Loading...
HomeMy WebLinkAbout066-300-008KURT CARSON 66-30-8 y� 13805 Ferguson Dr, Magalia G(� r Contr: ken Young V-//�/D / _ Permit#2344-87B,P.,E,M(new single family) 10 e ki w I c I c" Dec 01 03 03:41p Sharlene Marsh c 530-873-3642 p.1 ENCROACHMENT PEFMT County of Butte Department of Public Works '. Count Curter Drive Orov%e, CA 95965 Ph= (530) 538-7157 Etta. 2016 Fax: (534)538-4356 Download Forays: wwwbuttatounry.net/publicworksffoms.htrl NOTIFY COUNTY zA HOURS BEFORE WORK 1S TO HE DONE Phone 530 538-7157 Ext. 2016 f m % m r APPLICATION I /WE, tha eadersiptd, hcreb; aPP 7 to tl a Count? of Butte foram eauoaehmat pennrt to do the folkwing work under or over Qte County roadr. i and highwayg, all in seeordanee with CzLmty ordinances and general laws. AN information exceg SiEnSIVIC Ma be typed or ledlAy printed !. Appliemt's Wunt: P, C,6 „ la Y 1Maa+= 2. Address, 3. Phone: �3 c 73 ay ,3 A,pgsar, .,a 5. Ia do% of Work to be Dwe Rv^ ills irt% �tZ 1r c`� itl tQ - 6. t�WHCOt'S Sink= Z c j v CONTRACTOR'S INFORMATION 8. Cotuta�or'r alae TYPE OF WORK TO BE DONE 4C1ub: © Gutters 0 Sidewalk: PERMIT GRANTED the ibM teaverL and subicc to A tams. condium victw9n6 dou on page 2 of thh pease' Y" C ec 9 O n plef lel 77 "3687— r inwanca yes 13 No: ❑ CIC On t-orAnly M iecr f'o V-er4 Caro m. AIl wort�slmU oonfotmto aecomapaaying: Deta� ❑ Plans ❑ SPexaa"TC n. batermed . /03 tz.6xpiwtmnDow /.2/// G r� mace Cnwp, Diri¢ior of Public Works By • • Note. If per r its are faxed to"ay number besides (530) 538-4356. thcy can be t Pnge I or 2 Geneml Cor4dons - SM Pate 2 ;d WFw :£8 £00Z S2 '^ON 91CZb-829-ms : ON Xdd LSO --723 Ss=Jr. up to one wcek. s h' S,1.aoM oltgnc Fiiunco a'itn9 , 1U6zj f rvkl� Cv% s y Ac �W7 c22W-47 0 PERMIT NO. PERMIT EXPIRES (j OWNER CONTR. Ken YOU148 ASSESSOR PARCEL 66-30-8 LOCATION 13805 Ferguson Dr., Magalia a� c 13 OFFICE COPY Address R f-0, GAS Meter Date a EL Met r rDat�_ 1 r OFFICE COPY ! Address --7 GAS Meter By Date ELEC Me D1 Temp. Power Pole t .a'•r Called PG&E TeMp�,, Elec.,Servlce T4 i Jf = OK 0 = Not '01K =otReaiyable NdMOBILE HOMES ' MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements - 2. Soils; Special MH Support -Sketch 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 6. Gas; Location -Test -Wrap: / P L" ft. / P'Nat. or/ /"L"ft./ P'LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. - 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh " Card -131 Date Card -131 Date 10. Roof;,Shthg-Roofing Card -131 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements . ; Card -131 Date Card -61 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 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 Connector 1. Setbacks -Easements 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 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -B1 Date I Card -131 Date Card -131 Date 0 0 V, = OK o Nt Apel Not Appl'icable RESIDENTIAL (Single and Duplex) - = = Nit Ready Date UNDERFLO04 .449 C Date ,=FRAMING (Continued) r_ZeMTn—g require ents-. s- angers -Post Caps -Anchors -Connectors a-rTg-, Main; s- -EI rnd.-/ /" Ftg. Depth Ing. Joi -R tr. Tier rlin-Roof Bra - russ , thng.-Rfng. g., Garage; I-/12/" Ftg. Depth V46.Yireplace Ties or F e -Fireplace Throat 4 tg„ Porches & Decks; Soils -Steel-/ /"Ftg. Depth ttic Access; Sizeome rotection-Draft Stop -Ins. Baffles em IIs, Main; Steel-BIoasf W \,4p. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions m ells, Garage;-BId Garage Fire Protection Framing r2M/ Steel a 50. Property Line Firewall & Openings ie s-FrQ �ar�ote$I . Ext. Doors -One T -Check Garage -3rd story, 2 exits W3 .W.V.; -F' gs- way C/O -Sewer Test . Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 40. 699 Pipe: Plywood on Roof Overhang -Attic Vents -Rafter Outriggers AtVA4Wer Pip e;t-An a ulator-service_Te . Siding -Nailing Veneer 12XIElectric; Underground . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access - Glazing Area -Glass Protection -Skylights -Plastic 1 -islg-Venyrrs 57. air Walls; Nailing -Bolts 16ODUlat40� LL �� W, Insulation-Walls-Clg. 5 . nfiltration-Walls-Wndws Card -B1 Dat and -B1 Date Card -WR Da -,' —and -B1 Date Card -B �jDat� Card -B1 Date Card -B1 /fir Date6(2,=7 Card -131 Date Date PLU INGit I(exce t #'s %Q ater Ht. c -Combustion Air Date FINAL P s OK except #'s Water P' e; Te.S,& Anchors -Nail Protectiont. Steps -Door & Sidelight Protection -Landings -D.W.V.; Te Fttng Anchors -Nail Protection 21eTmoe actor ower Pan; Test, First Floor -Tub Access tor - In - action Test Tub & Shower, 2nd Floor -Tub Access . Gas Pipe; Size & Anchors oom Exiting . G.F.I. 4—Bath Fixtures & Tub4Access-8pa- 6 Trim & panel; Brea)�Sizes-LabeW Card -B1 Date Card -B1 Date t Card -131 0 Date/&Z_3J7Card-B1 DateAL- it p -or Siauai.Clea - e Qpetlec. Outlets at Wood Panel; . Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection Kit. Fixt. & Appl ant rnd.-Air Ga Cooki arance -23A Elec: Receptacles Spacing -Lights & Switches at Doors 7 lec. Outlets & Receptacles at Kit. Counter Size Boxes & No. of Conductors -Stapled . Garage Fie -Dam; Swirfg-Landing ose Romex Installed Close to Edge of Studs &C er Equip. Ground made upw/Meth. Fasteners -Bond Gas`&1Whter 7 r.Htr.;V s-Cleargne�Co ir-vector- .V.- I ion 2 Appliance Circuits in Kitchen & Conductor Size 7 ., E . & Mech. Equip. Listed for Location 28. Subfeed Wire Size / e-ga. Cu of-A-I-X.C. Wire Size / /ga. \ Cu or Al 7 ec. ljeceptacles in Garage; (GoF4J:Rome*44eterr Range Circ. / / ga. Cu or AI -Oven Circ. / Cu or Al.7 ga. Insulated Neutral Yes No sulation-FoaswzLooked in Attic ❑Yes s Service -Riser Conductors & Ground -Main Disconnect&.'PCW-Venft-&-erawrTMTe-Door-Drainag ood4toAh 43 -Yes �. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Lightla,-,Fo'flowing cr instld.; Drive es ❑ No; Walks ❑ No; Planters ❑ Yes i W -Stucco; BFQ"-Fibi N£• Coe? Card -B1 Date Card -81 Date i sconnect, tri Plumbing -Ff 47 Card -131 Date Card -131 Date ents Above Roof; PIbg.-Appliance-Firep l.- learance to Openings. Date MECHANICAL (Permit) OK except #'s 9 A.C. Ducts Insulation & Support . Exterior Elec. Trim; G.F.I. Receptacle-lefgrenr+� ent Fan; Exhaust above insulation 8 ilation throughout House Condensate Drain & Overflo ; Size & Grade . 8"1 rotection 3'9. Furnace -Vent; Access -Comb. kizwReturn Ai Vent -115 outlet 8Z,—Corrections from Previous Inpections Attic Access & Platform if Furnace in Attices Meters Tagged; Gas -Electric §"O§"Ow & Sewer Connected -Cyto Grade -HD Approval 3,- L Q&157energy Compliance Certificate -Other Certificates Card -B1 ,�" Date Card -131 Date Card -131 Date Card -81 Date Card -81 DaW-J��p Card -B1 Date Card -B1 ffwQ Da!p o, yy Card -B1 Date Date FRAMING (Plans) OK except #'s Sills, Proper Material & Anchors Card_at�%JC-61 Date Walls Studs -Nailing, Spacing & Bracing—Plates-Sound Comments at Final: Be ing Walls over Girders & Floor Nailing raft Stop in Walls (rat proo Fire Stops; Furred'geilings-StW-q-Cha-s*eg-TbIA --43-Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) �-� 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 . OWNtR 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. �7 ���/► r�� tri- � � �� •����se— Inspector i 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 t✓ — / ll� CJGSu✓.: 2��/t� i 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. 6"1 i -V5 -74 ( Dpi fU O r/ `v/e ti �Fr Fl, N7 Inspector"�^D Date ✓ n COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 County Center Drive, Oroville — Phone: 598-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE NER, PERMI 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 ork Is completed. If you have any question pertaining to this matter, or dditional explanation, please contact this office immediately. �I Inspector Date ` COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS . 196 Memorial Way, Chico — Phone: 891-2751 t 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise —Phone: 872-6307 CORRECTION NOTICE 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, ,00r—need additional explanation, please contact this office immediately. x?rG- J) Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive. Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE )WNER PERMIT NC 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. (�2211 //,, " ", , - 1, - I �r, dal ///'11 Inspector, Date— /-1 L -2v CORRECTION NOTICE 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 correc�P6 of work is completed. If you have any question pertaining to this matter, o/need additional explanation, please contact this office Immediately. 0 Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS , 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 " 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE 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 correc�P6 of work is completed. If you have any question pertaining to this matter, o/need additional explanation, please contact this office Immediately. 0 Inspector Date Owner: l�� G�=�"LS't NoAr ENERGY CER,TIFICATION ; LOCATION U - A. P., No.` iJ DESCRIPTION OF INSULATION ROOF Material Brand Name Thickness(inches) Thermal kesistance (R Value) EXTERIOR WALL Material'Brand Name CPrta1 nTPpc3 _ �'�---^ Thickness(inches) /„'I�� Thermal Resistance(R Value) CEILING Batt or Blanket Type Fi bprglass -'.;,Brand Name Certal nTeed -Thickness(inches)_ /p'' Thermal Resistance(R Value) C9 _ Loose Fill Type_ Fiberglass Brand Name CertainTeed Minimum ThicknesWnches) _..:, Number of Bags Wt. per -bag 25 'lb. 1. Area covered(ft. ) Thermal Resistance(R Value).__ FLOOR, ELEVATED Material, R A �� Brand Name Thickness(inches /e" ' Thermal Resistance(R Value)f 3 O FLOOR, SLAB Material Brand Name Tthickness(inches) Thermal Resistance(R Value)li. Width(inches) FOUNDATION WALL Material Brand Name ,n Thickness(inches) Thermal Resistance(R Value) I hereby certify that -the above insulation was installed -in the above' building in conformance with the State of Califoraa Energy Requirements, C' Hawkins Insulation Co., Inca' 378407 FIRM NAME/OWNER '. '•• STATE CONTRACTOR'S LICENSE NO. ' SIGNATURE OF INSTALLATION APPLICATOR'j DATE •, I hereby certify the above insulation and -all required items as showni'vn the.j' Building Department approved plans and''attachinents have been instll aed'as... required by the State of California Energy Requirements.; `t "-`AI I}iii• ` 4� i' t All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of.California. ! 179 FIRM !TIFICATE (P ease print) f -STATE CON'TRACTOR'S LICEN3L'N0: 17 NA!V/ VJ 0 CTOR DATE THIS ST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL,��, INSPECTION APPROVAL AND A COPY SHALL!, BE POSTED WITHIN THE BUILDING."1�' January ' 1984 • i i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, C!aiiforo!B,,g5965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT N ASSESSOR PARCEL NUVYF2R i - _V ZO G BUILDING PERMIT OWNER T E LE P HONE SQ. FT. OCC, BUILDING VALUATION ✓ OWNER' iAILING ADDRESS CONTRACT(DNAME f' TE EPHONE -5!Z01 CONTRACT MDAIL G ADD 45 Y Fireplace -A' CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS _I Permit fee $ PLUMBING PERMIT ng Fee 10.00 Each Trap' 2.00 .019 Solar or heat pump water heater20.00 LOT NO. SUBDIVISION / POI PARCEL PARCCEL MAP �1 (O/ Water piping 5.00 S P10.00ea Each qas water heater or vent 5.00 USE OF STRUCTURE SF � Duplex Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets5.00 Building sewer 5.00 0a Mobile Home S G W TYPE OF WORK NewOQ Add ition❑ Remodel[:] Utilities[:] Installation❑ Other❑ Describe work:46 '�_ Permit Fee $ .00 Contractor — ELECTRICAL PERMIT Fft Main service 600V OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP 07 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check -one): am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions pCode and my license is in full, force and effect. License No. �O� r Classification ❑ 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) ❑ 1, 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 occU� OR AODNS. ( ACC. BLDGS.'/ NEw CON5TR ULTI.OUTLE NON•RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS 9 (SINGLE OUTLET CIR. 1 Ex. Occup(OUTLETS OR FIXTURES 20 0 50C wL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Q (JO Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 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 shal I be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation 3(�v QQ Permit Fee $ U 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 save, indemnify and keep harmless the County of Butte against all liabilities, dgme osts, and expenses which may in any way accrue aga' s i ou c sequence of the granting of this permit. X Date 7--13417 Ignature o�f�Api'�X — r ❑Contracror� Agentwork An OSHA requir or excavations over S'0" deep and demolition or construct- ion of struCrei over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ , OCCUP-1 2 c� CONST.TYPE FLOOD P RDEL PD ND 99U This permit is hereby issued under sions of the Butte County. Code and/or indicated above for which DIRECTOR OF PUBLIC By PER IT XPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS L/ Date r 47 �- Receipt No. Sa �' WHITE -D. r. W., YELLOW -ASSESSOR, INK-IN9P EC TOR, GOLDENROD -APPLICANT �Jj •,$"� '�Y1...�. �� rF°�,4f .y.3JK . _.-�„�.,,.. -�r�c+r�;� . �. ,. � l.�;r�;, ,,��..,1 .T,�,.�yt � . .s. •y � •� °i •►� t.:.:^t' •�-'..`fi �i^i�:t"'�" COUNTY OF BUTTE - DEPARTMEN~ OF PUBLIC WORKS -.BUILDING DIVISION " 7 COUNTY CENTER DRIVE - OROVILLE, CA'�IPO'i IIA 95965 -TELEPHONE: 916/538-7541 t e PERMIT APPLICATION DATA SHEET Permit No. OWNER.�/�� ���� A. P. No. 2 Proposed Building Us6—_ p,1J 3 40 Building Inspector Date 1t i 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. 21. 22. en you issue the perm it,rocess as follows: Madh to owner. Mail to contractor. Telephone &''7��70�J and hold for picku a'�f l-rR -office, Deliver w/inspector. Other 11 3, Copy of plans sent Health Dept.; 4 .The following data must be submitted 1. Index permit for above items No. 2. Additional items required: Applica Fire Dept., /T/Other ,% Date ,permi4 is u xfce: (Circle new item not checked above). 1-1 (' �� Contractor signer, owner, was advised of above required data by hone�ilail_counter byS date 7 — Contractor, designer, owner, was advised c, above required data by—phone _mail—counter by date Plans checked by Date—Plans approved by Date Sets oflans on hold in p File cabinet AP folder ' Copy -DPW 5. Plans with Energy Design Compliance Statement. . . . . .. 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . Letter of signature autho �i} tion. Sanitation approval fror>f�� Health Dept. alAl /67-7 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . r ' 13. Contractor's License Information (no., name style, classif.) —14. Owner -Builder Verification (Given to owner❑, Mail to ownerE]) _._._15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . 17. Pre-Inspec.request to. (Date) Pre -Inspection for___..__-_ _ _ _..._.__ _ Required. Building Inspector> 9/19. Recorded copy of Agricultural Acknowledgment Statement, �//�f t► Driveway Permit. ! jLv _ 20. Plot plan approval from city of 21. 22. en you issue the perm it,rocess as follows: Madh to owner. Mail to contractor. Telephone &''7��70�J and hold for picku a'�f l-rR -office, Deliver w/inspector. Other 11 3, Copy of plans sent Health Dept.; 4 .The following data must be submitted 1. Index permit for above items No. 2. Additional items required: Applica Fire Dept., /T/Other ,% Date ,permi4 is u xfce: (Circle new item not checked above). 1-1 (' �� Contractor signer, owner, was advised of above required data by hone�ilail_counter byS date 7 — Contractor, designer, owner, was advised c, above required data by—phone _mail—counter by date Plans checked by Date—Plans approved by Date Sets oflans on hold in p File cabinet AP folder ' Copy -DPW TO: Building Department FROM: Encroachment Permit Section RE: Dfriveway. `Clearance yr�a�fey - l �4 owner location AP # Driveway permit 3—� z L- has been issued for the above property. r sigrfature date f TO: Building Department FROM: Envi ronjnen to 1 Health SUBJECT: SANITATION CLEARANCE 4or 1,4 f OWNER Plans approved for: Hold final for: LOC ON AP # Water Supply Water Supply Water Supply Sewage Disposal W Final Clearance O.K. for: Clearance for 2 bedroom a—home. Other Clearapce for addition of No TARIAN -4�-�7 DATE RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX'& MISC-. ONLY) 7/85 Bldg. Permit # •00 _ OWNER - 44f LAWMOV A.P. # /#&. . '? GENERAL Zoning requirements: (sideyards Valuation. , Q/ Plans signed by designer. keo�uergy Design and Compliance. xisting violations on property. PLOT PLAN and number of permitted living units). mplete parcel size and dimensions. .�etbacks, sideyards, easements, etc. 3! Other buildings or structures. b�rading, fills, drainage. hazard. ;9'.,eFlood Special conditions on creation map or compliance document. FLOOR PLAN e/omplete to scale plan with dimensions. equired windows for light and ventilation (Sec. 1205). bl Required windows for second exit (Sec. 1204). '�� kylights (Chapter 34 & Sec;. 5207). man impact glass (Sec. 5406). quired room sizes, ceiling heights (Sec. 1207). .F.C.I.'s in baths, garage and exterior outlets (Article 210-8). .*Light fixtures, switches, receptacles, and exterior receptacles for maintenance of /mechanical equipment.. 40 Locations of water heater, heating and cooling equipment, other electrical or gas uipment, and plumbing fixtures. 1 . garage firewall, door size, and closer (Sec. 503(d)(3)). Lfl! 31 0" exterior exit door (Sec. 3304(e)). F4T e and wood serve location. 1fflr.o**� Smoke detectors (Sec. 1210). STRUCTURAL DETAILS foundation plan complete enough;.:to construct building. Eloor construction details complete enough:to construct building. levations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. T4�NdS .ms -r --replace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR 4/�SCxposure I plywood on exposed locations and overhangs. �/. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). . Guardrail details (Sec. 1711 & 3306(j)).. - . rick or stone veneer (Chapter 30). exterior plaster - weep screeds (Sec. 4706). 91040roper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. RESIDENTIAL PIAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) rage door or porch header sizes. ,g/ Adequate bracing. Living area over garage - complete 1 -hour separation required on garage side including supporting. walls and posts, etc. Xwo exits*on three-story dwellings (Sec. 3303 & see Mezannines 1716). PZ'- Attic access and ventilation (Sec. 3205). -" . Underfloor access and ventilation (Sec. 2516). ]Ao-O'**'W od stoves, clearances, alcoves & 1 -hour shafts. 1� Combustion air for fuel burning appliances. Jkv—Noise requirements on duplexes. -t1'Xdobe soils - special foundation design. Retaining walls requiring design. •dam' Unusual shape, size or split level house requiring lateral design. G �o- 34 - fr Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT RECORDED BUTTE COUNTY FOR RESIDENTIAL DEVELOPMENT OFFICIAL RECORDS BY Section 26-8.1 of the Butte County Code requires this acknowledgemen - J be recorded prior to issuance of a building permit. 8,7-262C6 193 JUL 2 f AA11n The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this CANDACE J. HUSH _ property may be subject to inconveniences or discomfort arising from CLERK -RECORDER FEE �f the use of agricultural chemicals, including, but not limited to herbicides, pestic� and fertilizers; and from the pursuit of agricultural operations including, but not 1 mitedPagee,, to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones 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: PARCEL Lot 7, as shown on- that cer.tai`n-Map entitled; "P,AR.ADISE .,P:INES COUNTRY CLUB, -ESTATES .UNIT 4", ,,w,which,Map; w,as ,filed in-th'ei,.::Of- ,Fic:e of'':th:e--Recorder o'f the 'County of , Butte,: State .af=Cehifornia `! on. October 2;7, 1971, ` in Book 38 of Maps; at •pages 6'9;": 70, 7l, r72 'and 73:: EXCEPTING THEREFROM,.all minerals oil'". gas, asphaltum and.other hydrocarbon substances, with'' pr.ov'isio,n.1­th'a't'-- any _and ell mining :,operations shall be done' From orifices >outside,:.the surface :.area of. the. hand .. described herein, , and that no damage:shall`�be-done to surface of said land. PARCEL -:II: A non-exclusive easement over Lots A, B,, C, D, E, F, G, H, I,.J, K, L, and M, (the common area) of*sa'id Paradise Pines Country Club estates Unit 4 and the lots designated,.,for common and recreational areas as described in the Declaration of -Annexation for Units IV;._•VI, V,I.II, X, XI, XII, XIII, -XIV, XV and Country Club' Estates Units No. 1, Z_,,. 3, end .4:. Date: July 20, 1987 PROPERTY OWNERS: 19 87 before f State oCalifornia ) On this the 20th day of July personally appeared SS. me, the undersigned Notary Public, p County of . But t e ) Kurt S. Larsen Personally known to me. oroved to me on the basis f satisfactory evidence• to be the person(s) whose names) is subscribed to the within instrument and acknowledged that he executed the same for the purposes thecontained. seal. IN WITNESS WHEREOF, I hereunto set my hand and OFFICIAL SEAL CELESTE F. RINER ®� NOIARY PUBLIC CALIFORNIA BUTTE COUNTY�— MY comnussmn e�pues Jan. 7. 1991 Notary public � r Present A.P. No- A!, o. AT •. %�' :ter' _�� • ._ ` 4 RESIDENTIAL ENERGY PL9N'CHECK/INSPECTION SUMMARY FORM I Owner /�Ll�Gr D� Climate Zone _ Permit No. a3e/c/4J' Floor Area Compliance path: Package ❑ A ❑ B ❑ C A Point System ❑ Budget *other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling jeso Wall - 9 1 t ❑ Slab Floor Perimeter ❑ Raised Floor 7/83 Shading Coefficient Description; East eb,4421416 - South West •G' Skylights (C) South Overhang Length of projection �.). ft.!Des'cription (D);Moveable (2) INFILTRATION: Area t ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the Type 1972 ANSI Air Infiltration Standards and shall be certified and HC= R= labeled. Location (� (C) All swinging doors and windows leading to unconditioned areas Type, shall be fully weatherstripped. Ft.Z HC= Tight - the above standard features plus: MC= ❑ (D) Continuous infiltration barrier ■ (E) Electrical outlet plate gasket - Area ❑ (F) Air-to-air heat exchanger MC= Location (3) GLAZING: (A) Location - Area Ft.2 Area Glazing %Floor Area Single Double Triple MC= Location Total Bldg Ouf.% X /1dVX X (� North 4:3q. o S.A5S X - Area Ft.2 East X5.5 /'0 K_ MC= Location South 167.4 � 6dev West 3—(o.6 ❑ Ft. Skylights --- — MC= (B) Shading 7/83 Shading Coefficient Description; East eb,4421416 - South West •G' Skylights (C) South Overhang Length of projection �.). ft.!Des'cription (D);Moveable insulation: Area t ft4 Description (E) Thermal mass Type f - Area --Ft. 2 HC= R= MC= Location ' Type, - Area Ft.Z HC= R= MC= Location Type - Area Ft.2 HC= R= MC= Location Type - Area Ft.2 HC= R= MC= Location l Type - Area Ft.2 HC= R= MC= Location ` Type - Area Ft. HC= R= MC= Location FORM 1 ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. Ip X1(5) HEATING; VENTILATING. AIR CONDITIONING SYSTEM (A) Heating Central Gas Furnace (brand and model number) Btu/hr (heating capacity) Heat Pump (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar model number o/ 0 SE 7.5 type (Liquid or air) Collector brand and ft2 solar fraction collector area collector orientation collector tilt rated y -intercept rated slope ■ Other W"d *1 (B) Cooling (describe) Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump 2410, j EER Btu/hr (cooling capacity at 95°F) Other tt M*&.O— hW&,L (describe) 41 (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ■ (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. ® (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of riot less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: R Heating: Winter design temperature 30 °, elevation *2600 ', heating load V.03 --BTU elevation factor it x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature P? °, cooling load 3 / 30 BTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 (USE T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2,'Chapter 2-53 of the California Admini-tratipe-Co de. 7/83 SIGNATURE OF 3 OR APPLICANT 3 - FORM 1 (6) DOMESTIC WATER SYSTEM. D (A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) ❑ *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. ® (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of riot less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: R Heating: Winter design temperature 30 °, elevation *2600 ', heating load V.03 --BTU elevation factor it x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature P? °, cooling load 3 / 30 BTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 (USE T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2,'Chapter 2-53 of the California Admini-tratipe-Co de. 7/83 SIGNATURE OF 3 OR APPLICANT Table 3-3a. Ceiling Insulation Points R -Value of Insulation I Points 19 ZONE 11 22 I -2 OWNER 1<QWX I-AgdrW POINTS PERMIT N0.-;23-Icl-82 ASSIGNED ACTUAL 1. SLAB - INSULATION Sngl, `5 1 2. P.AISED FLOOR - R-19 I Floor ( I Area 1 3. CEILING - R-30 _A30 I I 0 1 -1 4. WALL - R-19 ++44 ( +2 I 1 +5 I 1 +3 I 1 5. NORTH GLAZING - 2.413.67 ( 6. EAST GLAZING, - 2.5-3.6% �• O �- 7. SOUTH GLAZING - 1.6-3.67 L S. WEST GLAZING - 2.9-3.6% I 0.1- 1.2 I 9. SKYLIGHT - 0-1.3% 1 0 1 +1 I +3 I +6 I +7 10. SHADING (Exclude Overhang) I -4 I -6 I -2. 1 1 -4 EAST - .66� yup I 1.3- 2.3 ( SOUTH - .19-.42 1 +2 I 1 WEST - .13-.36 L t_ I -6 .SKYLIGHT - .37-.57 .37-.57 Table 3-3a. Ceiling Insulation Points R -Value of Insulation I Points 19 I -4 22 I -2 8 P I +4 38 ++2 49 I +4 Table 3-4a. Wall Insulation Points I R -Value of Insulation I Points I 19 I 0 I I - - I 72- 30 230 +3 rFaeing Glazing pte Glazin Ty e la I Table 3-7. South-Facin Clazi-na Pte Table 3-10 I 1 Glazing Type I • Total I I i I of I Sngl, Dbl, Trpl, I Floor 1 (U - I (U - I (U - I I Area 11.10) 10.65) ( 0.41)1 I I o!nts I oints I ointsl 0 +s +3 +3 1 up to 1.5 1 +2 1 +2 1 +2 1 1 1.6- 3.6 1 -1 1 0 1 0 1 1 3.7- 5.2 1 -4 1 -2 1 -2 I 1 5.3- 6. -6 I 4 1 -3 I I "- 7.7 1 -9 I� 1 =5 I 1 7.8- 8.9 1 -11 1 -8- 1 -7 1 1 9.0-10.0 1 -13 1 -10 .1 -9 1 110.1-11.3 1 -17 I -13 ( -11 1 1 11.6-13.0 1 -21 I =16 I -14 I i 13.1-14.5 I -25 1 -19 I -16 I 1 14.6-16.0 I -28 1 -22 I -19 I ,e 3-8. West-FacingGlazingPts. I Glazing Type Total I 1 I of I Sngl, Dbl, Trpl, Floor 1 (U - I (U I (U - I Area 11.10) 1 0.65) 1 0.41)1 til. HORIZONTAL SOUTH OVERHANG 2' d I Orien- Z of I 8 P I +4 1 o i ul, I +s +3 1 +6 I 1 +6 1 Sngl, Dbl, Trpl,1 12-. MOVABLE INSULATION - NONE -- I 0 I +1 ( +2 I Floor ( I Area 1 U - 0.66 I U - 1 0.42- I U - I 1 0.41 1 I I 0 1 -1 _2 1 T -3--Z. 8 I ( 2.9- 3.6 1 0 -3 ++44 ( +2 I 1 +5 I 1 +3 I 1 13. -INFILTRATION (Standard=0)(Tight=+12) I to i to I' to I to I up ( 11.10 10.65 1 down I 1 0 1 0 1 0 1 0 1 0 1 3.7- 4.2 I -3 0 I -2 +1 I I 0 I West I .1 11.6 13.2 16.4 ( 8.0 I 0.1- 1.2 I ++4 1 ++4 1 +6 I 1 0 1 +1 I +3 I +6 I +7 1 4.3- 5.0 1 I 5.1- 5.6 I -8 -10 I -4 I -6 I -2. 1 1 -4 14. THERMAL MASS SF I -1 1 -3 1 -4 t -i2 1 -15 yup I 1.3- 2.3 ( +1 ( +2 1 +2 I 1 5.7- 6.2 1 -13 1 -8 I -6 15. GAS FURNACE (SE) -- 71-767. ( 0 1 0 1 0 1 0 1 0 .37-.57 i 2.4- 3.6 I 1 3.7- 4.8 I -2 -4 I 0 1 -2 I +1 I I. -1 I I I-'7.0- 6.3- 6.9 I 7.6 I -13 -18 I -10 I -12 I -7 I I -9 I 16. HEAT PU11P (EER) 7.5-7.9% �. 1 4.9= 6.1 I I l�1� I -7 -9 1 -4 ( �` -3 I 1 -5 I I 7.7- 8.2 1 -20 1 -14 i -11 I '� I 7.4- 8.2 I -12 I -8 I -7 1 I I 8.3- 8.8 1 8.9- 9.5 I -22 -25 ( -16 1 -18 1 -13 1 I -15 1 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% I 8.3- 9.7 i -14 1 -10 ( -8 I ( 9.6-10.1 1 -27 j -20 I -16 I WOOD STOVE -_ I 9.8-10.8 1 i 10.9-12.0 I -17 -19 1 -12 I -14 1 -10 1 1 -12 1 1 1 10.2-11.0 1 11.1-11.8 1 -29 -35 1 -23 I -26 I -17 1 I -21 1 WATER MEATER $ 112.1-13.2 I 113.3-14.5 I -22 -24 1 -16 1 -19 I -13 1 I -15 1 111.9-12.7 1 I 12.8-13.5 1 -38 1 -29 1 I -24' 1 ATTIC O# 1 14.6-15.3 I I I -27 1 -20 I 1 -17 1 I I 13.6-14.3 1 -42 -46 -32 1 -35 1 -27 1 1 -29 1 _ 1 14.4-15.2 1 -50 I -38 1 -32 I OTHER - I I I I I 4A) Table 3-9. Sk li:ht Points TOTAL POINTS = �s Table 3-6. East-FacingGlazingPte. I I Glazing Type I I I Glazing Type 1 I Total I 1 _ --'- I Total I I I Z of Sngl, Dbl, Trpl, ( 2 of I Sagl, Dbl, Trpl, I Floor 1 U- I U- I U- I -able 3-1. Slab Floor Points Table 3-2. Raised Floor Points 1 Floor I (U - I (U - I (U - I ( Area 10.66- 10.42- 10.41 I I Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 1 down I 17n�vla- I R -Value of Insulation ( I R -Value of I I 1I olnts I oints [paints! -T I tiun I I ( Insulation 1 Points I ' 0 1 +' + +� 1 u t 1.3 I -1 1 I 0 I I Depth, I I ( I P to 1.3 3 1 +4 I +4 I I - -3 I - I -t I I.inchcs I 0-2 13-4 1 3-6 I' 7+ I I 2.4 +1. I +� I +2 I I 2.3- 2. I -6 -4 I -3 1 I I I ! I I I below 3 1 -12 I 1 2.5- 3.6 1 -2 1 0 1 0 1 I t-9- 3.6 -9 -6 1 -5 I 1 3- 4 ( -8 1 1 3.7- 4.6 1 -5 1 -2 1 -1 1 1 3.7- 4.2 I 1 -8 1 -6 I o- It 1 -s 1 -3 1 -3 1 -3 I I 5- 7 I -6 1 1 4.7- 5.6 1 -8 1 -4 1 -3 1 1 4.3- 5.0 I 1 -10 I -a I 1 12 - 15 I =3 1 -3 1 -2 I -1 I J 8- 12 I -4' 1 1 5.7- 6.7 I -10 I -6 I -5 1 1 5.1- 5.6 I -16 -12 1 -10 I i 16 - 19 I -3 1 -2 I -1 I 0 1 1 13 - 18 I T2 1 I 6.8- 7.7 I -13 I -8 1 -7 1 I 5.7- 6.2 -19 -14 1 -12 1 I 20 + 1 -S I -1 1 0 1 +1 1 1 •19+ 1 0 1 I 7.8- 8.7 I -15 1 -10 I -6 1 I 6.3- 6. I -21 I I -13 I I I I I i I 1 1 I 8.8- 9.7 I -17 1 -12 1 -10 1 I 7.0- 7 6 1 -24 I -13 -15 I I 9.8-11.2 I -21 I. -1S 1 -13 1 I 7.7- .2 1 -26 1 -20 -17 I 111.3-12.7 I -25 ( -18 •I -13 I I a.3- 8.8 1 -28 1 -22 1 - I /; / 1713 7/7/83 112.8-14.0 1 -28 I -21 1 -18 1 I 8.9- 9.5 1 -31 1 -24 1 -21 I - ; 14.1-15.3 1 -32 1 -24 1 -20 1 1' 9.6-10.1 1 -33 1 -26 I =22 1 ch.a..,. I SC by I , I Orien- 1 I Floor Area tation I +4 I zest 1 I 3.2 1 Ii 0-3.1 up I I 6o) 16.4, I I I I I 0 -.19 I 0 I +1 ( +2 0 I 0 11 1 i .37-.66 �0 I .67-.82 I I 0 1 -1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 i 6.4 18.'0 1 9.6 I I to i to I' to I to I up i 3.1 16.3 17.9 ( 9.5 1 I 0 -•18 1 0 1 +1 1 +2 I +2 I +3 i .19-.42 1 0 1 0 1 0 1 0 1 0 1. .43-.66 1 0 1 -1 I -2 1 T2 -3 I -67 up ,i 1 0 1 -T I -4 I -4 1 -6 West I .1 11.6 13.2 16.4 ( 8.0 I to I to I to I to I up 1.5 i 3.1 i 6.3 ; 7.9 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 I 0 1 0 1 0 1 0 1- 0 .37-.57 I 0 1 -1 1 -3 I -6 1 -7 .58-.82 I -1 1 -3 1 -4 t -i2 1 -15 yup I -2 I -4 I -8 ( -16.:1. -20 I 1 I i l Skylight 1 I .1 I .8 1 1.6 13.2 14.0 I to i to I to ' l to I to . 11 7 1`5 13.1 13.9 1.5.2 0-.12 1 0 1 +1 i +3 I +6 i +7 .13-.36 ( 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 1 -6 I -- .58-.82 .1 -1 I -3 I -6 1 -12 I -. .83 up I -2 I -4 1 -6 I -16 1 -20 I I I I t Table 3-11. Horizontal South Overhane Points South Glazing I Length Out I Area, Z of Floor 1 I from Wall I I I it T 0-6.3 i 6.4 up ' 0 - 0.5 1 -2 1 0.6 - 1.0 - 1 -2 I -3 I 11.1 - 1.9 1 -1 1 -2 I' I 2.0 up I 0 1 0 I' I I I I Table 3-12. Movable Insulation Points I Moveable Insulation] I I Area, Z of Floor I Points 1 0 - 5.5 1 0 3.6 - 11.S I +2 11.6 - 17.3 I +4 17.6 - 23.3 I +6 _23.6+ 1 +8 b. Table 5-13. laf!ltration Control Feetures Points I Coctrol Features I Points I T- I 1 I Standard I 0 i ! I I 1 1.9 air changes per hr 1 I I I I I Tight I +12 I I I I 0.6 31T changes per hr Table 3-15. Cas Furnace Without Refrleeration Cool!ne Points 1 Seasonal Efficiency I Points I ( (SE), x I I I 71 - 76 I 0 1 I 77 - 82 I +2 I 1 83 - 88 I +4 I I' 89 - 94 I +6 I I 95 up I I I +8 I I 1 +13 I I 9.7 Table 3-16. Energy Efficiency I Points Ratio .(EER) { I 1 7.5 - 7.9 I +3 I I S.0 - 8.3 I +6 I I 8.4 - 8.7 I +9 I i 8.8 - 9.1 1 +12 I I 9.2 - 9.6 1 +13 I I 9.7 - 10.2 I +18 1 I 10.3 - 10.8 1 +21 1 I 10.9 - 11.5 I +24 I 1 11.6 - 12.3 1 +27 I I 12.4 I - 13.2 1 +30 I I i Table 3-17. Cas Furnace With Refri¢eration Coollne Points 'Refrigeration{ Cas Furnace I I Cooling I SE + I 71-177-i a 3- 89- 95 I 1 761 821 881 941 up I I 8.0 - 8.3 1 01 +21 +•41 +61 +8 1 1 8.4 - 8.7 1 +21 *yl +61 +91+10 1 1 8.8 - 9.2 1 a41 +61 *81+101+12 1 1 9.1 - 9.7 1 +61 +81+101121+14 1 I 9.8 - 10.3 1 +31+101+121+141+16 1 110.4 - 10.9 I+1G1+L21+141+161+18 I 111.0 - 11.5 1+121+i:1+161+181+20 1 I I ! 1 I I 7/7/83 TABLE 3-14 (ADAPTED) !IA SS AREA S0. F 5 IO IS to 25 30 35 40 50 60 10 23 90 1.20 1.30 1,40 1 i 2,Go 2,50 3.00 3.50 4.00 4.50 S.oG ZONE 11 IRTEkIOR THERMAL MASS POINTS 0 0 0 0 1,000 I 7 - 14 i +2 I 1.500 1 +4 I I 24 - 30 2,000 I 31 - 39 I +8 i 2,500 I : +LO I I 3,000 I 56 - 63 I +14 I 3.500 I +18 I I 72 up I 1,000 60-69 I 4.SGO 0 +3 5,000 1 T. A 8 C 0 A R C 0 A B C D A 8 C D A 8 C 0 A 8 C D A R C D I A j R C 0 A- i 8 C • 0 2 2 2 2 2 2 2 0 1 2 2 2 0 0 0 0 0 o' o O 0 0 0 0 0 0 0 0 0 0 0 0 a 0. 0 0 .JI 0 0. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 OI 0 0 0 0 1 0 6 i 6 4 4 / 4 2 2 *2 2 2 2 2 2 2 2 2 2 2 2 2 2 '2 2 2 1 0 2-t 2 0 2 2 2 01 0 8 8 i 1 6 i / 2 4 1 1 2 1 / 1 2 2 2 .2 2 2.2 2 2 2 2 2 2 2 2 2 2 2 . 2 G1 9 1010 R 5 6 6 6 / 6 6 4 2 4 4 4 2 / 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 : 0 12 12 10 6 8 8 6 / 6 6 6 4 6 6 4 2 4 / 4 2 4 4 2 2 2 2 2 7. 2 2 2 7 2. 2 2 2 0 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 7 2 0 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6.6 / 2 4 4 4 2 / / 4 2 4 I 4 2 2 J 4 2 2 3 18 18 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 4 2 4 < 4 2 4 a 1 j 3 22 20 18 12 14 1/ 12 8 12 12 10 6 10 10 8 6 8 8 i 4 8 G 6 4 6 6 6 4 I 6 6. 4 2!• 6 6 J 2{ 0 24 24 20 14 18 16 14 10 14 14 12 8 10 10 10 6 10 10 8 6 8 8 6 4 8 6. i 4 6 6 6 41 6 6 . 7, 0 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 e 6 10 R 8 4 ! ( 6 i 4 a i 6 I I 6 6 G 4 1 0 28 28 74 16 2Z 20 18 12 16 16 14 10 14 14 12 6 12 12 10 6 10 10 3 6 B 8 '8 4 a 8 6 /t B a c 0 30 l0 26 18 °2 20 20 14 18 18 16 10 14 14 12 8 12 12 10 6 12 10 10 .6 I 10 10 8 6 8 8 O 4I . a 6 6 i i 0 .32 12 28 20 24 24 22 14 20 20 18 10 16 16 14 8 I1/ 14 12 8 12 12 10 6 ,8 10 10 10 6 10 10 8 FI !a e f 0 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 1/ 11 12 8 14 12 12 ('12 12 10 6 10 10 B 6 10 in 8 6 0 7J 3/ 32 22 28 26 24 16 22 22 20 12 18 18 Ie 10 lu 1/ 14 s 14 12 12 8 12 12 10 6 12 10 10 G� 10 10 F. G 0 34 34 32 24 28 28 26 18 24 24 20 It 20 20 18 12 18 16 14 10 14 14 12 8 14 14 12 8 12 1? ;G 6, 10 10 13 S 0 136 34 34 24 30 30 26 18 21 24 22 11 22 20 18 12 18 18 16 10 16 16 14' 8 14 14 12 8 17 12 10 GI 1Z I 1;. ! d I 0 34 34 32 22 30 30 26. 18 26 26 22 16 22 22 20 14 120 20 18 12 18 18 16 10 16 16 i4 G 14 14 12 8 I 0 I 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22. 14 122 22 38 12 20 20 is I: 19 IS it :0 34 32 30 22 30 30 26 .18 28 '.6 24 #'16 ! 24 24 22 14 22 27 20 14 :: .3 1 li 32 32 30 20' 30 30 26' 18 f 26 28 24 16 26 24 22 14 1 `4 ;4 20 14 ' - 32 32 30 20 30 26 18 ! 73 28 24 if 17.5 Z$ 2: 1F 130 32 32 28 20 30 30 26 It j is ?- ;t 32 17 V 20j 13 ;u .6 1- '• A) 1. 31s` Concrete Slab: NC -8.93; R-.29; Factor -7.3 2. 3 3/4• Thick Common Brick: IIC-7.125; R•.13; Factor -7.3 B) 1. S%y Concrete Slab: NC•14.106; x•.458; Foctor•7.1 C 1. 8- S011d Filled Block: NC -20.63; R-1.93; Factor•6.1 2. 8` Solid Filled Dloci Ylth Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal'Nass Area: NC -10.164; R-.965; Factor -6.1 0) 1` Thick Concrete/Tile: NC -2.55; R-.083; Factor�-3.7 Table 3-19. Zonally Controlled Electric Resistance Space Heating Points 1 Points for this measure will I be completed after the CSC I I has approved an Alternative I I Component Package for Resistance 'I I Beat. I I Table 3-18. Active Solar Space Heetlne witn Gas Points Net Solar Fraction I Points I (NSF), x I I I o-6 I O I I 7 - 14 i +2 I 1 15 - 23 1 +4 I I 24 - 30 I +6 1 I 31 - 39 I +8 i I 40 - 47 I : +LO I I 48-55 I +12 I I 56 - 63 I +14 I i 64 - 71 I +18 I I 72 up I I • +20 I I: T.1.1. 1-7n. Coln, U...- w..-..-, u4.t n-- a--,...- n wood stove #33 points•(no back up) casablanca fan + l.point Multifamll (per unit oincs) Floor Area Net Solar Fraction (NSF), Z per unit, ft2• I Cas Only I 1 0 ; I I neat pomp ( I I 0 I 1 I Solar with Electric 1 I I I Resistance Ra:kup ( i I Meeting the Require- i I 0.9 10-19 1 20-29 30-39 40-49 50-59 60-69 70-79 600-099 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1.999 0 +1 +3 +4 +6 +7 +8 +10 2.(',()g and u 0' +1 +2 +4 +5 1 +6 +7 +9 All others (pe z building points) 800-899 0 +5 +10 +14 +19 +24 +29 +34 900-999 0 +4 +S +13 +17 +2l +26 +30 1,000-•1,199 0 +4 +7 +11 +15 x-19 +22 +26 1,200,1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +16 2,Ov0-3,999 0 +2 +3 +5 +7 +8 +10 +11 3,000 ar.d uo 0 +1 +3 +4 +S +7 +9 1 +10 Table 3-21. Other Water Heating its. 1 System Type 1 Points 1 f I I I Cas Only I 1 0 ; I I neat pomp ( I I 0 I 1 I Solar with Electric 1 I I I Resistance Ra:kup ( i I Meeting the Require- i I I rents fu Part 2 1 I 0 I I i Electric Resistance I I I I Daly 1 I I -40 I CA cc. P23- War ^ SUBJECT: TYPICAL RESIDENT�AL FOUNDATIONS BY: FLT DATE: 11/86 JOB NO.: 6552 ' PROJECT: VERN HALL — GENERAL CONTRACTOR 6240 OLIVER RD., PARADISE, CA ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 1,C DESIGN_CRITERIA� STUD WALLS, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY FOOTING. - ' CODE 1982 UBC GARAGE & DWELLING: MIN. DL = .020 x 3 + .015 x 8 = .18 k/l GARAGE: MAX. LL = .020 x 15 + .020 x (15-3) = .54 k/l DWELLING: MAX. LL = .020 x 18 + .020 x (18-3) + .050 x 9 + .015 x 8 = 1;23 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH —.BEARING (INCLUDES DL + LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF (SNOW) + ADD'L HEAVY ROOF DL + ADD"L FLOOR DL + ADD'L WALL DL SURCHARGE OF 2000# WHEEL LOAD @ GARAGE @ APPROX. 3' FROM WALL — 2.0/6^2 = .056 KSF -- 1' SURCH. CALCIS — GARAGE: — 1.A. 4'-0" HIGH WALL — SHEETS 2 & 3 . . I.B. 0-0" HIGH WALL — SHEETS 4 & 5 I.C. 71-6" HIGH WALL — SHEETS 6 & 7 DWELLING: — 2. 41-6" HIGH WALL — SHEETS 8 & 9 3.A. 0-0" HIGH WALL — SHEETS 10 & 11 3.B. 51-0' HIGH WALL — SHEETS 12 & 13 CONSTRUCTION DETAILS — SHEETS 14,15 & 16 MATERIALS: CONCRETE — ULTIMATE COhPRESSIVE.STRENGTH — f'c = 2000 PSI @ 28DAYS, REINFORCING — ASTM A615, GRADE 40 WELDED WIRE MESH — ASTM 0185, 6x6 — ALLOWABLE SOIL BEARING PRESSURE — 1 ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF BUTTE COUNT.Y, ., WILDING DEPART - IV APPROVE PROJECT : VERN HALL - GENERAL CONTRACTOR JOB NO. 655 DATE : 11/1986 CALCIS BY : FLT SUBJECT: CONCRETE FETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, .,CA ( 916) 872-0254 SHEET Z OF A6 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 3(: SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (K:SI): 4o ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 20� �Q GRAVITY LOAD - DEAD LOAD (K.IP) 0.18 - LIVE LOAD (.K:IP) 0.54 OVERALL HEIGHT OF THE WALL - Hw (FEET): 4 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a 1.4E TOTAL EARTH PRESSURE - Fhr (KIP): 0.38 REACTION C TOP OF WALL - Rt TIP): 0.16 REACTION C BOTTOM OF WALL - Rb (KIP): 0.22 HEIGHT OF 101 SHEAR - Ho (FEET): 2. '23 MOMENT - Mw (FT -KIP): 0.18 AREA REINF. (IN'`'S) 'd9(IN) SIZE & ------------------------------------------------- SFA (IN) 0. 033 3.75 #4 @ 73.3 MIN. VERTICAL REINF. - 115 % (IN`2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN�2) : 0.180 DESIGN REINF. - VERTICAL: #4 C 24 - HORIZONTAL: #4 C 13 COMBINED STRESSES C WALL 0.10 :: 1.0 FLT ENGINEERING PROJECT : VERN HALL - GENERAL CONTRACTOR 5790) CLARK ROAD JOB NO. : 6552 PARADISE, CA DATE : 11/1986 ( 916) 872-0254 GALL'S BY : FLT SHEET 3 OF 110 FOOTING DESIGN: --------------- DENSITY OF SOIL (:.PCF): 100 DENSITY OF CONC-ERTE (PCF): S > ALLOW. SOIL BEARING PRESSURE (F'SF) : 150o 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): 9.76 - DEPTH A INCHES): 6.00 DESIGN FOOTING - WIDTH (INCHES): 12.00 - DEPTH (INCHES): 6.00 TOTAL GRAVITY LOAD - Pv (;IP): 1.22 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - 0 (PSF): 1220 � < 15oO SLIDING RESISTANCE - Fr (KIP): 0.34 > 0.22 SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): 7.81 DESIGN HOF:IZONTAL SPAN (FEET): 4 SLAB TH I Cf -.:NESS (INCHES) : 4 SLAE' WIDTH REQUIRED (FEET): 8.93 DESIGN AREA OF SLAB REINF. (IN-'2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (FSI): 00 LENGTH OF DOWELS (INC:HES): 8.62 PROJECT : VERN HALL - GENERAL CONTRACTOR JOB NO. 655. DATE : 11/1986 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ---------------------------------- WALL_ DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E) 872-0254 SHEET ¢ OF /6 GRADE SLOPE FIATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (kSI): 4o ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.18 - LIVE LOAD (KIP) 0.54 OVERALL HEIGHT OF THE WALL - Hw (FEET): 6CE OVERALL HEIGHT OF THE SOIL - Hr (FEET): 7 THICKNESS OF WALL- T (INCHES): 6 COEFFIi_IENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): REACTION C TOP OF.WALL - Rt (KIP): REACTION C BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAR - H• � (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN'2) 'd'CIN) SIZE & SPA (IN) ------------------------------------ 3.75 #4 @ 24.1 MIN. VERTICAL REINF. L .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN -2): DESIGN REINF. - VERTICAL: #4 @ 24 HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.74 0.29 0.45 3.37 ^7 0.55 0.108 0.180 0.28 < 1.0 FLT ENGINEERING PROJECT VERN HALL - GENERAL CONTRACTOR 5790 ,CLARK F:OAD JOE; NO. :16552 PARADISE, CA DATE , 11/1986 ( 916) 872-Q254 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 150 ALLOW. LATERAL, BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEATING PRESSURE (PSF): 150 PRELIM. FOOTING - WIDTH (INCHES): 11.8E - DEPTH (INCHES): 8.47 DESIGN FOOTING - WIDTH (INCHES): 12.04 - DEPTH (INCHES): 6.00 TOTAL GRAVITY LOAD - Pv (KIP): 1.42 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - 0 (PSF): 1420 < 15� �0 SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: -------------------- SHEET 4. OF /c 0.414 0.45 - INCREASE BACKFILL 'REINF C TOP OF WALL' ( BAF: #) : 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.77 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REWIRED (FEET): 16.33 DESIGN AREA OF SLAB REINF. (IN"2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 30 LENGTH OF DOWELS (INC:HES): 15.77 PROJECT : VERN HALL - GENERAL CONTRACTOR JOB NO. : 6552 DATE : 11/1986 CALCIS BY : FLT. SUBJECT: CONCRETE RETAINING - BEARING WALL WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 516) 872-0254 SHEET ir OF /6 GRADE SLOPE FIATIO: LEVEL SOIL EQUIVALENT FLUID PF: 68SURE (PSF) : .3o 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 (IIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - FMr (K:IP): REACTION C TOP OF WALL - Rt (KIP): REACTION L BOTTOM OF WALL •- Rb (KIP): HEIGHT OF 101 SHEAF:'. - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN�2) 'd' (IN) SIZE & SPA (IN) ------------------------------------------------- 0.185 3.75 #4 @ 13 MIN. VERTICAL REINF. - .15 % (IO2): MIN. HORIZONTAL REINF. - .25 % ( IN'''S) : DESIGN REINF. - VERTICAL: #4 @ 13 - HORIZONTALq #4 @ 13 COMBINED STRESSES @ WALL 0.18 0.54 8.5 6 1.4E 1.08 0.41 0.67 4.22 1.0 0.108 0.180 0.50 < 1.0 FLT ENGINEERING PROJECT : VERN HALL - GENERAL CONTRACTOR 5790 CLARK 'ROAD JOB NO. : 6552 PARADISE, CA DATE : 11/1986 (91 E) 872-0254 CALCIS BY : FLT SHEET % OF /,6 FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF) : 15� �� � ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEATING PRESSURE REDUCTION &PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 150 PRELIM. FOOTING - WIDTH (INCHES): 12.5E - DEPTH (INCHES): 16.21 •DESIGN FOOTING - WIDTH (INCHES): 15.00 - DEPTH CINCHES): 9.00 TOTAL GRAVITY LOAD - Pv (KIP): 1.74 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - 0 (PSF): 1394 < 150 SLIDING RESISTANCE - Fr (KIP) : SLAB REINFORCEMENT: -------------------- RE I NF C TOE' OF WALL ( BAR #). MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB RE I NF. (I N-2%LF) : ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.57 < 0.67 - INCREASE BACKFFILL /8 �;/Y//-), 4 4.82 4 4 40 0.029 o 2.59 PROJECT : VERN HALL - GENERAL CONTRACTOR JOB NO. : 655 DATE : 11/1986 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE FIATI0: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 200# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 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.- T (INCHES): COEFFICIENT - a TOTAL EARTH PRESSURE - Fhr (Lip) : REACTION C TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -k:: I F') : FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET q' OF /6 LEVEL 30 m 4o 200o 0.18 1.23 4.5 2. 4.5 6 1.46 0.3o 0.10 0.20 2.60 0.18 AREA REINF. (IN`'2) 'd9(IN) SIZE & SPA (IN) ------------------ 3.75 #4 @ 75. MIN. VERTICAL REINF•'- •15 % (IN'"24 0.108 MIN. HORIZONTAL REINF. - .25 % (IN'2): 0.180 'DESIGN REINF. - VERTICAL: #4 C 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0.12 < 1.0 PROJECT : VERN HALL — GI.: -.NERAL CONTRACTOR JOB NO. : 655 DATE : 11/1986 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 BEATING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF) : 1500 PRELIM. FOOTING — WIDTH (INCHES): 15.48 — DEPTH (INCHES): 6.00 DESIGN FOOTING — WIDTH (INCHES): 16.00 — DEPTH (INCHES): 8.00 TOTAL GRAVITY LOAD — Pv (KIP): 2.07 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — 0 (PSF): 1551 < 1500 SLIDING RESISTANCE — Fr (::IP): 0.43 i 0.20 SLAB REINFO=:OEMENT: ------------------- REINF ------------------ REINF C TOP OF WALL (BAR #) : 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 9.70 DESIGN HORIZONTAL SPAN (FE=ET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 5.79 DESIGN AREA OF SLAB REINF. (IN'2/LF): 0.029 ALLOW. TENEILE STRESS OF REINF. (KSI): 00 LENGTH OF DOWELS (INCHES): 5.5.3 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 9 OF /6 PROJECT : VERN HALL — GENERAL CONTRACTOR JOB NO. : 6552 DATE : 11/1986 . CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: -------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: 2 : 1 SOIL EQUIVALENT FLUID PRESSURE (PSF): 43 SURCHARGE (FEET): 0 YIELD STRENGTH REI~F. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL —!TOP (INCHES): ' —.BOTTOM (INCHES): COEFFICIENT — a : TOTAL EARTH PRESSURE — F& (KIP): MOMENT — Mw (FT—KIP): AREA REINF. (IN^2) 'd'(IN). SIZE & SPA (IN) ----------------- _------------------------------ 0. 119 __________—__________________0^119 3.75 #4 @ 20.2 MIN. VERTICAL REINF! — .15 % (IN^2): MIN. HORIZONTAL REINF. — .25 % (IN^2): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 60 OF /o-- .18 1.23 5 4.5 . 6 6 1~46 0.44 0.65 0.108 0.180 DESIGN REINF. — VERT — HORIZONTAL: - n ' COMBINED STRESSES @ WALL: 0.34 < 1.0 u ' ^ PROJECT JOB NO. DATE : VERN HALL - GENERAL CONTRACTOR : 6552 : 11/1986 CALCIS 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 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): 10 ' DESIGN FOOTING WIDTH - HEEL (INCHES): 4 - /uc `INCHES/: 22 FOOTING KEY - DEPTH & WI - BACK TO BACK OF WALL (INCHES): o TOTAL WID^H OF FOOTING QNCHES): 32 OVERTURNING FORCE - Fo (KIP): 0.73` OVERTURNING MOMENT - Mo (FT -KIP): 1.42 TOTAL RESISTING WEIGHT - W (KIP): 1.31 RESISTING MOMENT - Mr (FT -KIP): 2.62 OVERTURNING RATIO - SF ' 1.84 NET MOMENT - Mn (FT -KIP): ECCENTRICITY,- e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S AFT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): � - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) -------------------------------------------------- 0.127 6.75 #4 @ 18.9 DESIGN TOE REINF.: #4 @ 10 1.19 0.42 0.56 2.67 1.19 963'07 < 1500 22.30 > 0 645.97 < 1500 1261'91 > 0 0.60 < 0.73 SI.Q1 m�c 1.17 702 /Z \ 1.26 FLT ENGINEERING ' PROJECT : VERNHALL - GENERAL CONTRACTOR 5790 CLARK ROAD JOB NO. : 655 PARADISE, CA DATE : 11/1986 (916) 872-0254 ~ . CALCIS BY : FLT SHEET 1Z OF�� SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: � ALL CALCULATIONS ARE IN UNITS/LN. FT. ' GRADE SLOPE RATIO: 2 : 1 SOIL EQUIVALENT FLUID PRESSURE (PSF): 43 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 � GRAVITY LOAD - DEAD LOAD (KIP): ' .18 - LIVE LOAD (KIP): 1~23 OVERALL HEIGHT OF THE WALL - H (FEET): 3 OVERALL HEIGHT OF'THE SOIL - Hr (FEET): 2.5 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 ^ COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.13 MOMENT - Mw (FT-KIPY: 0.11 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) _______________________ 0.020 3.75 . #4 @ 117.7 MIN. VERTICAL REINF. - .15 % (IN^2): � 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: - HORIZONTAL: COMBINED STRESSES @ WALL: | / 0.09 < 1.0 FLT ENGINEERING PROJECT VERN HALL - GENERAL CONTRACTOR 5790 CLARK ROAD JOB'NO. : 6352 ` PARADISE, CA DATE : 11/1986 (916) 872-0254 ' SHEET /3 OF Ail" ` FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 ' DENSITY OF 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): 8 DESIGN FOOTING WIDTH - HEEL ANCHES): 4 FOOTING KEY - DEPT - BACK TO BACK OF WALL QNCHES): TOTAL WIDTH OF FOOTING QNCHES): 10 OVERTURNING FORCE - Fo (KIP): 0.29^ OVERTURNING MOMENT - Mo (FT -KIP): 0.35 TOTAL RESISTING WEIGHT - W (KIP)v 0.76 RESISTING MOMENT - Mr (FT -KIP): 0.74 OVERTURNING RATIO _ SF 2.09 NET MOMENT - Mn (FT -KIP): 0.38 ECCENTRICITY - e (FEET): ' 0.24 ECCENTRIC MOMENT - Me (FT -KIP): 0.19 FOOTING AREA - Af (FT -2): 1.50 SECTION MODULUS - S (FT^30 0.38 SOIL PRESSURES - DLONLY - SPt (PSF): . 1000.31 < 1500 - SPh (PSF): 11.62 > 0 SOIL PRESSURES 7 ADDED LL - SPt' (PSF): 1273.64< 1500 - SPh' (PSF': 1378.29 > 0 SLIDING RESISTANCE - Fr (KIP): ^ 0.35 > 0.29 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): ' 0.86 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.25 AREA REINF. .(IN^2) 'd'(IN) SIZE & SPA (IN) ____-___-_____-_________________________________ 0'.035 4.75 #4 @ 67.9 DESIGN TOE REINF.: 44 @ 24 i py .... ,_„- DATE -A/ SUBJECT, -!:!!T- T/LG. �` � CO/�IC!�_L- SHEET NO.---�5- OF.- AQ---, CHKO. BY ........... DATE-------------- -. Joe No. ----------SSP-------- ,yALL - 616V C0.!/TRACro.P i SrV0 Wi4CL s 0OPe TVT T"&X/STS 6MAPZI � �Nc..%4z 'r/ 6x 6' — -W A"A f (0,7770A�,f G ) 40OWe4S M ^4740hl AellrT W.444 RC/iVF o, #� e 13101.c IXAC12-9 7"Y,-91. ce 40 r- 2 CL PIR .2vrzer, ORR {/N.4G, 'C a0 DeQvi4Td, L- 3 - %'¢ e 3. A, f/ It 2 - Ac c S,,8 - 00A,7 6 ¢ 3 CL FAR 32 �� T,4 /N/�t/G �►-t/,QL LS ,3 Q�pFESS1pNq N 2t No. 3 rn FOF CAUF�i� 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 BY. ---._FL/-..._ DATE.I//8a_ suBJE.CT.TYt'/CfL Rt�S/DANT/.4L SHEET NO..• -/J-•- CHKD. BY_.._...._. DATE ............: FG'GI.t/DATIONS /=OR JOB NO.-,--•,�S-sP eN fHifLG — GE�t/, CDNTif'.4CTOR Q�pEESSIp* L. T yG �Fy W --l1fl.3?rr a CI glFOF CAUF�/ CO/'lo.4CTE.0 � , CURB OPT/ON'fL - /F /1/6,YeR 7,,'YA v G! errENO 6 CURB — o8 ?¢ d �4X�/2~DO/•tiEC.S em ¢80.c, I I OR BE/YO &441- RCyNR. /NTp SLAB — ytg ao.G. '¢ CONT, • /6' � TY� 2 STORY /S/OTLC : Reoj,-/DE S/`/OR/NG O/" C15WO. `Y.? L L UNT/G THE co//C, ori sz.,46 /s CORda. LV 5790 CLARK RD- EMOHEE "ow `"' PARADISE, CA. 95969 (916) 872-0254 2 CG EAR ,(gyp .. O OR � 4 iS/ATURAG. �� N '¢ CONT, • /6' � TY� 2 STORY /S/OTLC : Reoj,-/DE S/`/OR/NG O/" C15WO. `Y.? L L UNT/G THE co//C, ori sz.,46 /s CORda. LV 5790 CLARK RD- EMOHEE "ow `"' PARADISE, CA. 95969 (916) 872-0254 4i 11 'CWIAI -rXYa Z) SV sa'7.r e0 'J/YO.7 . 7/-414//7 776'/4 :7N0o --to JN/CYOHS --24g/1fOdd % _,?lO/1l ��O g,�; rn ,CER S9N/100,,, 43dd31Sacr- Q RM � z oW � ,`4• S % o SI93t . L� a 77/��0�9,� Z/� 140.7 � %1 /u 9 Ii/ 771=w2 kg ..O/� ' NOO �/Mw 9 Z/ �9 11 04 /sOH �'�" S/ a F/ ;p -�/N/tea/ 77YA( 's7,s 1 o"g -9 Z o1 /-9.S77YN GL9O1 /-� S7 IyAf / p / O///O-� 01 /-d S77b'/%I' O-3 01 iN ♦ / / /i A sNt�7d �3s Sw/d a'o� - 77k'IW '.7NoJy 9 W -?,Of 09 e O J/d/Y/ 1H 31oN,7,7•S RI 7 - w �- - E— d6'7 ke�3s ' 7 03 OD'd O i S1'N C m /►'t'H1 S,S�37 S 7Yis-! 11t, g 1114 a wiw rn ,CER a RM C Q RM � z oW � ,`4• S % o SI93t . L� a 77/��0�9,� Z/� 140.7 � %1 /u 9 Ii/ 771=w2 kg ..O/� ' NOO �/Mw 9 Z/ /►'t'H1 S,S�37 S 7Yis-! 11t, g 1114 a wiw I® � ai ,of x '�&36a� a'o -�vMrs/of/o -9X9 W# O- 8 Od /- g - " / a / 77/"--; /g�. 8//� 1/YOo X+- /� 6 S/ 77/��0�9,� Z/� 140.7 � %1 /u 9 Ii/ 771=w2 kg ..O/� ' NOO �/Mw 9 Z/ �9 11 04 /sOH �'�" S/ a F/ ;p -�/N/tea/ 77YA( 's7,s 1 o"g -9 Z o1 /-9.S77YN GL9O1 /-� S7 IyAf / p / O///O-� 01 /-d S77b'/%I' O-3 01 iN ♦ / / /i A sNt�7d �3s Sw/d a'o� - 77k'IW '.7NoJy 9 00Y g ./ • Y •/ I® � . , 0 , ". 4, ., ,, . , I � . . ; ..Ak �. " �. TIX'A Jog: 1344ff RON -"PHIS _DESIG:N HAS BEEN PREPARED :FROM COMPUTER INPUT. SUBMITTED BY TRUSS =fA'SR CA?OR - 11 TW CHORD 2X6 FIR—LARCH *Z TC X—LOC L, -R-- 2- 29 L_28-12.00 37.77 23.71 SOT _CHORD 2X3 FIR—LARCH 1#1 WEBS 2X4 FIR—LARCH STANDARD BC X—LOC L -R: 0,.29 8. L5 15.85 23.71 I CONNECTOR PLATES MUST 'BE INSTALLED IN ACCORDANCE WITH TRUSS DESIGNED WITH 'EQUAL PANELS BETWEEN INSIDE ENDS REOUIR;EFlENTS OF I.0-8.-0— RESEARCH REPORT *2949.: OF SCARF CUTS "UNLESS OTHERWISE NOTED ALL PLATES ARE TO BE CENTERED ON THE JOINT; LEFT TO RIGHT AND TOP -TO BOTTOM-. EXC'EP'T WHEN LOCATED, BYCIRCLE OR =DIMENSION { } SEE DRAWING, 130 FOR 'PLATE L'OCAT'IONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER.AND TRUSS REFER TO -DRAWINGS Alff3 AND A104R FOR OVERHANG DETAILS. FABRICATOR T'0 REV'I.EW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL ;DATA, INCLUDILNG DIMENSIONS AND LEADS, CONFORM Top chord spall be laterally braced with properly connected TO THE /kRCHITECTiIRAL PLANS%SPECIFICATi"ONS -AND FAI?R:I:CATOR'°S TRUSS LAYOUT. purs' sP aced at a maximum of 24" U.C., unless plywood ; i in sheathing is attached directly;"moo top chord. lc ' (1)Note;• 2X4 .:,•3 hem -fes or better continuous latera..; L 'bottom t I chord bracing @6=0-0 max: Q:C. required- Attach w1? 16d * Bottom chord checked for 10" PSF 1a �rET load. na31�. Bracing is not required if a ragd .cel�ug tri ' d ce "lin is attached` directly to "bottom_ ctiotia Bracing,. materl-al to {)REV. 9/25/87 S' K. (checked for no g� i g be �u lied 'and atta-' hed" at bc;tli ends :to a_.su tabl a :su ort coLdition) SXR PP P_P ... by erection "contractor.. (1) guide- connection £Tir,100 uplift. actor 'to provide connection. -slow No te: This design ; has- been checked. 1' .Y3 . JX3 for residential wind . load . of 15 PSF per UBC Appendix Chapter 12. 7_00'7._DO 2):S 2XJ� R-9374 V- '3.SD' 3X 4 R -:i37 i1— 3.g1J NTE COU _Y I I I D RT 161, O.H. - EPA 24-D-0 OVER Z `SUPPORTS - � PL ATE T PS --REPINE SE{1N--129376 FURNISH R 'COPY OF THIS DESIGN TO ERECTION EON3RA0a OR 1F REY Is D RPIekE Et36iNEERED PR�UCTSx Its_ TRUSSES 5E[�t1IRE EXTREME t�E _ " ' QE�'j('ju �jT REF ,_ `i� `� ON RDtt-BRBCING.SEE -89T-IV. INKING UOtLi (DN ArU �piESSfQ~t r��y 0 0 **IMPORTRNT** 4aLNot BE RESnNSIDLE'r?_M TINY WARNING IN FOOLI , ERECT {� r� IIEYIRTION FRDtT THESE SPECIFICflTzoNS T1q irr DeYITTTI FTAUSSEs: - Q �! TC LTL 20; L�•PSF BATS - 09f2 C= C7 Q THIS DESIGN OR Mf FRILIME_TQ:BUILD THE TRUSS IN CDW_DRMNCE commeaFfi7 m RECdrei fmoc-elpn. SEE $�'O F'STFI'F �+ YiTH FE 'DURLFTr CDrITRDL YilrLii' 91 TPI. A� P*E CGNNECiORS THIS DESIGN FOR I'DOt=jOL SPECIAL PERYi- _ � TC �L 0 ."O PSF DRVG"'C9USR427" 872390+02 ARE MURACYLSED Traci M GAUGE GRLYRNIZED STEELUFLESS nERT-ERRICINGREDUIREWOS_ Ut&ESS OTMWISE � 8C :DL �:` iO.O.PSF DR -END Ct C= C7 ,.r icf p �� OTNERYISE SNOV MEETING-REOUIRENEWS OFfGTN 8946 GRI' E R. 'SHNN, TDP CMO. Sm%L 9E LRTEftF11, 'BRICE6 � �y i, IN 3.: APPLT :oWf ms TO B@TN Fsas iT mo JQINT ACO LOCATE As VITHi ORDPERI.0 fitJACHED HTV1000 SFERTHIM.! ; p 331-88' * TQT. LD. TO . Q PSF Of'R LEN 2 0 C7" p_ �o�+ - SfiOYN. HERRING tiIDTNS ARE 9' NDMINFL UNLE55 DTNEWTSC SmVN.. :' 0{iU! L'FRRtD:1I[Tll' HICtU GEILIN[. i7R. tlaZ� LM. r p e� TRUSS _ DESIGN' STIiHDFA0.S cu,FORn PITH tflPLICItELE PR(NISIDNS OP RS" IFIW DN DESIGN, DD'MT F THIS DUR. FAC. 1 •. PATCH �- . RtU •TPI IPCTI . DcSIGN YIiN FIRE EiETF7tl)ANT TIiERTEd 1ikaER. 1\r�j L'tV1L �♦ o• SP€�CING 2�}.D TYPE COMN_ = Ci tes O � -. t�3: _ .»TPI -. T cuss tRTE INSTITUTE, HOS='At30talL MIGN-SPI:C?FICRTIrw oR imo GCN.r.Taucirt?E f�:� - hs%?-lrcYtl ,, .. .. � --. �. .rirx _�vt�-.}t.�x".' w-_'rt��is'L- - .' m -+L... i �•� - r T DESIGN OF RAKE OVERHANGS ALL PITCHES' FIR - LARCH 2 X k_- MAX. LENGTH 0£ OVE 'HANG 2 X 6 MAX. LENGTH OF OVERHANG GRADEZ PSF'SOFFIT IB PSF'SOFFIT LOADING GRADE 2 PSF SOFFIT 18 ?SF SOFFIT 24QDf-2.BE - 2 - 7 3 - 9 - I1 24B0f-2.8E -7 - 1 -.12 6 - - :YS 2 6 - 1 - 6 225Bf'-1.S& { - B - 2 3 - 7 - 12 TOLL 28.9 psf` 225Ef-1.9E 6 - '11 - - -2 - 9 S - 2.100f -1..8E 3 -- 9 - S 3 - 5 - 1 TCDL 1E. a paf 2100f -1.8E 6 7 -11 5 - 9 - '7 195Hf-1 .,7E 3 - _ 6 - 9 3 - 3 - 8 SOFFIT VARIES, 1950f -1.7P. 5 - , 4 -- 12 14 5 - 6 - g iBgEf-1.6E - 3 - 5 3 - - 2 DUR. FAC. 1.15 28zzf-1.6E 2 6 - 0 - 5 - 3 -' 4 165gf-1.5E 3 - - 13 2 - 10 CODE UBC 1650f -1.5E - 5 - 9 - 1.4 4 - 1B - 8 - 9 14:5�3f-1.3E 2 - 8 - 9 3 - 6 -- 4 SPACING 24" o. c., 145Bf-1.3E'. 5 - 4 - 14 5 - 6 - 9 SS 1f- 3 - 9 - B 3 5 _ 1 SS 194 1 41 MC -15; 6 - - 5 -_ 0 8 - ;13 5 - 2 - 6 #1 MC -15 _ 3 - 5 - 12 3 - 2 _ #1 = 2 19k 5 - 6 - 12 5 - B - 7 #1 19JT 3 - 3 - 5 '3 - -_B #2 'MG -,15 2 - 11 - 2 2 - 8 - 8 #2 `MC -15 5 _. 2 - 5 4 - 8 - 8. - #2 1;9k 2 - _ 8 - 9 -2 - 6. { 42 ;19k 5 - g ' 2>r 2x6 - BUTTE COUNTY BUILDING DEPART T 1ENT tiax. L�. APPROVED opo Dano 0 0 o a o _o o AR ,!�© ; iPuas ! JI4OlJk1E tzTPEas. FiLPINE ENGINEERED-PROOUGTSE IhC. a o o p' o 'IMPORTANTc. uJwr. a+auauufl sxocwJcst ax MAMMA EA1C14N AMO SPACi+O. P.O.' BOX 2225 0 o c3 'a 0 0 0 o o c� 0+► A++ ncwTwNrAoa tNa oEskvT a+ THESE S"Ci MOT of i�tStAW. Dtt IOP ANT OU THIS 01310" AMT tct -awTar �ko Mjo w000MUfN MIST10NS - COuLAENTAJIY- MO AECOI�LitkDAi/OM! p G [7 �3 t POMKINO BENCH E FLORIDA -3=1 0 0 0 ono. o o sltaE►c►TrOM3 D !wD J►�E TIiJS! IN CO►�IOAaWiGI wlnt Test JJLUnt To, 'iEt+: !Et M! OETJON JoltAC* A AgOLMI $PC VIOU kINT-1�4C,.w WE,: ��t- RAKE 30S`78I -3333 o C-2 9STAt�PAOa o o o �owa�s,r ca�rrwL +Arw�+�t-{i rn xnrit to►.�cio�s t WJA0AcnM0 MW M GMJQj DALVAMZIO Inti LO&A" UINTl. ±Aatss On.E Must via wt top CHOF,D p1ALL !E LAtuuuY GRAC[D WITH o .�. o o OTNEJtwtS[ ptD'AM. VEETEHG.,MOL::-WEMIa OF AVU AW !AO►EKT ATTACJ4D!'IYWOOD y[ATKNO.. - p o�Li- h E" G^Ant AL AML.T CC*OCCTOK1: TD /OM IAC&S AT L%04JO-1 AND LOCATt AS SNOWK 0 "A0 D WnOn.S ME 1' w #umAAL- /OTICu 04000 twr. ' M00 C&IL04 by IPAC.04 AT LLAMAJu OF 10 11 V 0,G OCl MOT, �-p N c O V E C1 14. h �`� a� COPYRIGiIT 1983 o �, � tltEi! OTNE/rvnSE' Ss+OW?L piJt1N ! TANDAmm w Woptu W nal T�� r�ntn tdat RETAM I T+1EAiSDLWBE/L ca TE1��75` p VnTH AMWAKS pAMS"S OI 'NO&J; ANO *lM I �! 0 o c cam' o :o 0 0 0 0 'Irt • TRUSSIIATtwSTitulf:MDS MAlooNALDIMNSIECISICAitON/0JIWOOD CDItSTPlJCT101E, iQ 12 21/83 - C= c:o a o:a o'. 1 #�y� 4yy ��r .tF�: alls