 90 90 0.77 drapes 0.66 30 2 Metal Slider 0.60 90 90 0.77 drapes 0.66 9() 9 Ma 1-.a 1 q 1 i cera r 0 h0 90 90 0-77 d raves 0 - (hfi COMPUTER METHOD,SUMMARY Page 3 C -2R ------------------- Project Title .......... SMITH - - -Date ........ 06/03/89 -------------------------------------------- MICROPAS3 v3.01 File-SMITHJT3 Program -FORM C -2R User#-MPOS69 User -SUN STRUCTURES Run-SMITH-JT ------------------------------------------------------------------------------- GLAZING SURFACES ---------------- THERMAL MASS Area SC - Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type ----------- ----- ----- Type value Azmth Tilt Only Type Shade -------- 13 Skylight 24 2 Metal ------ ----- ----- ,Slider 0,64 180 ---- ----- 34 0.77 ---------- none ----- 0.77 3.5 OVERHANGS 0.98 R-0.0 2 S1abOnGrade 1208 Area Window Overhang Overhang 0.98 R-2.0 TYPICAL Surface ----------- (.sf) Height Length ------ -------------- Height --------- ------=HOUSE. 28.0 0.98 HOUSE. 2 Window 13 5.0 2.0 1.2 3 Window 13 5.0 3.0 1.0 4 Window 35 3.0 7.0 0.0 6 Window 242 6.6 2.0 1.0 7 Window 10 5.0 2.0 1.2 8 Window 80 7.0 6.0 1.0 9 Window 54 6.6 4.0 1.3 11 Window 30 6.0 6.0 1.0 EXTERIOR SHADING ---------------- Area Shading SC of Surface ------------ (sf) Type ------ --------------- Ext Shade HOUSE --------- 6 Window 242 50% bug scrn 0.84 8 Window 80 50% bug scrn 0.84 10 Window 63 50% bug scrn 0.84 11 Window 30 50% bug scrn 0.84 THERMAL MASS HVAC SYSTEMS Area Thick Heat Conduct- Surface Mass Type --------------- (sf) ------ (in) Cap ivity R -value Location/Comments HOUSE ----- ----- -------- -------- -------------------------- 1 SlabOnGrade 77 3.5 28.0 0.98 R-0.0 2 S1abOnGrade 1208 3.5 28.0 0.98 R-2.0 TYPICAL 3 ExteriorVert 198 8.0 28.0 0.98 R-0 HVAC SYSTEMS Minimum Duct Duct Duct System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Efficiency ---------- HOUSE Gas 0,725 SE Attic R-4.0 0.877 Air Conditioner 9.00 SEER Attic R-4.0 0.866 COMPUTER METHOD SUMMARY Page 4 C -2R ---------------------------------------=--------------------------------------- ------------------------------------------------------------------------------- Pro,ject Title...... ... SMITH Date........ 06/03/89 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS3 v3.01 File-SMITHJT3 Program -FORM C -2R User#-MP0569 User -SUN STRUCTURES Run-SMITH-JT ----------=-------------------------------------------------------------------- WATER HEATING SYSTEMS --------------------- Capa- Pilot System # of city Effic- Standby Input Size Type Heaters (gal) iency Loss Rating (Btuh) Credits ---------- ------- -------- ----------- ------ ------------ -------- ---------- Storage Gas 1 38 0..790 RE 3.00% 29000 Btuh n/a NONE SPECIAL FEATURES/REMARKS ------------------------ HVAC SIZING Page 1 HVAC Project Title.......... SMITH Date......... 06/03/89 Project Address........ P - --------------------- Documentation ------------------ Documentation Author... DUANE R. STEELE ; Building Permit # Company ................ SUN STRUCTURES Telephone .............. 916-677-8206 ; Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11 --------------------- MICROPAS3 v3.01 File-SMITHJT3 Program -HVAC SIZING , User#-MP0569 User -SUN STRUCTURES Run-SMITH-JT ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 3200 sf Volume ..................... 30144 cf Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Shading Used ............... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh) (Btuh) ------------------------------------------------------- Opaque Conduction and Solar...... 23589 4073 Glazing Conduction ............... 19198 10715 Glazing Solar .................... n/a 19024 Infiltration ..................... 19062 6264 Internal Gain .................... n/a 2550 Ducts ............................ 6185 4263 Sensible Load.. ................ 68034 46889 Latent Load ...................... ----------- n/a 9378 Total Load 68034 ----------- 56266 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design -factors such as air flow requirements, 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. CEC Maximum for gas central furnaces only: 1.3 x ( 68034 + (10 x 3200)) = 130044 Btoh HVAC SIZING Page 2 HVAC Project Title.......... SMITH - - Date........ 06/03/89 ------------------------------------------- MICROPAS3 v3.01 File-SMITHJT3 Program -HVAC SIZING User#-MP0569 User -SUN STRUCTURES Run -SMITH -JT ' ------------------------------------------------------------------------------- HEATING LOAD CALCULATIONS ------------------------- DESIGN CONDITIONS FOR ZONE 'HOUSE': WINTER DESIGN TEMPERATURES: Inside Temperature ................................ 70.0 F Outside Temperature ............................... 27.0 F DESIGN TEMPERATURE DIFFERENCES Standard .......................................... 43.0 F .CONDUCTIVE HEAT LOSS: South 99 U -value 0.60 x Heat 2541 Double Window Area 13 (Btu/hr- 0.60 TD Loss Description -------------------------- Orientation ----------- (sqft) ------ sgft-F) ------- 13 (F) (Btuh) Shaded Wall n/a 175 x 0.065 ------- x 43.0 -------- = 489 Shaded Wall n/a 46 x 0.065 x 43.0 = 127 Wall 43.0 = South 352 x 0.065 x 43.0 = 984 Shaded Wall n/a 63 x 0.065 x 43.0 = 175 Wall 43.0 = West 202 x 0.065 x 43.0 = 565 Shaded Wall n/a 289 x 0.065 x 43.0 = BOB Shaded Wall n/a 48 x 0.065 x 43.0 = 134 Shaded Wall n/a 220 x 0.065 x 43.0 = 615 Wall 43.0 = North 268 x 0.065 x 43.0 = 749 Wall 43.0 = North 210 x 0.065 x 43.0 = 587 Wall 43.0 = Southwest 16 x 0.065 x 43.0 = 45 Wall Northwest 16 x 0.065 x 43.0 = 45 Shaded Wall n/a 219 x 0.065 x 43.0 = 612 Wall East 218 x 0.065 x 43.0 = 609 Door South 20 x 0.330 x 43.0 = 284 Shaded Wall n/a 17 x 0.330 x 43.0 = 241 Shaded Wall n/a 17 x 0.330 x 43.0 = 241 S1abEdae n/a 157 x 0.720 x 43.0 = 4845 SlabEdge n/a 198 x 0.900 x 43.0 = 7663 Floor Horizontal 595 x 0.037 x 43.0 = 947 Shaded Roof Horizontal 1991 x 0.033 x 43.0 = 2825 CONDUCTIVE TOTALS FOR OPAQUE SURFACES 23589 Double Window South 99 x 0.60 x 43.0 = 2541 Double Window South 13 x 0.60 x 43.0 = 323 Double Window South 13 x 0.60 x 43.0 - 323 Double Window South 35 x 0.60 x 43.0 = 903 Double Window West 61 x 0.60 x 43.0 = 1574 Double Window North 242 x 0.60 x 43.0 = 6244 Double Window North 10 x 0.60 x- 43.0 = 258 Double Window North 80 x 0.60 x 43.0 = 2064 Double Window North 54 x 0.60 x 43.0 = 1393 Double Window East 63 x 0.60 x 43.0 - 1625 Double Window East 30 x 0.60 x 43.0 = 774 Double Window East 20 x 0.60 x 43.0 = 516 Double Skylight Horizontal 24 x 0.64 x 43.0 = 660 HVAC SIZING Page 3 HVAC Project Title'''''''''' SMITH Date'''''''' 06/03/89 | MICROPAS3 v3'01 File-SMITHJT3 Program -HVAC SIZING | � User#-MP0569 User -SUN STRUCTURES Run -SMITH -JT | ------------------------------------------------------------------------------- CONDUCTIVE TOTALS FOR GLAZING SURFACES 19198 INFILTRATION: (Type: Medium) 30144 ouft x 0'82 ac/hr x 0.018 Btu/ouft-F x 43.0 = 19062 -------- SUBTOTAL 81849 DUCT HEAT LOSS: Duct Location: Attic 0'10 x 61849 = 6185 TOTAL HEATING LOAD: 68034 COOLING LOAD CALCULATIONS _________________________ DESIGN CONDITIONS FOR ZONE 'HOUSE': SUMMER DESIGN CONDITIONS: Inside Temperature''''''''''.'''''''''.''''''''''' 78'0 F Outside Temperature'.''''''''''''''''' -''''''''.''1D2'0 F Temperature Range'''''''''''''.''''''''''''''''''' 37'0 F DESIGN EQUIVALENT TEMPERATURE DIFFERENCES - 8tandard'''''''''''''''''.''''''.''''''''''..''''' 24'0 F Frame Walls and Doors'''''''''''''''''''''''..'''' 22.6 F Frame Partitione'''''''''''''.'''''''''''''''''''' ' 14.0 F SHADING CALCULATIONS: Over- Over- Un - Shade hang hang Shade Glaz Glaz Shaded shaded Line Leng' High' High' High' Area Area Area Description O' Fact. (ft) (ft) (ft) (ft) (sf) (sf) (sf) --------------- -- ------ Double Window 8 ( 2.7 x ----- ----- 2'0l - 1'2 = ----- 4'1 / ----- ----- 5'0 x 13 ------ = 10 ------ 2 Double Window 8 ( 2'7 x 3'0) - 1'0 = 7'0 / 5-0 x 13 = 17 O Double Window S ( 2'7 w 7'0) - 0'0 = 18'8 3'0 x 35 = 217 O Double Window E ( O'B x 6'0) - 1'0 = 3.8 6'0 w 30 = 19 11 CONDUCTIVE HEAT GAIN: U -value Heat Area (Btu/hr- TDeq Gain Description __________________________ Orientation ___________ (sqft) ______ sqft-F) _______ _______ (F) (8tuh) ________ Shaded Wall n/a 175 x 0'065 x 14'0 � 159 Shaded Wall n/a 46 x 0'065 x 14'0 41 Wall South 352 x 0'085 x 22'8 517 Shaded Wall n/a 63 x 0'065 x 14'0 c 57 Wall West 202 x 0'065 x 22'6 297 Shaded Wall n/a 289 w 0'065 x 14'0 263 Shaded Wall n/a 48 x 0'065 w 14'0 44 Shaded Wall n/a 220 x 0'065 w 14'0 200 Wall North 288 x 0'065 x 22'8 394 Wall North 210 x 0'085 x 22'6 308 HVAC SIZING Window South 99 x Page 4 HVAC Project Title.......... SMITH Window South - Date........ 0.60 06/03/89 24.0 = MICROPAS3 v3.01 File-SMITHJT3 Program -HVAC SIZING 13 ; ---------------------------------------------------------------------------- User#-MP0569 User -SUN STRUCTURES Run -SMITH -JT Window ' Wall x Southwest 16 x 0.065 x 22.6 = 24 Wall 61 Northwest 16 x 0.065 x 22.6 = 24 Shaded Wall n/a 219 x 0.065 x 14.0 = 199 Wall Window East 218 x 0.065 x 22.6 = 320 Door Double South 20 x 0.330 x 22.6 = 149 Shaded Wall n/a 17 x 0.330 x 14.0 = 79 Shaded Wall n/a 17 x 0.330 x 14.0 = 79 Shaded Roof Horizontal 1991 x 0.033 x 14.0 = 920 CONDUCTIVE TOTALS FOR OPAQUE SURFACES 4073 Double Window South 99 x 0.60 x 24.0 = 1418 Double Window South 13 x 0.60 x 24.0 = 180 Double Window South 13 x 0.60 x 24.0 = 180 Double Window South 35 x 0.60 x 24.0 = 504 Double Window West 61 x 0.60 x 24.0 = 878 Double Window North 242 x 0.60 x 24.0 = 3485 Double Window North 10 x 0.60 x 24.0 = 144 Double Window North 80 x 0.60 x 24.0 = 1152 Double Window North 54 x 0.60 x 24.0 = 778 Double Window East 63 x 0.60 x 24.0 = 907 Double Window East 30 x 0.60 x 24.0 = 432 Double Window East 20 x 0.60 x. 24.0 = 288 Double Skylight Horizontal 24 x 0.64 x 24.0 = 369 CONDUCTIVE TOTAL FOR GLAZING SURFACES 10715 • SOLAR HEAT GAIN: Heat Area Shading Gain Description --------------------------- Orientation (sgft) SHGF Cgeff. (Btuh) Double Window ------------- South -------- 99 ---- x 32 ------- x 0.77 = -------- 2427 Double Window South 2 x 32 x 0.77 = 54 Double Window Shaded 10 x 15 x 0.77 = 119 Double Window Shaded 13 x 15 x 0.77 = 144 Double Window Shaded 35 x 15 x 0.77 = 404 Double Window West 61 x 73 x 0.77 = -3429 Double Window North 242 x 15 x 0.74 = 2683 Double Window North 10 x 15 x 0.77 = 116 Double Window North 80 x 15 x 0.74 = 887 Double Window North 54 x 15 x 0.77 = 624 Double Window East 63 x 73 x 0.74 = 3400 Double Window East it x 73 x 0.74 = 594 Double Window Shaded 19 x 15 x 0.74 = 211 Double Window East 20 x 73 x 0.77 - 1124 Double Skylight Horizontal 24 x 152 x 0.77 = 2809 SOLAR TOTAL 19024 INFILTRATION: (Type: Medium) 30144 cuft x 0.48 ac/hr x 0.018 Btu/cuft-F x 24.0 = 6264 HVAC SIZING Page 5 HVAC Project Title.......... SMITH Date........ 06/03/89 MICROPAS3 v3.01 File-SMITHJT3 Program -HVAC SIZING , User#-MP0569 User -SUN STRUCTURES Run -SMITH -JT ' --------------------------------------------------------------------------------- INTERNAL GAIN: 6 People x 225 Btu/person + 1200 Btu (appliance) = 2550 SUBTOTAL 42626 DUCT HEAT GAIN: Duct Location: Attic 0.10 x 42626 = 4263 TOTAL HOURLY SENSIBLE HEAT GAIN 46889 LATENT LOAD: 0.20 x 46889 - 9378 TOTAL COOLING LOAD 56266 DUA14E S1OEELI' SUN 'I L: i I - STRUCTURES OFFICE: (916) 677-8206 677-0785 1 "{VJlli Our Solar Designs You Save Alone y" • CUSTOM IIOMES • ADDITIONS • PLOT PLANS • SOLAR DESIGN • FAST SERVICE • LIGHT COMMERCIAL 4120 CAMERON PARK DRIVE, SUITE H202, CAMERON PARK, CALIFORNIA 95682-8415 PROJECT : �•�1 ap S,G2. fi 1� V S i FOR : J30B SH l r 1. Location-�T�ta 13LUF6 SPAN tS�A GARDE `33 •--S€ANIS-H GARDENS PP, 2. Reference(s)- .gS U 8C .3. Design Conditions - Soil: jboo P SF' Structural Lumber (See Below) SI7,L; Olt USE SPECIES & Gltllur b (psi) F t (psi) F �� Fc(psi) F v (psi) F c1 (psi E (Psi) . x 106 srly R��u SL-rtic. It D.F. #2 framing 2to4" Wide 1,450 1,650 850 1,000 95 385 1.7 5" & Widei 1,250 1,450 650 1,050 95 385' 1.7 SLruc• D.F. jsts & pl #1 1,500 1,725 1,000 1,250 95 385 1.8 #2 1,250 1,450 650 1,050 95 385 1.7 Beams & stringer D.F. #1 1,300 ✓ - 675 _ 925_ 85 385 1.6 110sl-s timUers #1 1,200 - 825 1,000- 85 385 1.6 c1u-lam D.F. teams 24F -V4 2,400 - 1,000 1,650 165 450 1.8 CLIENT'S NAME SMITH 05-26-1989 MODEL NUMBER 3200 LOCATION OF BEAM GARAGE HEADER FLOOR LOAD = 0 1 0 + 0 ) BEAM SPAN = 16.5 (NON -REPETITIVE) ROOF LOAD = 39 ( 14 + 2'5 ) POUNDS PER L./F = 546 WALL LOAD = 0 MOD. OF ELAST. = 1600000 TRIB POUNDS AREA PER SQ FT LOADS **************************************************************** TOTAL FLOOR LOAD = 0 * 16.5 * 0 = 0.00 TOTAL ROOF LOAD = 14 * 16.5 * 39 = 9,009.00 TOTAL WALL LOAD = 0 * 16.5'* 0 = 0.00 ****************************************************** IT' Ir. ********" TOTAL LOAD ON BEAM q 9,009.00 AREA REQUIRED 69.12 7 (, /L SECTION REQUIRED 149.15 /,S�_ INERTIA REQUIRED 689.82 611� SAWN BEAM REQUIRED = 6 X 14 AREA = 74.25 SECTION = 167.063 L/010 INERTIA = 1127.672 CAMBER NEEDED = 0.03'' ) � /C MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 27 '' SQUARE ----------------------------------------------------- CLIENT'S NAME SMITH 05-26-1989 MODEL NUMBER 3200 LOCATION OF BEAM LIVING ROOM CEILING FLOOR LOAD = 0 ( 0 + 0 ) BEAM SPAN = 14.5 (NON -REPETITIVE) ROOF LOAD = 39 ( 14 + 25 1 POUNDS PER L/F = 663 WALL LOAD = 0 MOD. OF ELAST.='f600000 TRIB POUNDS AREA PER SQ FT LOADS TOTAL FLOOR LOAD = 0 * 14.5 * 0 - 0.00 TOTAL ROOF LOAD = 17 * 14.5 * 39 = 9,613.50 TOTAL WALL LOAD = 0 * 14.5 * 0 = 0.00 TOTAL LOAD ON BEAM 9,613.50 b`(S ,�.�is`d� AREA REQUIRED 73.76 ►, SECTION REQUIRED 139.86 INERTIA REQUIRED 568.47 SAWN BEAM REQUIRED = 6 X 14 AREA = 74.25 SECTION = 167.063 INERTIA = 1127.672 CAMBER NEEDED" = 0.02'', MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 28 " SQUARE ------------------------------------------ w-- -------- .................................................. ..................... CLIENT'S NAME SMITH 05-26-1989 MODEL NUMBER 3200 LOCATION OF BEAM LIVING ROOM CEILING FLOOR LOAD = 0 ( 0 + 0 ) BEAM SPAN = 14.5 (NON -REPETITIVE) ROOF LOAD = 39 ( 14 + 25 ) POUNDS PER L/F = 663 WALL LOAD = 0 MOD. OF ELAST. = 1600000 TRIB POUNDS AREA PER SQ FT LOADS **************************************************************** TOTAL FLOOR LOAD = 0 * 14.5 * 0 = 0.00 TOTAL ROOF LOAD = 17 * 14.5 * 39 = 9,613.50 TOTAL WALL LOAD = 0 * 14.5 * 0 = 0.00 TOTAL LOAD ON BEAM .4t C L6 9,613.50 AREA REQUIRED 38.00 SECTION REQUIRED 75.76 INERTIA REQUIRED 568.47 GLU LAM BEAM REQUIRED = 5.125 X 12 INERTIA = 738 CAMBER NEEDED = 0.0311 -------------------------------------------- 7 ---------- MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 28 '' SQUARE ------------------------------------------------------- 123 CLIENT'S NAME SMITH 05-26-1989 MODEL NUMBER : 3200 LOCATION OF BEAM DOOR HEADER FLOOR.LOAD = 0 ( 0 + 0 ) BEAM SPAN = 8.5 (NON -REPETITIVE) ROOF LOAD = 39 ( 14 + 25 ) POUNDS PER L/F = 682.5 WALL LOAD = 0 MOD. OF ELAST. = 1600000 TRIB POUNDS AREA PER S9 FT LOADS TOTAL FLOOR LOAD = 0 * 8.5 * 0 = 0.00 TOTAL ROOF LOAD = 17.5 * 8.5 * 39 = 5,801.25 TOTAL WALL LOAD = 0 * 8.5 * 0 = .0.00. TOTAL LOAD ON BEAM lop S� 5,801.25 AREA REQUIRED 44.51 To Ow SECTION REQUIRED 49.48 INERTIA REQUIRED 117.88 ' SAWN BEAM REQUIRED = 6 X 10 AREA = 52.25 SECTION = 82.729 INERTIA = 392.963 CAMBER NEEDED.= 0,01 " (� I MIN. PIER FOOTING SIZE (, 1000 P.S.F.) = 22 SQUARE ------------------------------------------------------- CLIENT'S NAME : SMITH 05-26-1989 MODEL NUMBER : 3200 LOCATION OF BEAM FAMILY ROOM CEILING FLOOR LOAD = 55 (. 40 + 15 ) BEAM SPAN = 14.5 (NON -REPETITIVE) ROOF LOAD = 0 ( 0 + 0 ) POUNDS PER L/F = 522.5 WALL LOAD = 0 MOD. OF ELAST. = 1600000 TRIB POUNDS AREA PER SQ FT LOADS TOTAL FLOOR LOAD = 9.5 * 14.5 * 55 = 7,576.25 TOTAL ROOF LOAD = 0 * 14.5 * 0 = 0.00 TOTAL WALL LOAD = 0 * 14.5 * 0 = 0.00 **************************************************************** TOTAL LOAD ON BEAM ` 7,576.25 AREA REQUIRED 66.85 ' SECTION REQUIRED 126.76 INERTIA REQUIRED 672.01_,__ SAWN BEAM REQUIRED c_�14 AR -EA 74.25 SECTION = 167.063 INERTIA - 1127.672 CAMBER NEEDED = 0.02'' r -L) MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 25 '' SQUARE ------------------------------------------------------- CLIENT'S NAME SMITH 05-26-1989 MODEL NUMBER 3200 LOCATION.OF BEAM FAMILY ROOM CEILING' FLOOR LOAD = 55 (. 40 + 15 ) BEAM SPAN = 14.5 (,NON -REPETITIVE) ROOF LOAD = 0 ( 0 + 0 ) POUNDS PER L/F = 522.5 WALL LOAD = 0 MOD. OF ELAST. = 1600000 TRIB POUNDS AREA PER SQ FT LOADS TOTAL FLOOR LOAD = 9.5 * 14.5 * 55?.SIY = 7,576.25 TOTAL ROOF LOAD = 0 * 14.5 * 0 5, 1-7 - _ /0.00 TOTAL WALL LOAD = 0 * 14.5 * 0 0.00 ************************************************************** TOTAL LOAD ON BEAM 7, 6.25 AREA REQUIRED 34.44 SECTION REQUIRED 68.66 INERTIA REQUIRED 672.01 ,GLU LAM BEAM REQUIRED = 5.125 X.12 AREA = 61.5 SECTION_-= 123 INERTIA _=7_3_8____ CAMBE 7-38-.- CAMBER NEEDED = 0.03'' ------------------------------------------------------- MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 25 '' SQUARE ------------------------------------------------------- CLIENT'S NAME SMITH MODEL NUMBER 3200 LOCATION OF BEAM FAMILY ROOM CEILING FLOOR LOAD = 55 ( 40 + 15 ) ROOF LOAD = 0 ( 0 + 0 ) WALL LOAD = 0 05-26-1989 BEAM SPAN = 17.5 (NON -REPETITIVE) POUNDS PER L/F = 715 MOD. OF ELAST. = 1600000 SECTION REQUIRED 136.86 - INERTIA REQUIRED 1,616.6.1 GLU LAM BEAM REQUIRED =,5:125-X `16-'S AREA-=-, 84.6 SECTION = 232.5 INERTIA— 1918.5 CAMBER NEEDED = 0.02'' --------- 7 --------------------------------------------- MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 32 '' SQUARE ------------------------------------------------------- CLIENT'S NAME SMITH MODEL NUMBER 3200 LOCATION OF BEAM LOWER FLOOR LOAD = 55 ( 40 + ' ROOF LOAD = 0 ( 0 + 0 WALL LOAD = 0 05-26-1989 GARAGE . 15) BEAM SPAN = 10 (.REPETITIVE) 7/S POUNDS PER L/F = 715 �•s It. y- MOD. OF ELAST. = 1600000 o iL TRIB POUNDS AREA PER SQ FT LOADS TOTAL FLOOR LOAD = 13 * 10 * 55 = 7,150.00 TOTAL ROOF LOAD = 0 * 10 * 0 = 0.00 TOTAL WALL LOAD = 0 * 10 * 0 = 0.00. TOTAL LOAD ON BEAM 7,150.00 AREA REQUIRED 6,3.09 SECTION REQUIRED 82.50 INERTIA REQUIRED 301.64 -SAWN BEAM REQUIRED = 6 X 12 AREA = 63.25 SECTION = 121.229 INERTIA = 697.068 CAMBER NEEDED = 0.01'' _4--------------- J MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 34 '' SQUARE ------------------------------------------------------- TRIB POUNDS AREA PER SQ FT LOADS TOTAL FLOOR LOAD = 13 * 17.5 * 55 = 12.512.50 TOTAL ROOF LOAD = 0 * 17.5 * 0 = 0.00 TOTAL WALL LOAD = 0 * 17.5 * 0 = 0.00 TOTAL LOAD ON BEAM '715 f[,f- 12,512.50 al: �O AREA REQUIRED 56.88 O <<- SECTION REQUIRED 136.86 - INERTIA REQUIRED 1,616.6.1 GLU LAM BEAM REQUIRED =,5:125-X `16-'S AREA-=-, 84.6 SECTION = 232.5 INERTIA— 1918.5 CAMBER NEEDED = 0.02'' --------- 7 --------------------------------------------- MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 32 '' SQUARE ------------------------------------------------------- CLIENT'S NAME SMITH MODEL NUMBER 3200 LOCATION OF BEAM LOWER FLOOR LOAD = 55 ( 40 + ' ROOF LOAD = 0 ( 0 + 0 WALL LOAD = 0 05-26-1989 GARAGE . 15) BEAM SPAN = 10 (.REPETITIVE) 7/S POUNDS PER L/F = 715 �•s It. y- MOD. OF ELAST. = 1600000 o iL TRIB POUNDS AREA PER SQ FT LOADS TOTAL FLOOR LOAD = 13 * 10 * 55 = 7,150.00 TOTAL ROOF LOAD = 0 * 10 * 0 = 0.00 TOTAL WALL LOAD = 0 * 10 * 0 = 0.00. TOTAL LOAD ON BEAM 7,150.00 AREA REQUIRED 6,3.09 SECTION REQUIRED 82.50 INERTIA REQUIRED 301.64 -SAWN BEAM REQUIRED = 6 X 12 AREA = 63.25 SECTION = 121.229 INERTIA = 697.068 CAMBER NEEDED = 0.01'' _4--------------- J MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 34 '' SQUARE ------------------------------------------------------- '.•• w w • • • • w • w • • w • • • . • . • . w w • w . • • • • w • w . . . . . . . • . w CLIENT'S NAME SMITH 05-26-1989 MODEL NUMBER 3200 LOCATION OF BEAM REAR DECK GIRDER FLOOR LOAD = 70 ( 60 + 10 ) BEAM SPAN = 15 (NON-REPETITIVE) ROOF LOAD = 0 ( 0 + 0 ) POUNDS PER L/F = 175 WALL LOAD = 0 MOD. OF ELAST. = 1600000 TRIG POUNDS AREA PER SQ FT LOADS TOTAL FLOOR LOAD = 2.5 * 15 * 70 Sb = 2,625.00 TOTAL ROOF LOAD = 0 * 15 * 0 = 0.00 TOTAL WALL LOAD = 0 * 15 * 0 = 0.00 TOTAL LOAD ON BEAM 2,625.00 AREA REQUIRED 20.72 �/{j,s, �3•�ib Ott - SECTION REQUIRED 47.25 INERTIA REQUIRED 249.17 SAWN BEAM REQUIRED =,4—X-1-2—ARE-A—= 39.375 SECTION = 73.828 `- INERTIA = 415.283 CAMBER NEEDED = 0.07'' ------------------------------------------------------- MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 15 '.'" SQUARE ------------------------------------=------------------ CLIENT'S NAME SMITH 05-26-1989 MODEL NUMBER 32000 F',-& LOCATION OF BEAM : REAR DECK GIRDER 3's FLOOR LOAD = 70 ( 60 + 10 ) BEAM SPAN = 7 (REPETITIVE) ROOF LOAD = 0 ( 0 +.0 ) POUNDS PER L/F = 455 WALL.LOAD = 0 MOD. OF ELAST. = 1600000 TRIB POUNDS AREA PER SQ FT LOADS TOTAL FLOOR LOAD = 6.5 * 7 * 70 = 3,185.00 TOTAL ROOF LOAD = 0 * 7 * 0 = 0.00 TOTAL WALL LOAD = 0 * 7 * 0 = 0.00 TOTAL LOAD ON BEAM 3,185.00 AREA REQUIRED 25.14 SECTION REQUIRED 26.75 - INERTIA REQUIRED 65.84 ` SAWN BEAM REQUIRED = 4 X 8 AREA = 25.375 SECTION = 30.661 _IN_ERTI-A—=- =111.148 CAMBER NEEDED = 0.01'' ��u=�� ------------------------------------------------------- MIN. PIER FOOTING SIZE ( 1000 P.S.F.) = 23 '" SQUARE ------------------------------------------------------- C A L C:U L A T I O N S F 0 R RESIDENTIAL FOUNDATIONS ROBERT SMITH HOUSE BUTTE COUNTY i P.O. BOX 2054 CHICO, CA 95927 BUILDING DEPARTMENT APPROVED CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC SIGNED �' DATE oe ¢/ FRANK L. T'YUKOS, tCE 32434 r F L T ENGINEERING 5790 CLARK ROAD PARADISE,, CA 95969 (916) 872-0254 S T R U C T UR A L C A L C:U L A T I O N S F 0 R RESIDENTIAL FOUNDATIONS ROBERT SMITH HOUSE BUTTE COUNTY i P.O. BOX 2054 CHICO, CA 95927 BUILDING DEPARTMENT APPROVED CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC SIGNED �' DATE oe ¢/ FRANK L. T'YUKOS, tCE 32434 r F L T ENGINEERING 5790 CLARK ROAD PARADISE,, CA 95969 (916) 872-0254 ° SUBJECT: BY: FLT ' PROJECT: RESIDENTIAL FOUNDATIONS DATE: 5/89 JOB NO.: 9228 ROBERT SMITH HOUSE P.O. BOX 2054, CHICO, CA 95927 ` FLT ENGINEERING. 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 15 DESIGN_CRITERIA� STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING AND CANTILEVERED WALL FOUNDATIONS. RETAINING—BEARING WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE 1985 UBC SUPERIMPOSED LOADS: WALLS: A. DL = .020 x 2 + .008 x 9— .11 k/l LL = .020 x 8 + .050 x 6.8 = .39 k/l B. DL = .020 x 14 + .010 x 6.5 + .008 x (6+8) = .46 k/l LL = .020 x 14 + .840 x 6.5 = .54 k/l C. DL = .020 x 20 + .010 x 6.5 + .008 x 6 + .018 x8 = .66 k/l LL = .020 x 20 + .040 x 6.5 = .66 k/l ' D, E & F — NONE . � LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (DL ONLY). SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL 2.0/6^2 = .056 KSF -- 1' SURCH. IS APPLIED @ WALL B ONLY. A. 41-0" HIGH RETAINING—BEARING WALL — SHEETS'2 & 3 B. 81-0" HIGH RETAINING—BEARING WALL — SHEETS 4 & 5 C. 8'-0" HIGH CANTILEVERED WALL — SHEETS 6 & 7 D. 81-0" HIGH CANTILEVERED WALL — SHEETS 81 9 E. 6'-0" HIGH CANTILEVERED WALL — SHEETS 10 & 11 F. 41-0" HIGH CANTILEVERAD WALL — SHEETS 12 & 12 ' CONSTRUCTION DETAILS — SHEETS 14 & 15 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIRE MESH — ASTM A185, 6x6 — W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE —.1500 PSF, ALLOWABLE LATERAL'BR8. PRESSURE — 200 PSF 0 m PROJECT : BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/1989 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. Fl FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 0 OF /4-55 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.39 OVERALL HEIGHT OF THE WALL - Hw (FEET): 4 OVERALLHEI8HT OF THE SOIL - Hr (FEET): 4 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT � a : ' . 1.46 ) ' TOTAL EARTH PRESSURE.- Fhr (KIP): 0.2�4 . REACTION @ TOP OF WALL - Rt (KIP): 0.08 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.16 HEIGHT OF 10' SHEAR - Ho (FEET): 2.31 MOMENT - Mw (FT -KIP): 0.12 AREA KEINF. CIN -2) 'dl(IN) SIZE & SPA (IN) ------------- _ ----------- _______________________ 0.022 3.75 #4 @ 107 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. — .25 % (IN^2): 0.180 DESIGN REINF. - VERTICALs 44 @ 24 ' - HORIZONTAL: | COMBINED STRESSES @ WALL | 0.07 < 1.0 PROJECT : BOB SMITH HOUSE - JOB NO. : 9258 DATE : 5/1989 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL'(PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 ' FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF):. 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 7.80 — DEPTH (INCHES): 6.00 DESIGN FOOTING -WIDTH (INCHES): 12.00 — DEPT TOTAL GRAVITY LOAD — Pv (XIP): 1 � 0.97 INCREASE OF ALLOW, SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): ' 975 < 1500 SLIDING RESISTANCE — Fr (KIP): 0.30 > 0.16 SLAB REINFORCEMENT: --------------------- REINF __________________ REINF @ TOP OF -WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): f0.91 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 - SLAB WIDTH SLABWIDTH REQUIRED (FEET): 4.57 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (TNCHES): 5.52 FLT ENGINEERING 5790 CLARK ROAD PARADISE, Ch (916) 872-0254 �' uc' SHEET ~� OF /.� PROJECT : BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/1909 CALCIS BY : FLT ' SUBJECT: CONCRETE RETAINING — BEARING WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: ' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF! (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT,- Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0. 146 _______________________________________________0.146 5.69 � #5 @ 25.4 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % CIN -2): DESIGN REINF. - VE - HORIZONTAL:' � i � COMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF 0.46 0.54 9 ,_^ 1.46 1.22 0.46 0.76 4~51 1.22 0.144 0.240 , 0.27 < 1.0 ^ '. PROJECT : BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/1989 CALCISBY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ` ALLOW. SOIL BEARING PRESSURE (PSF): 1500 _ ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 16.80 ' — DEPTH (INCHES): 6.00 DESIGN FOOTING — WIDTH (INCHES): 26.00 — DEPTH (INCHES)k 8.00 TOTAL GRAVITY LOAD — Pv (KIP): 2.42' INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 1450< 1500 SUDING RESISTANCE— Fr (KIP): SLAB REINFORCEMENT: ___________________ REINF @ TOP OF.WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): ^ DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.79 > 0.76 5 7.10 4 4 26.04 0.029 24 31.42 FLT ENANEERIN8 5790 CLARK ROAD PARADISE, CA (916) :872-0254 ^ 1� SHEET � OF m PROJECT : BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/1989 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------------------------ WALL _________________________________ WALL DESIGN- ------------ ALL ESIGN:____________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE,SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI)g 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): ' —LIVE LOAD (KIP): OVERALL HEIGHT OF THEVALL- H (FEET): OVERALL HEIGHT OF THE SOIL.- Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : ' TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF, (IN -2) � 'di(IN) SIZE & SPA (IN) ____________v_________________________ 0.253 5^69 #5 @ 14;7 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - - HORIZONTAL: #o e 1c, � � COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): ` -THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) __________________________---------------------- 5.69 ____________________5.69 #5 @ 37.3 DESIGN REINF. -VERTICAL2 #5 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF X5 .66 /5- 66- 7.5 6 7.5 ~'^ - 8 ' 1.46 0.84 2.11 0.46< 1.0 6 ' 5.5 8.00 0.45 0.W PROJECT : BOB SMITH HOUSE JOB NO.* : 9258 DATE : 5/1989 CALC'S BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF).- FRICTION PSF):FRICTION COEFFICIENT - Fc! ' 100 150 1.5 2.5 1500 200 0.35 FLTENGINEERIN8 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF �� DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 TOE (INCHES): 24' FOOTING KEY - DEP - BACK TO BACK OF WALL TOTAL WIDTH OF FO OVERTURNING FORCE - Fo (KIP): 1.08` | OVERTURNING MOMENT - Mo (FT -KIP): ' 3.07 TOTAL RESISTING WEIGHT - W'(KIP): 2.82 RESISTING MOMENT - Mr (FT -KIP): 6.57 OVERTURNING RATIO - SF . 2.14 NET MOMENT - Mn (FT -KIP): 3.50 ECCENTRICITY - e (FEET)-. 0.3.4- .34ECCENTRIC ECCENTRICMOMENT - Me (FTWIP):0.96 ' FOOTING AREA L Af (FT -2): 3.17 ° SECTION MODULUS - S (FT^3): 1.67 SOIL PRESSURES - DL ONLY - SPt (PSF): 1465.60 < 1500 - SPh (PSF): 314.49 > 0 SOIL PRESSURES - ADDED LL - SPh' (PSF): 1377.85 < 1500 - SPh' (PSF): 819.09 > 0 SLIDING RESISTANCE - Fr (KIP): 1.66 > 1.08 FOOTING - TOE: ' EARTH PRESSURE @ TOE - Fv (KIP): 2.20 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.45 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------- ' 0-.192 8.69 #5 7-- @ 1914 DESIGN TOE REINF #5 @121 | PROJECT : BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/1989 CALCIS BY : FLT ^ SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------------------- ___ WALL DESIGN: ------------ FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF ALL CALCULATIONS ARE IN UNITS/LN. FT. . GRADE SLOPE RATIO: LEVEL- SOIL EVELSOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 1-10 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): 0 - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL'- H (FEET): 8 OVERALL HEIGHT OF THE SOIL —Hr (FEET): 7.5 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a -.' 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.84 MOMENT - Mw &FT -KIP): 2.11 AREA REINF. (IN^2/ 'di(IN) SIZE & SPA (IN) ________________________________________________ 0.253 5.69 #5 @ 14.7 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL: - HORIZONTAL: | / HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL Hr2 (FEET): 5.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.45 MOMENT @ Hw2 - Mw2 !FT -KIP): 0.83 AREA REINF. (IN^2) 'dl(IN) SIZEA SPA (IN) ------------------------------- ___________ 0^100 5.69 #5 @ 17.3 ^ DESIGN REINF. - VERTICAL #5 ^ | PROJECT : BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/1989 CALCIS BY : FLT FOOTING DESIGN- --------------- DENSITY ESIGN:--------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK -ROAD PARADISE, CA (916) 872-0254 ` SHEET �� OF �� � '_^ 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGNTOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 28 FOOTING KEY - DEPTH & WIDTH (INCHES): 12 - BACK TO BACK OF WALL (INCHES): 6 TOTAL WIDTH OF FOOTING (INCHES): 42 OVERTURNING FORCE - F6 (KIP): OVERTURNING MOMENT _ Mo (FT -KIP): TOTAL RESISTING WEIGHT - W' (KIP): RESISTING MOMENT _ Mr (FT -KIP); OVERTURNING RATIO - SF - NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): E`CENTRTCMOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAY. MOMENT @ TOE - Mt (FT -KIP): 1.08/ 3.07 2.25 5.87 1.91 ' 2.79 0.51 1.15 3.50 2.04 1207.67 < 1500 ` 80.51 > 0 1.59 > 1.08 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) --------------------------- _____________________ 0.205 8.69 #5 @ 18.2 DESIGN TOE RE #5 @ 12 1.94 2.61 PROJECT : BOB SMITH HOUSE JOB NO. : 025E DATE a 5x1089 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITSZLN, FT. FLT ENGINEERING 5700 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /O OF /� GRADE -SLOPE RATIO:. . LEVEL, SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE.(EEET):: 0 YIELD STRENGTH REINF, (KSI): . . 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY .LOAD - DEAD LOAD (KIR /: . - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THEA OIL - Hr (FEET): THICKNESS OF WALL - TOR (INCHES): \ - BOTTOM (INCH§S): COEFFICIENT - a TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP). AREA REINF..(IN^2» Yd'(IN) SIZE & SRA (IN) 0.100 ' . 5.69 #S @ 37.3 MIN. VERTICAL REINF. - ,15 % (IN^24 MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ iG § 0.43 0.83 0.144 0.240 PROJECT : BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/1989 CALC'S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF):. DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN.- - IN:- MAX: ALLOW. SOILBEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 100 150 1.5 2.5 1500 200 0,35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 16 FOOTING KEY - DEPTH & WIDTH (INCHES): 8 - BACK TO BACK OFWALL (INCHES): 6 TOTAL WIDTH OF FOOTING (INCHES): 30 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W' (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO -.SF NET MOMENT - Mn (FTOKIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT -24 SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSFA � SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------- ____________________ 0.071 8.69 #5 @ 52.5 DESIGN TOE REINF @ 0.63 1.37 1.56 2.70 1.97 1.33 0.40 0.63 2.50 1.04 1229.22 < 1500 21.56 > 0 1.10 > 0.63 1.21 0.90 .57 PROJECT : BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/1989 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETA1NING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA. (916) 872-0254 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): . 0 - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL - H (FEETA 4 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3.5 THICKNESS OF WALL _ TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : ' 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.18 . MOMENT - Mw (FT�KIP): 0.21 AREA REINF. (IN^21 'dl(IN) SIZE & SPA (IN) . 0.026 5.69 #5 @ 144.6 MIN. VERTICAL REINF. --.15 z (IN -As 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL: 45 @ 24 - HORIZONTAL: #5 @ 16 � /6 - ' ' ' ' ^ PROJECT f BOB SMITH HOUSE JOB NO. : 9258 DATE : 5/i989 CALCIS BY : FLT FOOTING DESIGN: ---------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET A OF 10-65- ' DENSITY OF SOIL (PCF): 100 DENSITUOF CONCERTE (PCF): 150 OVERTURNING RATIO -MIN: � � 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT,- Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 1, DESIGN FOOTING WIDTH - HEEL (INCHES): 6 /uE(ImCHES) e . FOOTING KEY.- DEPTH & WIDTH (INCHES)t - BACK TO BACK OF WALL (INCHES)a 0 TOTAL WIDTH OF FOOTING � OVERTURNING FORCE - Fo (KIP): 0.30l \ OVERTURNING MOMENT 7 Mo (FT -KIP): 0.46 TOTAL 'ESISTING WEIGHT- W (KIPA 0.98 RESISTING MOMENT - Mr (FT -KIP)., 1.11 OVERTURNING RATIO - SF 2.44 ' NET MOMENT -Mn (FT -KIP).- 0.65 ECCENTRICITY - e (FEET): 0.25 ECCENTRIC MOMENT - Me (FT -KIP): 0.24 FOOTING AREA —Af (FT^2): 1.83 SECTION MODULUS - S (FT^3): 0.56 ` SOIL PRESSURES.- DL ONLY - SPt (PSF): 972.01 < 1500 - SPh (PSF): 98.51 > 0 SLIDING RESISTANCE - Fr (KIP): ' 0.54 > 0.30 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.54 MAX. MOMENT @ TOE 7 Mt (FT -KIP): 0.19 AREA REINF. (IN^2) 'd'(IN) SIZE & ______________________________________ SPA (IN) ' 0.015 8.69 #5 @ 246 DESIGN TOE REI � | ^ G ..._.... DATA.. !47 SUBJECT.-- �C-.-�'-... L�S�i I%�/�L SHEET NO....�4 /.� l `, O� ..- ----- ::ri:<i7. 9Y.......... 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