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HomeMy WebLinkAbout017-260-154^-PERIr11 T NO. —MMM'B . P E. M PERMIT EXPIRES OWNER ROD MINKLER CONTR. Stephen Bu ton Inc. // , ASSESSOR PARCEL " LOCATION NIS Skyway, 3/10 mi E Butte Creek, lot 6, Chico OF OFFICE COPY Address , i A tl GAS P{� Meter By Date ELECTRIC Meter By Date L y;l OFFICE COPY Address GAS ,•+�.f Meter By a e r� ELECTRIC r 1 Meter By Date J` Is Temp. Power Pole Called PG&E Temp. Elec. Service Calle s, Temp. Ga: Calle JOB FINA Signa M S M w� V = OK . .. 0 = Not OK - = Not Applicable MOBILEHOMES * = Not Ready _,. MISCELLANEOUS . Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, -ETC. (Plans) OK except q's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -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. Card -BI Date' Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except q's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line < 2. Soils; Compaction -Structure Stability _ 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers- Breakers =Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MFI Test-Fall=Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7, Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lgh[g. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch ��- 10. Cert. of Occupancy 9. Health Department Approval ` 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date s Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date �eA. JOK - Not Applicable �= Not Ready I -V," • r -7 RESIDENT�A1 (SiFtgle and Duplex) Date UNDERFLOOR Plans OK tN's Date FR MING Continued 1. Zoning requirements -S -Easements roperty Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 4K Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth - eadroom-Rise-Run-Landing-Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5-K-4 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers S. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. g -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 5geStucco Mesh -Drip Screed-Fdn. Vents-Underflr. Accesj99 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts as Pipe; Si Anchors �( 1 ater P ; Test -An ors-Regulator-Seryic est c v 11. lectric; Underground 1 P_WKums & Ducts; Clearance -Material -Support -Ins. ll, -"Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date 'Card -BI Date Card -BI Date Card -BI Date Date FIN Plans OK except N's Card -BI Date Card -BI Date Card -BI Date 0hV �' Card -BI Date Date PLUMBING (Permit) OK exce t4k Steps -D or & Sidel.ightProtect ion- Land ings . Smo for 14. Water Ht.; Vent -Access ombustion Air 58. F rnac_ , Vent ' Cle a -C it -Co ctor- In ove For-Ducts-Mech. Protection ter Pipe; Test & Anchors -7-M-5 Trotection D. V.; Test Ft gs & chors-Nail Protection �� Broom xi ' Test, rst Floor -Tub ess 60. G ath fixture Tub�e�s est Tub & Shower, 2nd Floor -Tub Access E . ri u ; Br Sizes -La Gas Pipe; Size & Anchors 62. S 4tat!V' BFireplace or Stove; Clearances -Hearth lec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date I If Card -BI Date c. Outlets & Receptacles at Kit. Counter Date E6ZCTRICAL Permit OK except q's CfXGOage Fire Door; Swing -Landing -Closer .C. Duct in Garage - Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance om Conn or-P.R.V.- IV!5age; Above Floor-Mech. ro ection lec. Receptacles Spacing -Lights & Switches at Doors Plb., Elec. & Mech. Equip. Listed for Location ize Boxes & No. of Conductors -Stapled fec. Receptacles in Garage; (G.F.I.)-Romex Protec. omex Installed Close to Edge of Studs & C.J. Lip. Ground made up w/Mech. Fasteners -Bond Gas & Water -Foam-Looked in Attic CPAM 73 Guard R i Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Lqpked under Floor ❑ Yes Appliance Circuits in Ki hen & Conductor Size ubfeed Wire Size / geb 05(A!A.C. Wire Size / ga. r Q Range Circ. 16 / ga or AI -Oven Circ. / / ga. Cu or AI, .,Insulated Neutral es ❑No ollowing in Drive ❑ No; Walks es ❑ No; P nters LU* s E) No 28' §ervice-Riser Conductors & Ground -Main Disconnect t o f hd uip. Clearances; Panels-Motors-Mech. Equip. C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet WK,Clothes Closet Light -Shower Light . Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Well; Disconnect, Electrical, Plumbing ,24._YJeter terior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI DateI�K-yentilation throughout House Card B -I Date Card -BI Date Or Glass Protection Date ME HANICAL (Permit) OK except q's Acltorxiops from Previous Inspections st-Meters Tagged; Gas -Electric A. ucts; Insulation & Support ater & Sewer Connected -C/O to Grade -HD Approval ent Fan; Exhaust above Insulation g nergy Compliance Certificate -Other Certificates Ve'condensate Drain & Overflow; Size & Grade 1^ Euuiaco Vent; Access -Comb. Air -Return Air Vent -115V outlet Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Co menu n Final: Date FRAMING(Plans) OK except p's S'lls; Proper Material & Anchors alls; Studs -Nailing, Spacing & Bracing -Plates -Sound Be r ng Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Fire Stops; Furred Ceilin s -Stairs ChasTub .Header & Beam -Size & Bearing dangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfn_g_._ Fire lace Ties or Type A Flue -Fireplace Throat ttic � ize Romex Protection -Draft Stop s. Baff Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions V. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) P�. COUNTY OF BUTTE _ DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 - 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961;, Ext. 57 CORRECTION NOTICE d�— 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 ma�tterr, or need additional explanation, please contact this office im ediately. Inspector Da COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS i 196 Memorial Way, Chico — Phone: 891-2751 , 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE asap-�s' 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 cc tact this office immediately. �V j 1- Inspector Date- J Inspector Date- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE f� CiP 0 ME 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 Inspector Date COUNTY OF BUTTE '1 DEPARTMENT OF PUBLIC WOgKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 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, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC_WO{IKS ; 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIIe — Phone: 5344541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 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, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE ' DEPARTMENT OF PU¢LI,C -OAKS ; 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 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. Inspector Date lOmer Permit No, R G Y C E R T I F I C A T 1 0 N 41-�.�. 10CATION A. P. No. PESCRIPTION OF INSULATION ROOF $ Material Brand Name Thickness (inches)-_ Thermal Resistance (R EXTERIM WALL,,-� Materia 67A Brand Name Thickri6ss - (i riche Thermal Resistance(R Value) CEILING Batt or Blanket Type-z—/�' Brand Name Thickness(inches) Thermal Resistance(R Value)_��—�Q Loose Fill Type- Brand Name Minimum Thicknesi(Inches) Number of Bags* Wt, per bag ___Ib. Area covered(ft. Thermal Resistance(R Value). FLOOR, ELEVATED Material Brand Name-z� Thicknes (inches)/" Thermal Resistance(R Value)— FLOOR, SLAB Material—.-- Brand Name Thickness(inches) Thermal Resistance(R Value)_ Width(inches) FOUNDATION WALL Material Brand Name Thickness(inches). Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building fo ance with the State a ifornia Energy Requirements. ns In,5.u- ion Co. Inc. #3'l8407 STATE CONTRACTORS LICENSE NO. OF INSTALLATION APPLICATOR DATE 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 Oquiipffiefit, devices and materials are of the qu.ality prescribed or are sped .iditlly approved by the State of California. N101LVeOWNeEl-R�-'nFlease print} STATE CONTRAC'POR'S LICENSS NO SIG IG TURE OF GENER CONTRACTOR/01MER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A, COPY SHALL BE POSTED WITHIN THE BUILDING January 1984 snr. ROS( BURRO 1 r SBORO UM Cp" CP W P N P. O. BOX 1098 SPRINGFIELD.. OREGON 9747; PHONE: 503.766-8411 IRV CF .1D August 19, 1982 'c,t �(,E11.ER hBR• SAFES Mr: dreg Keller Keller Lumber Sales Co. Redding, CA 96099 Dear Greg: This letter is to confirm our telephone conversation of 8/18, regarding the phy- i sical properties of our stock beama.. A,11 Fosboro Douglas Fir stock beams are manufactured according to AITC l.aminaling specifications AITC 117-79 combination s)mb_ol V-4. The following design values apply when the beams are'loaded perpen- dicular to the wide faces of laminations: Combination symbol 24F-Vll ' - Fb 2400 psi (Extreme fiber ::.n bending) Fc 450 psi (Compres.,sion perpendicular to grain) Fv 165 psi (Horizontal 3he,!.r) E 1,800,000 (Modulus of ela::ticity) Where members are to be cantilevered over ::.upports and stressed equally in both positive and negative bending, comb:.nation 24F V-8 should.be specified and custom manufactured. Our stock beams de not meet cantilever stress require- ments. Roy' Crow Glu Lam Sales RC/mm' co -As -.1; Z:�VkAX-Rl OF TlAfk iT-cO CER iFICATE OF C0NF0RMANCE.` . HE UNDERSIGNED MAPIUFA CTURER HEREBY -CER T-IFIES, that the products identified below and on attached shaets Nos. are'ri-i'arked with the Collective Mark of the AMERICAN INST;TUTE OF TIMBER CONSTRUCTION and were manufactured in conformance wth applicable provisions of American - National' Standard ANSI/AITC A190.1-1983, Structural Glue.1 Laminated Timber, and that such manufactur6,.ha been at our plant in SPR INGFIE!,D LOREGON which plant has a qualit . y . or.T rol system approved by the Inspection Bureau of the AIAERICAN INSTITUTE OF TIMBER CONSTRUCTIO and inspected periodically by such Bureau., The manufacture of- these members compLes with the manufacturing and fabricating provisions 61 Chapter 25 of the Uniform Building Code. JOB NAME: KELLER LUMBER SALES JOB LOCATION: REDDING,, CA__..._ CUSTOMER'S ORDER NO. 2074 --D/,TE-­U­L9./85 MFGR'S ORDER NO. 2774-C -- CeC COMPANY gQSB0 -RO LUMBER COMPANY TITLE QUALITY CONTROL-11111EIS- SO 22ND STREET DATE 11/5/85, AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the' AMERICAN INSTITUTE OF TIMBER coi�jsTRUCTION to use the AITC Collective Mark in respect of products which c ich comply imply 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 Bul-cau 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 provision's of said Standard in respect of f 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 18CA Al TC- Certificate No. &Lf%hL ' ' AMERWAN INS11TUTE OF TIMBER CONSffkWILD MR. SALES 0 198-3 AMERICAN INSTtTu*rE OF TIMER CONSTRUCTION TY OF BUTTE DEPAF I OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961. Ext. 57 CORRECTION NOTICE C1k9?-�(" 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. A ME O -V% /3-/r / En Inspector_ _ Da v h• ••ti COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 53411541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 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, or need additional explanation, please contact this office immediately. kL Inspector_ _ Date_ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 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, or need additional explanation, please contact this office immediatelv. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 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, or neadditional explanation, please contacDthis on immediately. n A, .-I Inspector_._ Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE .C.; 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. A 0 Inspector_ __ Date COUNTY OF BUTTE -• DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 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. z" 10� i f 2- " c�,-�y� ,.s=ue ° Inspector OW f"•'�� it _,�3 ',�'� �. 12 ,TOP jrr,,�i �. � nr �I :•� '��1�' '�y,�' •_�. : _ `l,\ ti'.�'. • ' mss' i :� • . � N : (� 'i 1� � i = .1, �i + � •� w.. �.... .- i_ �\ ,'T }"- l e'.•", ��. � /°��� } .'��`�+�Y. � ` f� •a. �/'.«. ,.�t-.. .+,a:��- - , ..,.-... .rte L:._�'_—� ^.M.• .c � �T" � • �O t \�• �� � �'�, �` � -� ,��•��_..i L.I. .. _.,,�-...,,,_•,.,.,,,_ , ', ew ,� .:�� \ Dili N �1J`e`T 'y v.w '" pZ-: �„t,,:, 1-i•.. �°-^'^` .'. /• e_. n• _ .. rr`�.r.: -rte• � i i . `{. '."'�+wCA'.-"-e��'�'vf•+ n_..f/_'�.__f.6__..*-G._.:,---- � ' #�\ • �i'. "'.• '1� „ tv' '1t�/►�s' 1. �i�10;�.•'e 9 ' FD`r J (F� •7+F�: �.. �� r, ,t.., t c.l•��'� .y� ._ i i�•••- ' ��..M�i•O \,� �j,+' ,.� � ' ' ' • r � � ,« '• s. it 1 , ' 4�' r/'� j�%� O �>a�!/�__ }r % � •� ( ..,_. � Wi. . . ' ',; " �` , , � ti��(' 'ice' ... �., ,, ..•,. .f�V' • . 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S' �Zv Y JL71 u • J, t 'ti,' ��l` `it � '\ ... � '�'.. � �•f� � rhy .,1 �; -'w ;y ��• `t•i � i flo 'A 1, , • t'l T.1'je �:' t �, Y ' ' jam' • t �`, f * ri': i t"`-�opl� ,{r' �� =: * , s `'�'m j lL� 1t{f r'• f • 'ms`s-- -. _ i � - 0 'ZI'll� CC�OZ�,dLl� Alt- c/ COUNTY OF BUTTE -"DEP RTMr=NT OF PUBLIC WORKS PERMIT NO. <- 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541j 5 �^ APPLICATION AND PERMIT G ASSES OR PARC,?4::NUMBER ZON G BUILDING PERMIT O WNE ZZ TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNE` ' MAILING ADDRE S 1�--< % 6 •r a d / �i C Ov�/l rib V CONTRME ELEPHONER S£ Fireplace Yo&',Q Main service 100 AMP V OR LESS CONSTROCTIaN LENDER Main service EA. ADD'L 100 AMP ONKNOWN Total Valuation $ 0 NEW CONSTR.ULTI.OU LE NON•RESID BRANCH CIRC ITS Filing Fee $ 10.00 LENDER'S MAILING ADDRESS z0050C eAL030 Permit Fee $ v AR HITECT OR GIN R SyAl Mobile Home Facilities LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ RCHITECT OR ENGINEEW MAILING ADDRESS G Penalty $ BUILDING ADDRESSPermit ,f fee $ PLUMBING PERMIT Filing Fee 10.00 £ Each Trap 2.00 o V Solar or heat pump water heater 20.00 LOT NO. I SUBDIVISION NAME �' PARCEL MAP /oa Water piping 5.00 , Each qas water heater or vent 5.00 , p USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home ISFG W 10.00ea NewAddition ❑ Describe work: TYPE OF WORK Remodel❑ Utilities Installation❑ Other 1-1 Permit Fee 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.,-4;�4*37O/Q Classification L.; ❑ 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 this reason 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. Y71 I shall not employ any person in any manner so as to become subject A� 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 li 'it es, judgments, costs, an xpenses which may in any way accrue ag st s4ig,,County In equen of the granting of this permit. _ Date 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 37stories 7in height. Receipt No. `� �[ vim/ WNITC-D.P.W., YELL0W-AS8E3S0R, PINK -INSPECTOR, GOLDENROD -APPLICANT $ A ?rerl Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP V OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 ry NEW CONST. / DWELLING P OR ADDNS. 1 ACC. BLDG 'hOsgft NEW CONSTR.ULTI.OU LE NON•RESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS 6 l SINGLE OUTLET CIR. Ex. Occu p OUTLETS OR FIXTURES z0050C eAL030 Ex. Occup. OUTLETS P(RESID.)FIXED APLNS.REAJ 2.00 Temporary service 10.00 16, OC) Mobile Home Facilities 15.00 Misc. Wiring 15.00 I Permit Fee S / /Lf. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Q ooling d -V 4" p Hood 3.00 Ventilation �X,A, /�S (pr0 C3 Permit Fee $ A 0 Contractor Mobile Home Installation Fee $ Energy Inspection Fee X $ (J TOTAL PERMIT F e!),r $ Occup.1 CON ST.T•PC FLOO ARC P ND I� �_2 1 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. DIRVZIPR OF PUBLIC WORKS By J Date /'r '7—?J_ PFRMIT EXPIRES Date ka - 7 -,?4 COUNTY OF BUTTE - DEPARTMENT Of PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION'UATA SHEET r OWNER .//-n Proposed Building Use— Permit Fee Based Upon: Complete Contract`Price Other .(E�pl?in) Permit No. �IDPW Valuation Building Inspector-�f! ��/� Date e lam -.5 At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: 1�j DATE RECEIVED. APPROVED 1. All items have been submitted. . . . . . . . . . . . �.-,--2.. Plot plans in dupj=irate, tri_p14eate. . . . . . . . C V 3. Complete plans in=du p ilea-teJ=tr- • li�cate. . . . . . . . ?o 4. Complete engineered plans and rales. . . . . . . . . .' y / 5. Plans with Energy Design Compliance Statement. 6. .. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . . . ..Sanitation approval from C ///r e Health Dept. 101-7 11.- Planning approval for (A) Use: (B) Parking: �. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . • r'1.7. Pre -Inspection for RequiredPre-Inspec. request to (Date) . Building Inspector ) 18. Recorded copy of A cultural Aclqnowledgment Statement. 19. Other 400 _ When you issue the permit, process as follows: Mail to owner. Mail to contractor. �-� Telephoned; and hold for pickup atoffice. Deliver w/inspector. Other Date4pl�aj? Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be s bmitted prior to permit issuance: (For required items not checked above at t' e a pI' ation, circle item.) 1. Index permit for above Items No. 2. Additional items required: ontract Designer, Owner) was advised of above required data by _Telephone Mail Other By 7--li - Datey /6 -95— Plans checked by _ Date q-�C Plans approved by % Date Copy—DPW j TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance A 4 ZZ Z �4 OwnerVocation may. AP Plann approved for: sewage disposal water supply Hold final for: water supply 0 Final clearance M. for: water supply I--- Clearance /Clearance for bedroom me ho Other Note** ��-L. 4• l0 ^ � 8y Sanitarian Date TO: Building Department FROM:, Environmental Health,.Chico SUBJECT: Sanitation Clearance Owner Location �� , APS Plan'approved for: sewage disposal a/ water supply V Hold final for:. water supply _ Final clearance O.K. for: water supply .t-- Clearance for bedroom mo om Other w Note*** Date V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT BUILDING PERMIT ✓ I r OWNER^' ' ' TELEPHONE SQ. FT. I OCC. BUILDING VALUATION E CONSTRUC N RCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS LOT NO. I SUBDIVISION NAME I PARCEL MAP USE OF STRUCTURE SX Duplex❑ Mobilehome❑ Other SPECIFY Fireplace Total Valuation $ Filing Fee Permit Fee Plan Checkl F e Enerov 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 TTSTG FWT TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Permit Fee Describe work: — CONTRACTORS LICENSE LAW I declare rider pen y of perjury (check one): � am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. License No. Classification �21 ❑ 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 this reason ORKMEN'S COMPENSATION INSURANCE I declare and enalty 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. 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 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 I' 'es, judg ts, costs, and expenses hich may in any way accrue a nst sa' oun con pence gr ing of this permit. 'i"- Date , -� 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. (�/c�� WNITE-D.P.W.. YELLOW-ASS&3SOR. PINK -INSPECTOR, GOLDENROD -APPLICANT $ 10.00 $ Zq Z /7 $ $ 0-5,2..`7._ Filing Fee 1 10.00 2.00 20.00 5.00 5.00 5.00 5.00 0.00 e Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main seryice 6OOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 NEW CONST. / DWELLING OCCUP.& OR ADONS. l ACC. BLDGS. I/20sgft NEWNON•RESID CO NST R BRANCH CIRCUITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. EX, Occup( OUTLETS OR FIXTURES ezD®sot ALO 30 D APPLNS. Ex. Occup. ourLETS ((RESID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 p� Permit Fee Contractor MECHANICAL PERMIT FilingFee 10.00 I Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ )CCUP.1 CONST.TYP! FLOOD PARC 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. DIRECTOR OF PUBLIC WORKS By / Date hQ -3' PERMIT EXPIRES ate 111-C 1i 0[Z'iD,1- CIFF04L FiECORDS Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT OF BUTTEHE REOUEs LIFORIdIA' AT THE REQUEST OF FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement 1985 SEP _S Aid ��� 44be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included CLRK-RRECORDP�I.BECKER ER FEE within.an area C1ERf!—ea zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from 85+2(3.908 the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural 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: Lot 7 as shown on that certain subdivision map of The Bluffs at Spanish Garden filed for record in the office of the County Recorder of Butte County, California, on July 19, 1985 in Book 100 of :laps, at pages 52, 53, 54, 55 and 56. Date: State of ) / ) SS. County of ) NOr CGMpARF ORIGINALDpCT t) V/Irtf PROP T 0 ERS • On this the & / ay of 19&before me, the undersigned Notary Publi J,' personally appeared. Personally known to me. /7 Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) sub ribed to the within instrument and acknowledged that executed the same for the purposes therein contained. }��������000000000000i�►��� WHEREOF, I hereunto set my hand and official seal. OFFICIAL SEAL if�•. ROSEMARY SISNEROS i rl': •f'�fr 1 NOTARY PUBLIC CALIFORNIA � PRINCIPAL OFFICE IN � TEHAMA COUNTY My Commission Expires February 20, 1981 i ssoo.o�00000000000000000000��♦ Present A.P. No. 7 0— CMZ – /Z() (felt � RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S..F. ', DUPLEX' & MISC.- ONLY) 'Bldg, Permit # OWNER _ DIS /�%INKL a& A:P. # 4D d2 --/LD GENERAL ,1�.-- Zoning requirements: (sideyards and number of permitted living units). Valuation. w .a: Plans signed by designer. Energy Design and Compliance. Existing violations on property. PLOT PLAN s Complete parcel size and dimensions. ,2! Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. /5. Flood hazard. K.Special conditions on creation map or compliance document. FLOORKPLAN Complete to scale plan with dimensions. - Required windows for light and ventilation (Sec. 1205). ,-3' Required windows for second -exit (Sec. 1204). ,4-.— Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). y G.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. Locations of -water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location. .rte. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Foundation plan complete enough -.-to construct buildin .S�i� �X� � Floor construction details complete enough`:to construct building.�,SydKl Elevations and waLL construction -Te -tails Fo-mylete-enough to construct building Roo cons ruction details complete enough to construct bui i �u�% Z ' Firep a o ruc ion details an 6. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR ,J! Exposure I plywood on exposed locations and overhangs. �7..— Stairway details: landings, rise.and run, head clearance, handrails (Sec. 3306). ,a'' Guardrail details (Sec. 1711 & 3306(j)).: e:" Brick or stone veneer (Chapter 30). �� Exterior plaster - weep screeds.(Sec. 4706). l " Proper roof pitch for roof covering (Chapter 32). e/: Rafter ties or bearing ridge beam. 1 RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR'(CONT''D) Garage door or porch header sizes. Adequate bracing. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). .,.2! Attic access and ventilation (Sec. 3205). dI Underfloor access and ventilation (Sec. 2516). Wood stoves, clearances, alcoves & 1-hour shafts. �. Combustion air for fuel burning appliances. .kCf. �ioise re e . 17. soils - special foundar;nn dPs;vn, C�4f$iD�Lt MW AV/ 7WkA*- Aa*M)f ,W. Retaining walls requiring design. ,�4� Unusual shape, size or split level house requiring lateral design. P COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-534-4541 Steve Burton 224 Somerset Place Chico, CA 95926 With reference -to the above subject: DATE 4/17/86 RE: Permit #2528-85 A.P. # - t - /X Attached is: Application for permit Mobilehome Utilities Installation Sheet R Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER 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 sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise " OTHER (DPW): - 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. Should you have any.questions concerning the above, please contact this office. JFG/aj' Yours very truly, William Cheff Director of Public Works I�A.F. Glander Chief Building Inspector FORM:.. E) Thermal mass Type OGV— RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY Owner PM�' MC= 5,i �.�- Climate Zone_ �� Permit No. Floor Area Z Compliance path: Package ❑ A ❑ B ❑ C Point System []Budget M Other MIN R -VALUE DESCRIPTION REQ'D - Area Ft.. R= gurm INSTALLED ITEMS (1). INSULATION: �j Roof/Ceiling Wall _� a ❑ Slab Floor Perimeter � Raised Floor Location (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones,.l, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and Location labeled. ® (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard. features plus: n (D) Continuous infiltration barrier 0 (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: Location (A) Location Area Glazin %Floor. Area Single Double Triple ® Total Bldg hl% •.lo .. ® North L1 East- ® South 40 West �Zll 2 • Z _ /I.3 _ /, P7 Skylights:- 2•Z .. F __ (B) Shading Shading Coefficient Desc(r ion!Fef twM. (� East!! le%�t1?'—.�v�r<TEd�r.��. SK�yE" •.4/ ® South =• West r_ .SZX 8�i ® Skylights _'¢_ /�S�o REG[CT1✓�".4cy 64.1.nI4 ® (C) South Overhang Length of projection - O. ft. Description ❑ (D) Moveable insulation: Area ftz Description • E) Thermal mass Type OGV— - AreaFt.2 HC= 2•Z Ra MC= 5,i Location I CVV.•ALG ❑ Type - Area Ft.. R= gurm MC= Location Type Area lIf� MC= 5.9 Location ❑ Type - Area Fay MC= Location ❑ Type - Area Ft. 2. HC= R= y MC= Location Type - Area Ft. HC= R= MC= Location 7/83 - . FORM I (4) MASONRY AND FACTORY -BUILT FIREPLACES, :,gall 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. *1(5,) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating 14 AV `5 - c{ $3 ro v5 Central Gas Furnace 14 f? 4 �U�bap (brand and model number) SE ilO,oaa Btu/hr {heating capacity) ❑ H t Pump (brand and model number) ACOP Btu/hr (heating apacity at 47°F) 13Active Solar e.(liquid or air) Collector brand and ft2 model number so fraction collector area collector orientation collecto tilt rated y -intercept rated slope .❑ Other (describe) *1 (B) Cooling X51 (o A %L',N`�'C Q Electric Air Conditioner 1fD Gj j 1 ' (brand and model number) (seasonal EER.) SO,O�9� Btu/hr (cooling capacity at 95°F) ❑ Electric_ Heat Pump EER Btu/hr (cooling capacity at °F) 13 Other ( cribe) ❑ (C)'A TWO-STAGE THERMOSTAT, which con ols the supplementary heat on its second stage, shall be required r�heat pumps. � d �(D) AN AUTOMATIC SETBACK shall be provided fo�a X11`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 c<< gas cooking appliances. ® (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the. outside. $WIE COv�i�'Y' (G) DUCT CONSTRUCTION & INSULATION. All trarSUMMOEFARW6W fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air lass and shall be ins'AVa 1 c� 'V� the. provisions of Section 1005 of the iJMC, 1976 Edition. 7/83 2 (6) DOMESTIC WATER SYSTEM%% J J �O_1�,�-( Gallo" " (B) Gas Only P7fh7� J i7D ns (brand and model number) (tank size) 0 He t Pump w/Electric Backup (brand and model number) .(tank sil C3 *2 Active Sol Gallons lector brand and model number) (rated y -intercept) rated slope) (backup heater type, brand (solar fraction) ft 2 model number) (collector area) (collector orientation) * (colle or tilt) 0 Location of Solar Panels ❑ Other (Describe) 91 (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. (]t (C) PIPE INSUTAIION. The five luet 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). 0 (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 not less than 25 lume us 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(8), and fill out the following: Heating:. Winter design temperature °, elevation —'Z010 ', heating load BTU elevation factor O -x heating load 9 maximum outlet capacity gas furnace k-Z,eloO0 BTU Cooling: Summer design temperature cooling load -j�00 BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5)-8 & N'WVing of solar panels. SJILDING DEPARTMENT ® DESIGN COMPLIANCE STATEMENT: The above building design me r q i e ents of 1 ED Title 24, Part 2, Chapter 2-53 of the California Adminiso 7/83 S GNAT BUILDING DESIGNER OR APPLICANT 3 LENN GOLDMANN �tTr' OM CAA eV AND ASSOCIATES DESIGN AND PLANNING 343 WEST 4TH STREET CHICO, CALIFORNIA 95928 TELEPHONE 916-345.1161 APVf..oH1204 To ft.PAN� 2.2.•a� M I N K HgvL iy�� �Km�-r25.Z885 �v. -rkle-00 wmivv4 ere... v*u%#C vwuo- 'To '�� i1 s►S-r- /'R+'tv'�1 �� � r"� ` � V: r �' ! "'� � + � "'G A 1 2 � � P' I%+% --Ui' 4-P oz j*co' C 4,0-. tu e a� i Y'!� •C• fM iy ia � s 'tis � '�t••� ��� .� i r.aa„_ Y ��� p • ,�• g �1�> ° •r �ioR fie, �•+1� �' `} ", Y f � .a,a ,.� Y.ws; `� ���� �a � ,t=� � °�+ ��a'9, �� K� t a° 3 aw�+ • a.w et � ha .. i� .Ya,� T • Y ("' � f t'Fr,'�K'y' • :'•ae5`�'� t J'�'`"�"'�.! d Y �.ij•. ��ir; ^�, ;''"4�'C' . ..h,d !'hn,� • �,j•S►..,rX':k:`�`.� `�•.,;.r�r� : � �; �`*"� Aasvr. .�n,Rc ••a r ty''Y' "aw3.3'-.a, �t,;:L'-'p.a''••�s � d,�;.s'��ALi t � �3'} ''+.�'��`'3,�<xj j•j'r'x },E`yr�a,' r �.. �s � �•e •w �xX 4+ H�V ti� ♦ c S � 22 w t'"4e ��k,.%'.y A��Q �•k�k M��•S'• �`r=T�''+}�4f � \ _,.� ,� � i �.k� mow`• f } a \a..°t•1,•�'J;: t"� ='..,i .+7� .�. ,�\ wa.} � Il _ "'V��• a.,f i�rl � ;'h{+4�f, i yywi.H,y+.�• , "... ti` t a t r s •'ifi +J.a.1 � �� r �.++fs+�'f-�6��A.i.r.� t i� 'E~��a � ,� a� ii��7'° "�"ddf ��+.�' •, �i 'f a a a Y } LENN GOLDMANN AND ASSOCIATES DESIGN AND PLANNING 343 WEST 4TH STREET CHICO, CALIFORNIA 95928 TELEPHONE 916.345.1161 Y�RN►tt 252$•� AP !!•4l•l51 �: No►:� GoN►Pu�nvtiE �ro�.. '[1t�A.Q �MTo gAi+2. i+K�.-►. C.teSS '�ttAi�J (." a1" LaNv�j . i t r O� L1A1y11►lT(� '�ol�. Ke� CoM P�IN� SThi� r TG�D`j �NTo If►�� Ow lues 41 f!` Y j f�.� �y � J1. 1 Z�Y • + i Z ��:ni-� �l' � +�s.,i ��' 'ti rich � n ...'�w?S ��,,1.,�"..xi "'fit' "qf!�.� qtr !""�!'qf <�!Nr .wi �� +�•�� oD �ry� 5¢ ���'���tI�+R ♦ r'^'T `�. y L ®� taw 4 �Sii kip"y • 'L -w. 6 : a i� . ,�* s Z- .m. & :..i'C'" -.. ' `±•y 4 a s � � . i ,�'^E� �I/�►'+;%'� 1� �►h •+oi++♦...s.+�y •.,,a.: ik``�'� �:+r:1��w��r�'si `.i'e� � �.:,�$ a 2' �..... t= �` i�3•�w�� !�-f�i�-�1�.•n,r+°s �►ira.^��� � r���,! 1� �,.w�, `II•,�, � l ,•S . L � A1pti^��'��'� 3 -� ..wr�14�.y�8 s♦� ��:•# �t�"�� i. ' ��yy.�Y� � _ s • � s 1 RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY 527 FORM I Owner Climate Zdne Permit No. Floor Area Compliance path: Package ❑ A ❑ B ❑ C Point System ❑ Budget 0 Other �� 3 MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1). INSULATION: ® Roof/Ceiling ® Wall ❑ Slab Floor Perimeter ® Raised Floor (2) INFILTRATION: '' ❑ (A) A vapor barrier is required in climate zones,.l, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. - 7/83 Tight - the above standard features plus:��N� n (D) Continuous infiltration barrier 13 (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: , (A) Location Area Glazin %Floor. Area Single Double Triple - ® Total Bldg _��o •.lo ® North East— :- ® South /O Q. 4, O.____ West 4—. Z— ® Skylights -®��t�w�.nM - (B) Shading g / Shading Coefficien Description Cj�.7AA//.*J4 F, ® East 4 _!N_51P�—�!! '2/�'� �a`r�� SN.IyE� • .�/ ® South - ® West ® Skylights . ¢�_ /�vs�o Rf_F_t6f.7?Ve .44LIM- BLin/C> -.: 4-4 - ® (C) South Overhang Length of projection •o ft. Description - ❑ (D) Moveable insulation: Area ftZ Description E) Thermal mass Type V-06*—, -'Area Ft . 2 HC= Ra, 3 MC= Location I►�liP1,�G� 13Type - Area Ft. = R= MC= Location Type C��}s.Y% AG�'a - Area lx��� MC= S•9 Location Lzif A-01 13 Type -Area FA — MC= Location ❑ Type - Area Ft. . HC= R= MC= Location [] Type - Area Ft. HCa R= _ MC= Location 7/83 NE 1 //-/7-9ER POINTS � /O Table 3-3a. Ceiling Insulation Table 3-7. South-Facin GlazingPte Table a 3-10. ShadingCoefficient Points PERMIT N0. r_s'P%s--QiG ASSIGNED ACTUAL Points I I Glazing Type ! ( SC by I I R -Value of Insulation I Pointe ! I • Total I ! I Orien- ! Z Floor Area 1. SLAB - INSULATION N9 I I i Z of I Sngl, I Dbl. I Floor I I I Trpl, ( tation I I 2. RAISED FLOOR - R-19 -/9 (� I I ' I (U - (U - I Area I ! (U- ! I ,� 19 -4 1.10) ! 0.65) 0.41)1 3. CEILING - R-30 I 22 I ! I -2 I I I ! oints 1 mints I mints) I East 1 1 3.2 I ,f23d 30 0 o +! +3 -_3 I 1 0-3.1 I to 16.4 up 4. WALL R-19 I 38 I +2 I I up to 1.5 I +2 I +2 ( I +2 I I I I 6.3 I - _0 ! 49 i +4 I 1.6- 3.6 I -1 I 0 I 0 1 I I I I W.�/� 5. NORTH GLAZING - 2.4-3.6% / if -O -'�3 - r� I I I I r -r 6,S I b_1 ='t I 3 1 1 0 -.19 1 0 1 +1 1 +2 ! 6.6- 7.7 ! -9 1 -6 I -5 1 1 .20-.36 I 0 I + 0 ! % 6. EAST GLAZING - 2.5-3.6% • /. �_ 1 7.8- 8.9 I -11 I -8 I -7 1 1 • -• 7. SOUTH GLAZING - 1.6-3.6% q. b -Z Table 3-4a. Ball Insulation Point. 1 9.0-10.0 ! -13 ! -10 I 10.1-11.5 I -17 I -13 ,! -9 1 I -11 I I .67-.82 1 .83 up 1 0 I 0 ! -1 ! 0 ! -1 ! S. [BEST GLAZING - 2.9-3.6% /I 3 -� I R -Value of Insulation 1 Points 1 ! 11.6-13.0 I -21 ! =16 ! 13.1-14.5 1 -25 I -19 1 -14 ! I -16 ! I -2 I 1 I 9. SKYLIGHT - 0-1.3% 'Z• Z �Z I i I 114.6-16.0 1 -23 I -22 I I I ! -19 1 I 1 South 1 0 1 3.2 1 6.4 ! 9.0 ! 9.E I I 11 to 1 to. 1' to I to I up 11 I _7I I 13.1 16.3 ! 7.9 19.5 I 10. SHADING (Exclude Overhang) I 19 ! 0 1 Table 3-8. West -Facing Glazing Pts. EAST - .66 �_ 1 24 1 i 30 +2 1 +3 1 1 Glazing Type 0 -.18 ! 0! +1 I +2 I +2 I +3 .3• -9� SOUTH - 0. 19-.42 0 i i I Total 1 Z of 1 Sngl, Dbl. jq-.42 ! I 0 I -1 I -2 -0 -3 I 0 Trpl, WEST - • 7. 13-.36 , .�6 �� �� Table 3-5. North-Facin Clazin Pts I Floor ( (U - ! (U ! (U - I up -4 1 -4 ! -6 SKYLIGHT - 2•Z .3.7-.57 � �- I Area 11.10) ! 0.65) 1 I oints I oints 10.41)1 I ointsl West ( .1 I 1.6 1 3.2 I 6.4 i 9.0 11. HORIZONTAL SOUTH OVERHANG 2' I2• _ O I Glazing Type I Total I 1 o 1 +6 1 -46 I up to 1.3 I +5 I +6 1 +-6-T I +6 ! I to I to I to I to I up 1.5 3.1 6.3 7.9 12, ,[OVABLE INSULATION - NONE �_ �_ I 2 of ST . Db1, I Floor I U I U - Trpl, I U - I ! 1.4- 2,2 1 +3 1 +4 ! 2.J- 2.8 I 0 1 +2 1 +5 I I +3 f i i j i Ares ( 0.66 ! 0.42- ! 0.41 1 ! 2.9- 3.6 1 -3 1 0 1 +1 ( 0-.12 i 0 1 +1 I +3 I +6 f +7 INFILTRATION (Standard=0)(Tight=+12) ! 11.10 10.65 1 down 3.7- 4.2 -5 -2 0 I � -� -- ea 14. TIIERi•1AL MASS /63V SF o +4+4 I 0.1- 1.2 ! +4 ! +4 +4 I +4 I 4.3- 5.0 -8 -4 ! 5.1- 5.6 I -10 I -6 -213. 1 -4 �Qy� _1 I -3T-6 -7 ! -1 I -3 I -6 I -i: I -15 04 I 1.3- 2.3 1 +1 I +2 1 2.4- 3.6 1 -2 'I 0 i +2 i ! ! 5.7- 6.2 I -13 i -8 1 •-6 ! .83 up 1 -2 I -4 I -8 I -16 I X33 15. GAS FURNACE (SE) 71-76% I 3.7- 4.8 ! -4 ! -2 +1 I I -1 I ! 6.3- 6.9 1 -15 I -10 ! -7 •I I I I I I i 16. HEAT PU11P (EER) 7.5-7.9% 1 4.9- 6.1 I -7 .'! -4 1 6.2- 7.3 1 1 -3 i 1 7.0- 7.6 I -18 I -12 ! 7.7- 8.2 I --20 I -14 i -9 .! ! -11 ! Skylight � 1 .1 I .8 i 1.6 1 3.2 14.0 -9 ! -6 I -5. I 1 8.3- 8.8 ! -22 I -16 I -13 I I to 1 to I to ! to i to 17. DUAL PACK (SE, SEER) 8,0-8.3/71-76% .� Q3 Z I 7.4- 8.2 i -12 I -a 8.3- 9.7 I -14 I -10 1 9.8-10.8 I I I -7 1 I -8 I ! 8.9- 9.5 I -25 I -18 ! o.6 -i0.1 ( -27 ! -20 1 -15 1 ! -16 I-T-�- 1 7 1 1.5 13.1 1 3.9 15.2 WOOD STOVE �� slgiidy -17 -12 1 -10 I ! 10.2-11.0 I -29 I -23 I -17 ! 0-.12 I 0 i +1 I +3 I +6 I t7 �(J 110.9-12.0 I -19 I -14 I 12.1-13.2 I -22 ! -16 ! -12 I I -13 1 ! ll.l-11.8 I -35 I 26 !29 I -21 I •13-.36 1 0! 0! 0 1 0 1 0 -HEATER 3.314.5 -24 1 -18 -15 ! 11 12 _7 1 -33 I 12.8-13.5 -42 32 ! -24' 1 -27 •3�Z- 758-82 0 -1 mo-6WATER II -1 -3 -6 -12 % 4.6-15.3 -27 -0 -17 13.6-14.3 -46 -35 -29 .83 up -2 -4 -8 -16 --2. 0ATTIC _ _ ! 14.4-15.2 1 -50 I -33 I -32 I I I I I I OTHER 1 i I I I Table 3-11. Horizontal South ' Overhane PotntF �Z Table 3-9. Skylieht Points South Glazing - TOTAL POINTS - Table 3-6. East Facin Glazing Pts. OKI length Out I Area, z of Floor I 1 I Glazing Type 1 I from Wall (_ 1 I I GlazingType YP 1 I Total I I i ft r - -'"-I Total I 1 I Z of Sngl, Db!. Trpl, i 10-6.J I 6.4 up I 1 � Z -of 1 Sngl, DD1, Trpl, I Floor I U- 1 U 1 U- able 3-1. Sl ab Floor Points Table 3-2. Raised Floor Points I Floor 1 (U - I (U - I (U - 1 I Area 10.66- 10.42- ! 0.41 ! 0 - 0.5 -2 4 Ij r I Area 1 1.10) 1 0.65).1 0.41)1 1 11.10 10.65 1 down 1 1 0.6 - 1.0 1 -2 i -3 ! 1 In=-jla- I R -Value of Insulation I ! R -Value of I ! I 11PLints !points 1 oints! ! 1.1 - 1.9 I -1 I -2 1 thin ! I I Insulation I --� Points ! I O I+.4 + rt 1 up to 1.3 I -1 1 0 I 0 I ! .2.0 up I 0 I 0 I ! Derth, ! ! ! ! up to 1.3 I +3 ! +4 ! +4 1 1 1.4- 2.2 I -3 1 -2 ! -1 I I ! ! ! 1 Inches ! 0-2 13-4 ! 5-6 1 7+ ! ! 1.4- 2.4 ! +1 1 +2 1 +2 1 1 YT T ri -6 1 _-Z 1 -3 1 Table 3-12. Movable Insulation ! 1 I I I I I below 3 I -T� -12 1 1 2.5- 3.6 1 -2 ! g 1 0 1 1 2.9- 3.6 I -9 1 -6 1 -5 I Points 1 3- 4! -8 I I �-I -5 1 -2 I -1 1 I 3.7- 4.2 I -11 I -8 1 -6 I ! 0 - 11 I -5 I -5 I -5 1 -5 1 ! 5 - 7 ! -6 1 I 4.7- 5.5 1 -8 i -4 ! -3 ! ! 4.3- 5.0 1 -14 1' -10 ! -8 I ! Moveable Insulation'l 1 1 12 - 15 I -5 I -3 I -2 I -1 1 ! 8 - 12 I -4' ! ! 5.7- 6.7 I -10 I -6 I -5 i I 5.1- 5.6 I -16 1 -12 i -10 I ( Area, Z of Floor ! Points ! ! 16 - 19 I -5 I -2 I -1 I 0 ! ! 13 - 18 I T2 I I 6.8- 7.7 I -13 I -8 I -7 i 1 5.7- 6.2 I -19 I -14 ! -12 1 20 + I -5 I -1 10 I +1 I 1 •19+ I 0 I I 7.8- 8.7 ( -15 1 -10 I -8 ! 1 6.3- 6.9 ( -21 1 -16 1 -13 I 8.8- 9.7 I -1.7 1 -12 1 -10 1 1 7.0- 7.6 I -24 ! -19 1 -15 1 1 0- 5.5 I 0 I 1 9.8-11.2 1 -21 i -15 1 -13 1 1 7.7- 8.2 I -26 I -20 ! -17 1 1 5.6 - 11.5 I +2 I 1 11.3-12.7 ! -25 ! -18 -1 -15 I I 8.3- 8.8 I -28 i -22 I -19 I I 11.6 - 17.5 1 +4 7/7/83 1 12.8-14.0 1 -23 1 -21 1 -18 1 I 8.9- 9.5 I -31 I -24 1 -21 I I 17.6 - 23.5 ! +6 I :. 14.1-15.3 I -32 I -24 ! -20 I I 9.6-10.1 1 -33 I -26 -22 I I _23.6+ 1 +8 ! -+-- ---- - 4-- I -- -.I- ----� �---- �- -- -1-- r Table 3-13. Infiltzation Control Fee.tvres Points i 1 Coccrol Features 1 Points I Standard 1.9 air changes per hr Tight 0.6 air changes per hr Table 3-15. Cas Furnace Without Refrigeration Coo1_nq Points _ 1 I Seasonal Efficiency I Ports I I (SE), z I I 1 71-76 I 0 1 I 77 - 82 I +2 I I 83 - 38 i +4 I I 89 - 94 1 +6 1 95 up I +8 I I I I Table 3-16. Heat Pumo Points T' i System Type I I I 2,000 I Energy Effic!ency I Polncs 1 I Ratio (EER) I I 7.5 - 7.9 i +3 I I S.0 - 8.3 I +6 I I 8.4 - 3.7 i +9 1 I 8.8 - 9.1 1 +12 i I 9.2 - 9..6 i +13 I I 9.7 - 10.2 i +18 1 I 1013 - 10.8 I +21 i 10.9 - 11.5 I +24 I 1 11.6 - 12.3 I +27 I I 12.4 - I 13.2 I +30 I I I Table 3-17. Gas Furnace With Refriveration Cooline Points IRefrigeraeionl Cas Furnace I I Cooling I SE I I I171 -177-i$3-139-195 I 1 761 821 881 941 vo 1 1 8.0 - 8.3 1 01 +21 +41 +61 +8 I 1 8.4 - 8.7 1 +21 +til +61 +91+10 1 1 8.11 - 9.2 1 +41 +61 +EI+101+12 1 I 9.. - 9.7 1 +61 +81+ X121+14 1 I! e - to.) I +31t10 1±1 I41+16 1 I ! 4 - 10.9 1+101+L21 +161+18 1 1 11.0 - 11.6 1+121+141+1614.181420 1 I I I i I I 7/7/83 TABLE 3-14 (ADAPTED) MASS DWELLING ARFA SQUARE FOOT ZONE I1 INTERIOR THERMAL MASS POINTS %REA 111,000 1,500 i System Type I I I 2,000 Floor area 2,500 0 I I 3,000 per unit, I I 3,500 1 Neeting the Requirs- I 1,000 I mento la Part 2 I I I I /,SGO I I Only 5,000 1 SQ. FT. I' A D C 0 A 8 C D A 6 C D� A B C D A B C D A B C. D A B C D A 6 . D _ B C 1,000-1,499 0 +•2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 1 +8 +10 2,009 and up 0 1 +l +2 +4 +5 +5 +7 1 +9 All others (pe building points) 86-0-899 0 +5 +10 +14 +19 +24 _ +29 r +34 900-999 50 2 2 2 2 2 2 2 0 1 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 O i 00 +18 +21 0 0 0 C 0 0 0 0 0 0 100. 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 n.0 i J 0 0 iSO 6 6 6 4 4 4 4 2 2 •2 2. 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 0 2 ? 2 O I 2 Z 2 0 1 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 S! .Ul 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4, 2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 - 2 Z! 300 12 1210 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 7' 2. 2 2 2 350 14 14 12 8 10 1G 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 2 403 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6• 6 4 2 4 4 4 2 4 4 4 2 I 4 4 2 2 I 4 4 2 2 503 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 5 42 4 4 4 2 4 4 4 603 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 G 6 4 6 6 6 4 I 6 5 4 21.6 6 4 2 1 700 ' 24 24 20 14 18 16 18 10 14 14 12 3 10 10 10 6 10 10 B 6 8 B. 6 4 8 F. 6 4 6 I A 5 41 6 6 6 7 830 I 26 14 22 16 70 16 16 10 14 14 12 0 12 10 10 6 10 10 a 6 10 8 8 4 e 6 6 < 8 6 6 4 I G 5 b 603 28 28 P4 16 22 20 18 12 16 15 14 10 14 14 12 6 12 12 10 6 10 10 3 6 3 8 '8 4 8 8 5 4I 8 8 6 [ i 1,000 30 70 25 18 i?2 20 20 14 18 18 16 10 14 14 12 8 12 17 10 6 12 10 10 6 10 10 8 6 I 8 8 D 41 ^, 8 E 4 i 1.-.00 32 37 28 LO 124 24 22 14 20 20 18 10 16 16 14 8 14 114 14 12 8 12 12 l0 6 10 i0 10 6 113 10 8 C1 1.3 e B i 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 12 8 14 12 12 8 •12 12 104' E 1 1J 10 8 61 In In 8 6 1,lCD 34 34 32 22 I i 28 26 20 16 22 22 20 12 18 19 lE 10 15 ,14 14 8 14 12 12 6 � 12 12 13 6 12 ;0 10 LI 10 •0 F. 6 1"00 34 � 34 32 24 28 28 26 18 24 24 2n l4 20 20 18 12 18 16 14 10 14 14 12 B 14 14 12 8 ! 11 12 ;0 E; ;0 to 17 E i . 600 i 36 34 34 24 30 30 26 18 24 24 22 14 ( 2 20 18 12 18 18 16 10 1 16 41 E 14• 8 14 14 12 B 112 12 10 (j ; 2 12 1 C o 2,300 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 20 20 18 12 18 18 16 10 16 16 i4 LI 14 14 12 5 i 2,507 I 34 34 30 22 130 30 26 18 26 26 24 16 I ?4 24 22• 14 Z2 22 i3 :2 10 20 18 !,- I is :' lb ::, : 3,000 3,500 34 32 30 22 30 32 30 32 26 30 18 20 28 30 26 30 24 2618 lb 124 ?d 24 28 22 24 14 16 2Z 26 22 24 20 22 141 1, 1 :2 74 23 ;4 1'_ 2J 12 14 ; 4,000 I 32 3T 30 20 130 30 26 13 ' ZO :k 24 It 5 2a _ 2' IF 1,500 132 32 28 :U JU 3J' 26 ;E j itl ,., ?e ;E ; s_eoa -�_i- _- ---_-_-- 132 _ 17 Zi 20 j 13 G 76 1- A ) A) 1. 3'y' Concrete Slab: HC•8.93• R-.29; Factor -7.3 2. 3 3/4' Thick Common Brick: -7.125; R-.13; Factor -7.3 81. Sy' Concrete Slab: HC -14.106; R-.458; F;.ctor-7.1 C 1. B- Solid Filled Block: HC -20.63; R-1.93; Factor -6.1 a 2. 8' Solid Filled Block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal'Hsss Area: HC -10.164; R-.96:; Factor -6.1- D) i' Thick Concrete/Ti.le: HC -2.55; R-.083; Factor. -3.7 Table 3-19. Zonally Controlled Electric Reslstance _ Space Heating Points Points for this measure v!I1 I be completed after the CEC 1 I has approved an Alternative i I Component Package for Resistance I I neat. Table 3-18. Active Solar Space Heating wlth Gas Points l Net Solar Fraction 1 Points I s I I I I I 0-F I 0 I 1 7 - 14 1 +2 i ( 15 - 23 i +4 1 I 24 - 30 1 +6 I I 31 - 39 I +8 I i 40 - 47 I ; +10 I I 48 - 55 1 +12 I I 56 - 63 1 +14 I I 64 - 71 i +18 i i 72 up 1 +20 I Table 3-20. Solar dater Heatin¢ With Can 8arkvn Palntm wood stove 433 points -(no back up) fcasablanca fan + 1 point 1-ultifamil (pit unitpoints) Heatinq Pts. i System Type I I I Points I I Floor area I Cas Only I I 0 I Net Solar Fraction (NSF), z 1 0 I per unit, I I i Re+istonce Backup I 1 Neeting the Requirs- I I I mento la Part 2 I I I 0 I I IC2 I I Only -40 0.9 10-19 20-29 30-39 40-49 50-•59 60-69 70-79 , 600-799 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 1 +8 +10 2,009 and up 0 1 +l +2 +4 +5 +5 +7 1 +9 All others (pe building points) 86-0-899 0 +5 +10 +14 +19 +24 _ +29 r +34 900-999 0 +4 +9 +13 +17 +il +26 +30 1.000-1,199 0 +4 +7 +11 +15 i-19 +22 +26 1,20iri,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 1 +9 +12 +14 +lc 2,000-3,9:9 0 +2 +3 +5 +7 +8 +10 +11 3,000 ar.d uo -0 +1 +3 +S +5 +7- +8 +10 Table 3-21. Other Water Heatinq Pts. i System Type I I I Points I I T I Cas Only I I 0 I I 1 Beat P,mp ( I 1 0 I i I Solar with Electric I I I i Re+istonce Backup I 1 Neeting the Requirs- I I I mento la Part 2 I I I 0 I I Electric Resistant! ( I I Only -40 COMPLIANCE CHECKLIST FORM 2 For Low -Rise Residential Buildings (except hotels and'motels) Step 1: Enter on the form the values for each measure from your building plan and specifications sheet. Step 2: Enter points on this page while Working through•the point system in Part 3. Building --Shell Measure Points *Total Floor Area2 h ath rjf t2 1. Slab -on -Ground Perimeter ft; Depin . R 2. 'Raised Floor R -Value . . . . . . . . R-� o 3. Ceiling Insulation or Construction Assembly, R -Value . . . . . . R- o 0 4. Wall Insulation or Construction Assembly, R -Value R- Glazing Total % Floor, Area Single Double Triple 5. North -Facing.. •T� g3 f t2 �jl?�f t2 f t2 6. East -Facing . ft2 ft, ft2 O 7. South -Facing . . . p. ft2 0 ft2 ft2 8. West -Facing . . �j . t0ft2 ft2 ft2 9. Skylight z f t2 t2 10. Shading Coefficient (exclude overhang.) a. East • dila SC . . . . . . O b. South.5HAQ6 • 3G Sc . . . . .. . . c . We s t F�I�L) : �,ert ta'N.": 4 ( �3[o SC . . . ... . . -12_ d. Skylight AVSIlJ� �' rrLF.Gt1��4%M' �4e"rD, • 40 SC • _ 11. Horizontal South Overhang Length S. ft O 12. Movable Insulation, % Floor Area o 13. Infiltration (indicate Standard or Tight) 14. Thermal Hass n aocg Xwterior Wall Thermal Mass Area, Heat Capacity, R -Value .' 24 8 ft2, X2.3 HC, R-•4 5 I" Interior Thermal Mass Z �XRx,ED N&(1: Area, Heat Capacity, R -Value j5$.5 f t2, 4 • HC, R- • 15 HVAC System** 15. 16. 17. 18. 19. Gas Furnace Without Refrigeration Cooling (Seasonal Efficiency) . . . . . Heat Pump (Energy EfficiencyRatio) . . . . Gas Furnace With Refrigeration Cooling (Seasonal Efficiency (SE) Seasonal Energy Efficiency Ratio (SEER)] . . . . . Active Solar (Net Solar Fraction, x) Zonally Controlled Electric �(,dr►nPk Pa�ye� . .9 SE Q_p EER SE SEER XNSF • Resistance Space Beating . . . . . . . . (Yes/No) Domestic Water Heating** 20. Solar With Gas Backup (Net Solar Fraction, %) . . . %NSF_Z_ 21. Other Water Heating (Describe type) dVtS f7iftO W.!{, 0- U.FA-PQ ,t Av,,Lat FA -PQ — I-1 V I N4 AM C-tQ-c P4C3- Point -System Compliance Total (must be greater than or equal to 0) *C1hecklistitems; not a point system measure. **attach documentation for efficiencies and NSF. C-41 ECM -13 8. GLAZING, WEST -FACING Using the • total west -facing glazing percentage from line' 8 of the Compliance Checklist, find the corresponding point values for each glazing type to be used (single, double, and/or triple) in Table 3-8: Enter these values on the appropriate lines below. On the adjacent lines, enter the square footage of each glazing type indicated on the checklist. Next, enter the total square footage of - all west -facing glazing. Perform the required calculation and enter the results on their respective lines a and b. Total lines a and b, and enter the sum on line c below and in the "Points" column on line 8 of the checklist. Be sure to use the total west - facing percentage instead of the -individual percentages- for each type of glazing in a given orientation. C-46 ECM 11 Table 3-8. West -Facing Glazing Pts. I. I Glazing Type I Total I 7c-, 7e- a. I % of I Sngl, I Dbl, ,Trp_, I Floor I (U = 1 (U = I (U = I Area 1 1'.10) 1 0.65) 1 0.41)1 I 1points (points Ipointsl points area total I up to 1.3 I 1A_..2..2_.1 1 +5 +3 1 +6 1 +4. 1 +6 1 1 +5 1 1 2.3- 2.8 I 0 I +2.. I +3 I 1 '2.9- 3.6 1 -3 i 0 I +1 1. 1 3.7- 4.2 1 -5 ( '-2 I 0 I 1 4.3- 5.0 I -8 1.-4 1 -2 1 1 5.1- 5.6 I -10 I 5.7- 6.2 I -13 I -8 1 -6 I 6.3- 6.9 1 -15.'1 -10 1 -7 1 I 7.0- 7.6 I -18 ( -12 1 -9 I 1 -7.7- 8.2 I -20 1 ,"=14i :. I -11 1 1 .8.3- 8.8 I -22 I -16 1 -13 .1 1. 8.9- 9.5 I -�-25 I 18 I -15 1 I �.6=10.1 1T_27 -20. 1 -16 1 1.10.2-11.0 1 -29 1. -23 1 -17 .I 1 11.1-11.8 1 -35 1 -26 1 -21 1 111.9-12.7 1 -38 1 -29 1 -24 I 1 12.8-13.5 1 -42 1 -32' i -27 1 13.6-14.3 ( -46 I -35 I -29 1 14.4-15.2 I i -50 I i -38 I ( =32 1 I I Fi�F.s-ttiType (indicate � ngl Dbl, or Trpl) 7c-, 7e- a. . x .7= y a % points area total first area Second Typ (indicate Sngl,(bbl or Trpl) points area total second area a + b s c If there is no west -facing glazing, enter +6.on line c and line 8. . . 5. GLAZING, NORTH -FACING Using the 'total north -facing glazing percentage from line 5 of the Compliance Checklist, find the corresponding 'point values for each glazing type to be used: (single, double, and/or triple) in Table 3-5. Enter these values on the appropriate lines below.. On the adjacent lines, enter the square footage of- each glazing type indicated on the checklist. Next, enter the total square footage of all north -facing glazing. Perform .the required calculation.and enter the results on.their respective lines a and b. Total lines a and b, and enter the sum on line c belowand sum in the "Points" column dn. line 5 of the checklist. Be sure to use the total north - facing percentage instead ' of the individual percentages for Table 3-5. North -Facing Glazing Pts I I Glazing Type I Total I % of I Sngl, I Dbl,. Trpl, I. .Floor I U= I U= I..0 = I I Area .. I 0.66 I 0.42-'l 0.41 I I 11.10 10.65 I down I I 0.1- 1.2 I+4 I +4 I +4 I 2.3 1.3- I 1-+1 +2 1 I . +2 I . 2..4- 3.6 I _-2 I 0 . I +1 I I 3.7- 4.8 I -4 I -2 '. I . -1 I I 4.9- 6.1 I -7 I'=4 I -3 I I 6.2- 7.3 i -9 I .-6 ( -5 I 1J. 4'-. 8. i x=12- 11 - -8 ' ' I =7 I. 8.3--9.7 I' -14 I =10 'I -8 I 9.8-10.8 I' -17 I -12 I -10 I 110.9-12.0 I -.1, 9__ I� I. -12 I 112.1-13.2 I -22 _F -16 I -13 I 113.3-14.5 I =24 I -18 I -15 I 114.6..-15.3 I '27 I -20 I -17 I each type of glazing in a given .orientation. First pe (indicate n , Dbl, or Trpl) 42 points. area total. first area C-46 ECM 11 Second Ty (indicate Sngl, ' b or Trpl) b x �'; loO;v= points area total. second area If there is no tior.th-facing glazing, enter +4 on line.c and line 5. GLAZING PLAN TAKEOFF SHEET 3-5 North Glazing QUANTITY SIZE AREA (SQ.FT.) (a) 4 x baBto I _ � (b) -,7-7 x o 10 =� (c) ! x (e) �_ x Total North Glazing = (SQ.FT.) (a+b+c+d+e) �,o�o GL.BUG . 21 TOTAL X '[o'fk ji NORTH TOTAL BLDG CONVERSION TOTAL % LAZING FLOOR AREA FACTOR NORTH GLAZING 'l Lpo Z.'ra x 100 = O % SQ.FT. SQ.FT. 3-7 South Glazing QUANTITY SIZE AREA (SQ.FT.) (a) x 3 3 = (b) x 3 0 = (c) x (d) x = (e) x = Total South Glazing !o ..<'(SQ.FT.) (a+b+c+d+e) TOTAL SOUTH TOTAL BLDG LAZING FLOOR AREA /°¢ 5 : ZS tPCi x SQ'.FT. SQ.FT. CONVERSION TOTAL FACTOR SOUTH GLAZING FOR M 3-6 East Glazing QUANTITY SIZE AREA (SQJT. ) (a) _� x Jho _ (b) x T° o _ bq (c) x is 1. o _moi (d) x (e) x = Total East Glazing (SQ.FT.) (a+b+cid+e) TOTAL EAST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR EAST GLAZING x 100 SQ. FT. SQ.FT. 3=8 West Glazing QUANTITY SIZE AREA (SQ.FT.) (a) —5 x 2n $ o = b (b) I_ x t 2a 80 = ffo (c) I— x m16' _ —. (d) 1 x & P5 - (e) o = 2 Total West Glazing (SQ.FT.) (a+b+c+d+e) 2. TOTAL _ k 5 s Za 4 L. BLK . WEST TOTAL BLDG CONVERSION; TOTAL % LAZING FLOOR AREA FACTOR WEST GLAZING 100 •ii % 2427= 2585 x 100 SQ.FT. SQ.FT. 3-9 Skylights QUANTITY SIZE AREA (SQ.FT.) (a) �— x `'740 = 52 (b) x = (c) x Total Skylights (SQ. FT. (a+b+c ) TOTAL XYLIGHT TOTAL BLDG :LAZING FLOOR AREA .7, 255C2 x SQ.FT. SQ. FT. )WNER 'ERMIT NO. CONVERSION TOTAL % FACTOR SKYLIGHT GLAZING 100 = 'L.Z • % 183 211 �t�, !'n I �a � n � PJM � •� i LENPI GOLDMANN AND ASSOCIATES DESIGN AND PLANNING 343 WEST 4TH STREET CHICO, CALIFORNIA 95928 TELEPHONE 916.345.1161 lo.sow sp 17 jffay✓ vP ��n ori f ��rsL� �rGG-� , - - ,J 0 I ' P COMPLIANCE CHECKLIST FORM 2 For Low -Rise Residential Buildings (except hotels and motels) Step 1: Enter on the form the values for each measure from your building plan and specifications sheet. Step 2: Enter points on this page while working through the point system in Part 3. Building"Shell Measure Points *Total Floor Area . .. .. th 2C,3y ft2. 1.• Slab -on -Ground Perimeter ft; Depin R- / 2. Raised Floor R -Value . . . . . . . . R-= p 3. Ceiling Insulation or Construction Assembly, R-Value.R- 770 o 4. Wall Insulation or Construction Assembly, R -Value R-7— Glazing Glazing Total % Floor, Area Single Double Triple 5. North -Facing (p X f3 f t2 2d . Z f t2 f t2 6. East -Facing . . . f t2 ft, f t2 r.�q 7. South -Facing . . ft2 f. ft2 —f t2 ` 8. West -Facing . . _f t- ,y ft2 ft2 9. Skylight . . _ f t2 t2 . . . . . . 10. Shading Coefficient (exclude overhang) a. East . . . . I (?(P SC b. South . . . . . . . . . . . . . . .SC c. West . . . . . . . . SC . . . ... . . d. Skylight . . . . . . . . . (o C . . . . 11. Horizontal South Overhang Length . . . ,o ft . 12. Movable Insulation, X Floor AreA . . . . 13. Infiltration (indicate Standard or Tight) l�;,T ctz r —� 14. Thermal Mass —� I.N:7OZlop_ Wall Thermal Mass Area, Heat _Capacity, R -Value .' e415 ft2, [Z•3 HC, R -AF \ ,/ jnterior Thermal Mass \i ft2 Area, Heat Capacity, R -Value �J � Q , 4.2 -HC, R -o15 4 Z e - HVAC System** 15. Gas Furnace Without Refrigeration Cooling (Seasonal Efficiency) . . . . . . . . . . SE --[t> 16. .Heat Pump (Energy Efficiency Ratio) . . . . . . . . EER _L 17. Gas Furnace With Refrigeration Cooling [Seasonal Efficiency (SE) Seasonal Energy Efficiency Ratio (SEER)) . . . . . SE SEER 18. Active Solar (Net Solar Fraction, 0 XNSF 19. Zonally Controlled Electric L Resistance Space Heating (Yes/No) Domestic Water Heating** 20. Solar With Gas Backup (Net Solar Fraction, %) XNSF 21. Other Water Heating (Describe type) E,,�r� ,(Z W. FT. — O Point System Compliance Total (must be greater than or equal to 0) *Checklistitems; not a point system measure. **attach documentation for efficiencies and NSF. C-41 ECH-13 or .c 6. GLAZING, EAST -FACING Using the 'total east -fact g glazing percentage from line 6 o .the Compliance Checklist, find the corresponding point values for each glazing type to be used (single, double, and/or triple) in Table 3-6. Enter these values on the appropriate lines below. .• On the adjacent .lines, enter the. square footage of each glazing type indicated on the checklist. Next, enter the total square footage of all east -facing glazing.. Perform the required calculation and enter the results on their respective lines a and b. - Total lines a and b, and enter the. sum on line c below and in the "Points" column on line 6 of the checklist. Be sure to use the total east - facing .percentage instead of the individual percentages for each type of glazing in a given orientation. C-46 ECM 11 81 l �o Table 3- East -Facing Glazi Pts. Glazing Type Total I % of I.Sngl, Dbl, Tr1, Floor I (U a l (u,= I (U = 'Area 1 1.10) 0:65) 1 0. 1)) 1points 1points 1poi tsl u1ZVo 1.3 1 +3. '+4 1 4 +2 1 2 �. -2.5--3.6 -2 0.. 0 .3.7- 4.6 -5 ( -2 -1 4.7- 5.6 ( -8 '=4 -3 5.7- 6.7 -10 -6 -5 6.8- 7.7 -13 -8. -7 `7..8- 8.7 ..._15 - _ = S ( -8 8.8- 9.7 -17 2 ,� -10 9.8-11.2 -21 =15. -13 J 1.3-12. _-2 1 -15. 12.8-14.0 -28 ( -21 .� -18 14.1-15.3 -32 1 -24 1--20 1 First Type (indicate Sngl, Dbl, or Trpl) xa points area total first area Second Type (indicate Sngl, Dbl, or Trpl) �2 points area total, second area / a.+bc -~ If there is no east -facing glazing, enter.+4 on line c and line 6. 5. GLAZING, NORTH -FACING Using the •total north -facing glazing percentage from line 5 of the Compliance Checklist, find the correspondingpoint values for each glazing type to be used (single; double, and/or triple) in Table 3-5. Enter these values on the appropriate lines below.. On the adjacent lines, enter the square footage of. each glazing type indicated on the checklist. Next, enter the total square footage of all north -facing glazing. Perform .the .required calculation and enter the results on their respective lines a and b. Total lines a and b, and enter the sum on line c belowand sumin the "Points" column o{n, line 5 of the checklist. /� t� Table 3-5. North-Facin Glazing is I. I Glazing Type . I Total. C-46 ECM 11 % of I Sngl, Dbl,. Trp , I -17 I' .'Floor I U- I U= I U, I Area .. I 0.66 I .0.42- I 0. 1 I 11.10 orientation. 10.65 I d wn Sngl, Dbl, or Trpl) I .1- 1.2 - +4 I +4 I +4 I points . . ° area total +2 +2 .-2.4- 3.6 - 0 -+1 II 3.7- 4.8 -4 Sn'11 Dbl, or-Trpl) -1 . 4.9- 6.1 -7 -4 III -3 7.3 -9 I6.2- -5 I .fir -T—=12-- t1 --81I -7 . 8.3- 9.7I -1 -8 I - r08'-17 -10 I 10..9-12 . I -19 I -14. ( -12 I 112.1-13.2 I -22 I -16 I -13 I C-46 ECM 11 1.13.3.-14.5 I .24 I -18 ( -15 Be sure to use the total north- .. 114.6:15.3 I. -27 I :-20 I -17 I' f acing percentage instead of the individual percentages for each type of glazing in a given orientation. First Type (indicate Sngl, Dbl, or Trpl) x 446a points . . ° area total first area Second Type (indicate Sn'11 Dbl, or-Trpl) 772. 3 3tv i -- /% `7� x ' Z= b "�O —10.2- - points area total. second area i If there is no north -facing glazing, enter. +4 on line c and line 5. C-46 ECM 11 (. COMPLIANCE CHECKLIST FORM 2 For Low -Rise Residential Buildings (except hotels and motels) Step 1: Enter on the form the values for each measure from your building plan and specifications sheet. Step 2: Enter points on this page while working through the point system in Part 3. Building Shell Measure Points *Total Floor Area . . . .. . . 2 f t2 / 1. Slab -on -Ground Perimeter •ft; •Depth in • R- 2. Raised Floor R -Value. . . . . • • • • • • . • . . R-= p 3.• Ceiling Insulation or Construction Assembly, R -Value . . . . . . . . . . . . . . R- �j0 .0 4. Wall Insulation or ConstructionAssembly, R -Value R _ O Glazing Total % Floor, Area Single Double Triple 5. North -Facing . . . (D % f t2 2 .2 f t2 f t2 —10 6. East -Facing . . . ft2 1-7,4_47- ft2 ft2 .11 1 7. South -Facing . . �7. ft24-2 ft2 ft2 8. West -Facing. ft2 ft2 ft2 9. Skylight i ,� —f t2 5 t2 10'.. Shading Coefficient (exclude overhang) a. East . . . . . . . . . . . . . . . • SC . . . . . . . b. South . . . . . . . . . . . . SC . . . . . . . � c. West . . . . . . . . . . . .SC . . . ... . . 6 i d. Skylight . . . . (� SC _ 0 11. Horizontal South Overhang Length .O ft Q 12. Movable Insulation, Z Floor Area . 13. Infiltration (indicate Standard or Tight)-jC-p:-P_r�,-> 10_ 14. Thermal ?lass !o" eZ.oeL-_ : I.NT0 o/LWall Thermal Mass Area, Heat Capacity, R -Value 2�L ft2, 1Z.5 HC, R-•4 ? % Interior Thermal Mass Area, Heat Capacity, R -Value �F f t 2 , 4.9 HC, R-1'5 HVAC System** 15. Gas Furnace Without Refrigeration Cooling CX Yu�c�e� ( Seasonal Efficiency). • a•� SE 16. Heat Pump (Energy EfficiencyRatio) . . . . . . • EER _L 17. Gas Furnace With Refrigeration Cooling (Seasonal Efficiency (SE) Seasonal Energy Efficiency Ratio (SEER)) . . . . . . SE SEER 18. Active Solar (Net Solar Fraction, %) . . . . . %NSF 4__ 19. Zonally Controlled Electric Resistance Space Heating . . . . . . . . (Yes/No) L Domestic Water Heating** 20. Solar With Gas Backup (Net Solar Fraction, %) . . . . ZNSF 21. Other Water Heating (Describe type) �, t•,rZ�b N✓ .� Point System Compliance Total (must be greater than or equal to 0) --� neckistitems; not a point system measure. **attach documentation for efficiencies and NSF. C-41 ECM -13 ❑ (D) Moveable insulation: Area ft4 Description E) Thermal mass Type Area 4Y Ft.2 HC=R=� MC= ,b Locationi.11�t; ❑ Type - Area Ft. HC= R= MC= Location 0 2. Type Awa - Area Ft.2 HC=_4. R= •� MC= 5.9 Location :1�w-' ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft. .HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location, L 7/83 /f p p FORM `f^ RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY '.or Owner M Climate Zone Permit No. ?52-93-95- F1?oo�r Area Compliance Package ❑ A ❑ B ❑ C Point System ❑ Budget ❑ Other /&� /(_-3 path: MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling 9!zo_ •'r LOW— ® Wall --�— ❑ Slab Floor Perimeter ® Raised Floor (2) INFILTR4tiON ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass.doors shall meet the. 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall -be fully weatherstripped. Tight - the above standard features plus: rj (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location' Area Qjazing 0/.Floor Area Single Double Triple Q Total Bldg 8 2 {] North Zg8.2 fl East 3 .2 /P,$ ® South /1hrp ® West r Z O Q Skylights C1 P. I - (B) Shading (B) Shading Coefficient Description X•8f�� ❑ East _(v (o 1N171n6" V! Nr_RmJ f5L_irJP RG�t�G•ALUM .3�=•3q ❑ South , Q 2 ❑ West •57 ❑ Skylights , ? (4 0eoTl -f►►JT 34x .,i9 (9 (C) South Overhang Length of projection ft. Description ❑ (D) Moveable insulation: Area ft4 Description E) Thermal mass Type Area 4Y Ft.2 HC=R=� MC= ,b Locationi.11�t; ❑ Type - Area Ft. HC= R= MC= Location 0 2. Type Awa - Area Ft.2 HC=_4. R= •� MC= 5.9 Location :1�w-' ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft. .HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location, L 7/83 /f p p ►�v FOPS► (4) MASONRY AND FACTORY -BUILT IIREPL•ACES :..,all 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. 0 f!] *1(5) HEATING, VENTILATING, AIR CO14DITIONING SYSTEM (A) Heating & 14 Q'5 -4 0 Central Gas Furnace 61 4_�- $ O 7 /40iopp (brand and model number) SE 04 Btu/hr (heating capacity) H t Pump (brand and model number) ACOP Btu/hr (heatingapacity at 47°F) Active Solar model number e (liquid or air) Collector brand and I--,ft2 solaw fraction collector area collector orientation collector tilt rated y -intercept rated slope ❑ Other (describe) *1 (B) Cooling 0-4-21 Co A >LO,NGq< Q Q 10 Electric Air Conditioner H U� I(a � 11 ' 4pio-OrD .(brand and model number) (seasonal EER.) SO o�0 Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at °F) ❑ Other ( cribe) ❑ (C)'A TWO-STAGE THERMOSTAT, which contxols 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 INTERMITTLi\Tf IGNITION DEVICE SIIFLLL he provided for all gas-fired fan type central furnaces, gas-fired tan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. Q (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 'IMC, 1976 Edition. 7/83 2 (6) DOMESTIC WATER SYS'.''.EM17 (A) Gas Only /�%s y�J J 3o_r4eT-5 )�D Gallons (brand and model number) (tank size) Het Pump w/Electric Backup (brand and model number) (tank si't*� Active Solar Gallons lector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand anmodel number) (collector area) (collector orientation) (collee�or tilt) 13 Location of Solar Panels \ ❑ Other � (Describe) Q (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. Q (C) PIPE INSULATION. The five timet 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 not 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(8), and fill out the following: 2 Heating: Winter design temperature °, elevation ��y ', heating load BTU elevation factor D x heating load = maximum outlet capacity gas furnace BTU W 600 p 2 ski -,D0 Cooling: Summer design temperature°, cooling loaBTU *2 Submit 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 Admihistration Code. r 7/83 SIGNAT BUILDING DESIGNER OR APPLICANT 3 ❑ *2 (6) DOMESTIC WATER SYS'.''.EM17 (A) Gas Only /�%s y�J J 3o_r4eT-5 )�D Gallons (brand and model number) (tank size) Het Pump w/Electric Backup (brand and model number) (tank si't*� Active Solar Gallons lector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand anmodel number) (collector area) (collector orientation) (collee�or tilt) 13 Location of Solar Panels \ ❑ Other � (Describe) Q (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. Q (C) PIPE INSULATION. The five timet 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 not 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(8), and fill out the following: 2 Heating: Winter design temperature °, elevation ��y ', heating load BTU elevation factor D x heating load = maximum outlet capacity gas furnace BTU W 600 p 2 ski -,D0 Cooling: Summer design temperature°, cooling loaBTU *2 Submit 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 Admihistration Code. r 7/83 SIGNAT BUILDING DESIGNER OR APPLICANT 3 0)U GLAZING PLAN TAKEOFF SHEET 3-5 North Glazing QUANTITY n SIZE AT ✓(SQ.FT.) (a) !Z -J x (c) �_ x /I'? 1_,* r,Gr = (d) x 61)0'�t)d 9L6L• _ (e) I x Total North Glazing (SQ.FT.) (a+b+c+(I+e) TOTAL ,,4 8. 2 - NORTH TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR NORTH GLAZING FORM 8 3-6 East Glazing QUANTITY SIZE AREA (SQ.FT. ) (a) 1 x �iGjm GayM' _ -✓ (b) �— x 23 2•�• (c) '- x 0L c 17L. -&L _ �✓ (d) x tL,• _ ,✓ (e) ) x &P 6 9 6L.391W- _ Total East Glazing = (SQ.FT.) (a+b+c+d+e ) TOTAL EAST TOTAL BLDG CONVERSION TOTAL LAZING FLOOR AREA FACTOR EAST GLAZING Z-: ��2657 X 100 = % :7;,,44' 0 X 100 a I • % SQ.FT. SQ.FT. SQ.FT. SQ-. FT. 3-7 South Glazing QUANTITY SIZE AREA (BQ.FT.) (a) x 020b/ (b) x � b - . = �33^7s (c) - x . 2 r,U = yI5.2 (d) _> x IoIJ° r,(A _ ��•� Total South Glazing (SQ.FT.) (a+b+c+d+e) TOTAL 3-8 West SOUTH TOTAL BLDG GLAZING FLOOR AREA SIZE AREA ) 14 x SQ'.FT. SQ.FT. CONVERSION TOTAL % FACTOR SOUTH GLAZING TOTAL WEST TOTAL BLDG CONVERSION TOTAL % LAZING FLOOR AREA FACTOR WEST GLAZING 100 = _�% x 100 = I• I % SQ.FT. SQ.FT. 3-9 Skylights QUANTITY SIZE (a) �_ x 7 6 (b) x (c) x Total Skylights (a+b+c ) AREA (SQ.FT.) = GAP Z(SQ .FT: ) TOTAL 3-8 West Glazing SKYLIGHT TOTAL BLDG QUANTITY SIZE AREA ) (a) (b) �P•� ' 15t x x o 0 A - x Q 3 � uyMr7r- �(SQ.FT. _ JjET7�'3. (c) 2_ x 4_32 3 gego _ 16- (d) x = (e) x = Total West Glazing (SQ.FT.) (a+b+c+d+e) -,7 TOTAL WEST TOTAL BLDG CONVERSION TOTAL % LAZING FLOOR AREA FACTOR WEST GLAZING 100 = _�% x 100 = I• I % SQ.FT. SQ.FT. 3-9 Skylights QUANTITY SIZE (a) �_ x 7 6 (b) x (c) x Total Skylights (a+b+c ) AREA (SQ.FT.) = GAP Z(SQ .FT: ) TOTAL SKYLIGHT TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR SKYLIGHT GLAZING �P•� ' 15t x 100 - 2.2 % SQ.FT. SQ.FT. OWNER I•j,� PERMIT NO. � f•il �. � N „ I j u � n �• P -Y y � u � ,i •-- 7/83 Z l� . 41 &> �e ep.-Eur% REAL ESTATE 224_ DEVELOPMENT SOMERSET PLACE AND CONSTRUCTION CHICO COMPANY CALIFORNIA 95926 STATE LICENSE TELEPHONE, 289010 916 895-3248 DISTINCTIVE RESIDENTIAL HOMES IN THE TRADITION OF ' EXCELLENCE Kh ("I�MANN pG�L `moi C5 F. 3)1 _ —" { L.NvPc CA? N iGN�N V. tll7t�, i -xi (vx (v X �\ L -L Co F6 o 1__,z -Z L:� to)) � K M -o LXk 2. Z UfJcorlSTPaar��DCAI�,a r l GN, �j \--,� � +1,4 L sTgT c / V 1 L P��P OF C P,\Y i -t Z Z+E� 2` IIIOZ�I, jr(Z'�I�` y ��I I�I 1 �'t Ari kr-- -2.4L Tek vJ— P-4- L L 21.33 ►1lkX, m z.4Lll U� I�� � �oN G•1,� (�I�N �pFESSIpNq\ M • GR, u \p •�„ a u 10 y ATF OF CA��F� DAVID -h1. GRIFFITH, PE 08 -May -85 Steel column design Per AISC manual ,8th ed. For symmetrical section Minkler house job no. 6506 DL+WL CASE Data-------------------------------------------------------------------- Steel type: A500. Grades B Fyy 042.0v ksi E_. 29000 ksi Condition 1= 188.04 in Cm= 0.85 k= 2.10 Loading P= 3.897 kips M= 467 in -kips Section thickness plf A I S r TSbxb 0, 375 ,27.48 9.08 41.60 *113:Z90 -ft 2.27 Analysis---------------------------------------------------------------- Cc­ 116.75 @80RT(2*@PI^2*W/ ) kl /r= 173.96 fa= 0.48 ksi =P/A fb= 33.60 ksi =M/s Fb= 27.72 ksi =0.66*Fy F'e= 4.93 ksi=(12*PI^2*E)/23*(k*l/r)^2 kl/r<Cc: 1.51 Fa= ((1-(k*l/r)^2/(2Cc^2))*F )/((5/3)+ (3*(k*l/r)",2/(8*Cc))-(k*1/r)^3)/(8*Cc^3) Fa= -2.55 ksi kl/r>=Cc: 1.52 Fa= F'e Fa= 4.93 ksi Use formula 1.52 Fa= 4.93 ksi ------------ Interaction ------------------------------------------------------------- Stress increase factor. I= 1.33 fa/Fa*I= 0.07 fb/Fb*I= 0.91 If fa/Fa >0.15: 1.61 a: (fa/Fa+Cm*fb) / ((1-fa/F'e) *Fb) <=1 .00 1.22 <=1.00 b: (f a/ (.60*Fy)+(fb/Fb) <=1.00 0.93 <=1.00 If fa/Fa<=0.15: 1.62 fa/Fa+fb/Fb<=1.00 0.98 <=1.00 Use formula: 1.62 CONCLUSIONS---------------------------------------------- ==-------- Total column weight: 430.61 lbs � r I saT C f V 1�- t OF CA�`� .DAVID M. GRIFFITH, PE Steel column desi n Per AISC manual th ed. For symmetrical section Minkler house job no. 8506 DL+LL CASE Data ---------------------------------------------------------- Steel ty e: A500. Grade B Anal ysi s kl/r<Cc: kl /r>=Cc: 08 -May -85 Use formula 1.52 Fa= 4.93 ksi ---------------- Interaction ------------------------------------------------------------- Stress increase factor I= 1.00 fa/Fa*I= 0.28'' fb/Fb*I= 0.00 If fa/Fa >0.15: 1.61 a: (fa/Fa+Cm*fb) / ((1-fa/F'e)*Fb)<=1.00 0.28 <=1.00 b: (fa/(.60*Fy)+(fb/Fb)<=1.00 0.05 <=1.00 If fa/Fa<=0.15: 1.62 fa/Fa+fb/Fb<=1.00 0.28 <=1.00 Use formula: 1.61 CONCLUSIONS--------------------------------------------------- ----- Total column weight: 430.61 lbs QROFESS�pva • ��Q� ��. GR�.c Fyc A az �1 0. 7�.� ISI Fyy 42.00 ksi E= 29000 ksi Condition 1= 188.04 in Cm= 0.85 k= 2.10 Loading P= 11.029 kips M= 0 in -kips Section thickness plf A I S r TS6x6 0.375 27.48 8.08 41.60 13.90 2.27 ------------------------------------------------------------- Cc= 116.75 L = @SORT(2*@PI^2 / ) kl/r= 173.96 fa= 1.36 ksi =P/A fb= 0.00 ksi =M/s Fb= 27.72 ksi =0.66*Fy F'e= 4.93 ksi =(12*PI'`2*E)/23*(k*l/r)1.2 1.51 Fa= ((1-(k*l/r)^2/(2Cc^2))*Fy)/((5/3)+ (3*(k*l/r)^2/(8*Cc))-(k*l/r)^3)/(8*Cc'`3) Fa= -2.55 ksi 1.52 Fa= F'e Fa= 4.93 ksi Use formula 1.52 Fa= 4.93 ksi ---------------- Interaction ------------------------------------------------------------- Stress increase factor I= 1.00 fa/Fa*I= 0.28'' fb/Fb*I= 0.00 If fa/Fa >0.15: 1.61 a: (fa/Fa+Cm*fb) / ((1-fa/F'e)*Fb)<=1.00 0.28 <=1.00 b: (fa/(.60*Fy)+(fb/Fb)<=1.00 0.05 <=1.00 If fa/Fa<=0.15: 1.62 fa/Fa+fb/Fb<=1.00 0.28 <=1.00 Use formula: 1.61 CONCLUSIONS--------------------------------------------------- ----- Total column weight: 430.61 lbs QROFESS�pva • ��Q� ��. GR�.c Fyc A az �1 0. 7�.� ISI DAVID.K. GRIFFITH,PE Unconstrained Caisson Documentation The Minkler House:,8506 bL+LL Data ------- Sp= 4000.00 psf Sf= 666.67 psf SL= 1200.00 psf /f loading P= 14132.00 lbs. ht= 21.33 it H= 0.00 lbs U= 0.00 lbs cai sson b= da= A= Af = Vc= Wc= Vs= Ws= Overturning ------- S = A'= Z,QL, 12 -Apr -86 � ----------------------------------- Bearing capacity =Sp/6; vertical friction capacity Lateral bearing friction capacity vertical download` Application height of H Horizontal force vertical uplift 1.00 it caisson diameter 8.00 it caisson depth -✓ 0.79 sq it =(PI*b^2)/4; footprint area 25.13 sq it =PI*b*da; vertical surface.area 6.28 cu it =A*da; caisson volume 942.48 lbs =V*150; caisson weight 1.39 it =b/2+da/9; radius to c.g'. of soil 93.08 cu it =2*PI*R*1%2*(da/3)*da; soil volume 9308.42 ---------------------------------------------------- lbs Vs*100; soil weight 3200.00 psf =SL*da/3 0.00 sq it do= ERR it da= 8.00 it Bearing --------------------------- d'= 7.00 it b'= 0.00 it Inc= 2.40 Sp '= 8400.00 psf Pb= 6597.34 lbs P= 14132.00 lbs Friction -------------------------- Pf = 16755.16 1 b s P= 14132.00 lbs Uplift ----------------------------- Ur= 10250.90 lbs U= 0.00 lbs =(A'/2)*(1+@SQRT(1+4.36*ht/A') =depth required depth assumed oK =da -1 =b-1 Inc=((d'+b')*.20+1);Allowable incre =(Sp*Inc)-Wc/A =A*Sp' bearing capacity --------------------=--------------. capacity required]���� 5� ��C.Tlot�l =Af*Sf friction capacity a✓ ----------------------------------- capacity required =Wc+Ws uplift capacity oK' capacity required �pFESSIONq� GR���F�� Lu Q= I �l sT C RTE OF CN, DAVdD M. GRIFFITH,PE Unconstrained Caisson Documentation The Minkler House:8506 Data------------------------------- Soil Sp= 4000.00 psf Sf= 666.67 psf SL= 1200.00 psf /f z, 3L 12 -Apr -86 ----------------------------------- Bearing capacity =Sp/6; vertical friction capacity Lateral bearing friction capacity loading P= 6564.00 lbs vertical download ht= 21.33 ft Application height of H H= 2481.00 lbs Horizontal force`s U= 2784.00 lbs vertical uplift caisson b= 1.00 ft caisson diameter U5 da= 8.00 ft caisson depth A= 0.79 sq ft =(PI*b^2)/4; footprint area Af= 25.13 sq ft =PI*b*da; vertical surface area Vc= 6.28 cu ft =A*da; caisson volume Wc= 942.48 lbs =V*150; caisson weight R= 1.39 ft =b/2+da/9; radius to c.g. of soil Vs= 93.08 cu ft =2*PI*R*1/2*(da/3)*da; soil volume Ws= 9308.42 lbs Vs*100; soil weight Overturning------------------------------------------------------------- S'= 3200.00 psf =SL*da/3 A'= 1.81 sq ft =2.34*H/(S'*b) do= 7.46 ft =(A'/2)*(1+@SQRT(1+4.36*ht/A') =depth required da= 8.00 ft depth assumed a,L Bearing--------------- ----------------------- ---------------------------- d'= 7.00 ft =da -1 b'= 0.00 ft =b-1 Inc= 2.40 Inc=((d'+b')*.20+1);Allowable incre Sp,'= 8400.00 psf =(Sp*Inc)-Wc/A Pb= 6597.34 lbs =A*Sp' bearing capacity P= 6564.00 lbs capacity required Friction---------------------------------------------------------------- Pf= 16755.16 lbs =Af*Sf friction capacity P= 6564.00 lbs capacity required Ur= 10250.90 lbs =Wc+Ws uplift capacity U= 2784.00 lbs capacity required Q�OFESS10Nq MA (T �T9r c l V \ L f OF CAA-\� f I U� G oL-ohs�" r V5 5 e l5tl l � QRpFESSlp;1, LU ;t . s� CIVIL ATF OF Col R��FO� . - r ' r e l5tl l � QRpFESSlp;1, LU ;t . s� CIVIL ATF OF Col R��FO� . DAVIC-6. GRIFFITH, PE Wood Beau with overhang Kinkier house Job 8506 raffer a Data----------------------------------------------- Beam Tw=2=0:O La= --0.00 It Lb= 6.00 It dx <= 0.50 in=121Lal 240 do (= 0.30 in=12+lb/ 240 Wood Bradenspecies i2 Of Fb= 1450.00 psi Fv= 95.00 psi E= 1.70E+06 psi Loads wa= DLa= 8.00 psf LL= 20.00 psf,✓ TLa= 28.00 psf ) wa=TwfTLa = wb; DLb= 9.00 psf LL= 20.00 psf ✓ TLb= 29.00 psf----) wb=Tw#TLb = wc'. DLc= 3.40 plf (surcharge) c TLc= 3.40 plf----) we=TLI = 56.00 plf 58.00 plf 3.40 plf 01 -May -85 Analysis---------------------------------------------------------------------- Rb=((0.5fwafLa^.2)+((La+Lb/2)fwb*Lb)+(0.5fwcf(La+lb)^2))f(1/La) Rb= 775.92 lbs 7-76 ( '� Ra=(Lafwa+Lbfwb+(La+Lb)fwc)-Rb Ra= 186.48 lbs Bending----------------------------------------------------------- x= Ra/(wa+wc) 3.14 If Mx= Rafx/2 292.72 ft -lbs Vc= Lbf(wb+wc) 368.40 lbs Mc= VcfLb/2= 1105.20 ft -lbs M= 1105.20 ft -lbs Greatest of Mc and Mx Sreq= 12fM/Fb 9.15 inA 3 Shear--------------------------------------- ---------------------------------- Va= Ra= 186.48.lbs Vb= Rb-Vc= 407.52 lbs Vc= 368.40 lbs V= 407.52 lbs Greatest of Va,Vb,VC Areq= 1.5fV/Fv 6.43 sq in Deflection-------------------------------------------------------------------- LiYe load only wLL= LL+Tw/12= 3.33 lbs/in La'= Laf12= 120.00 in lb'= Lbf12= 72.00 in x'= xf12= 37.67 in lc=(wLLfLb')f(4f(Lb')^2fla'-(la')^3+3f(Lb')^3)/24fE4dc Ic= 36.86 in^4 Ix=(wLL4x'f((La"4)-(2fLa'^2fx'A2)+(La'4x'^3)-(2fLb'^2*La'A2)+(2fLb'•`2fx'^21)1/(24}Efdx}La') Ix= 1.91 in^4 QROFESS/O�\ G /?X FiG �• �^ ' N ATF OF CA��F�� XZ to -z c; !v gZ .bV IZ DAVID•11. GRIFFITH, PE 07 -May -85 Mood Bea® with overhang Minkl_er_house Job 8506 rafter b) Data--------------------------------------------------------------------------- Beam Tw= 2. -0p -q La= 8.00 ft Lb= 6.00 ft dx <= 0.40 in=12}Lal 240 do (= 0.30 in=12+Lb/ 240 Wood Grade&species 12 Df Fb= 1450.00 psi Fv= 95.00 psi E= 1.70E+06 psi Loads wa= Dla= 8.00 psf LL= 20.00 psf TLa= .28.00 psf ----> wa=Tw*TLa = 56.00 plf wb: DLb= 9.00 psf LL= 20.00 psf TLb= 29.00 psf----> wb=Tw*TLb = 58.00 plf wc: DLc= 3.40 plf (surcharge) TLc= 3.40 plf ---- > we=TLc = 3.40 plf Analysis---------------------------------------------------------------------- Rb=l(0.5*wa*La"2)+((La+Lb/2)*wb*Lii+(0.5*wc*(La+Lb)"2))*(1/La) Rb= 744.15 lbs Ra=(La*wa+Lb*wb+(La+Lb)*wc)-Rb Ra= 99.45 lbs Bending------------------------- ----------------------------------------- ---- x= Ra/(wa+wc) 1.61 ft Mx= Ra*x/2 83.25 ft -lbs Vc= Lb*(wb+wc) 368.40 lbs Mc= Vc*Lb/2= 1105.20 ft -lbs M= 1105.20 ft -lbs Greatest of Mc and Mx Sreq= 12*M/Fb 9.15 in"3 Shear------------------------------------------------------------------------- Ya= Ra= 99.45 lbs Vb= Rb-Vc= 375.75 lbs Vc= 368.40 lbs V= 375.75 lbs Greatest of Va,Vb,VC Areq= 1.5*V/Fv 5.93 sq in Deflection------------------------------------------------------------------- Live load only wLL= LL*Tw/12= 3.33 lbs/in La'= La*12= 96.00 in Lb'= Lb*12= 72.00 in x'= x*12= 20.09 in Ic=(wLL*Lb')*l4f(Lb')"2*La'-(La')43+3*(Lb')"3)/20E*dc Ic= 43.64 in^4 lx=(wLL*x'*((La'^4)-(2*La'^2*x'"2)+(La'*x'^3)-(2*Lb'^2*La'42)+(2*Lb'^2}x'"2)))/(24+E+dx+La') Ix= -0.56 in^4 Z VF Sc 45,0 4--2 ab ?-rt- lo'li7-OM i QRpF ESSIp�,�4., . �Q�oO Gh'%;\ J ¢ O 4 r� ! . 9TF of ca��Fo`�r Rb=((0.5fwafla^2)+((La+Lb/2)fwb*Lb)+(0,5fwcf(La+Lb)^2))f(1/La) Rb= 13A�s Ra=(Lafwa+Lbfwb+(la+Lb)fwc)-Rb Ra= -6.00 lbs Bendin-----------=----------------------------------------------- x Ral(wa+wc) -0.10 ft Mx= Rafx/2 0,30 ft -lbs Vc= Lbf(wb+wc) 368.40 lbs Mc= VcfLb/2= 1105,20 ft -lbs M= 1105.20 ft -lbs bre test of Mc and Mx SreqB = 12fM/Fb 9.15 in"3 4 AIPID6 � ,,, � ►y. g � Shear------------------------------------------------------------- ----------- Va= Ra= -6.00 lbs I 'J&r DAVID a, GRIFFIN, PE Vc= 368.40 lbs x .`223 _ O7 -May -85 Areq= 1.54V/Fv -3.82--sq-in eROFESS�o,Va = , \ Deflection--------------------------------'--------------------------------- Quo � G live load only Wood Beam with overhang wLL= LLfTw/12= 3.33 lbs/in La'= Laf12= 12.00 in Minkl_er house Job 8506 Lb'= Lb412= 72.00 in x'= xf12= -1.21 in crafter c Ic=(wLL4Lb')f(4f(Lb')"24La'-(La')^3+34(1b')13)/24fE4dc 4, Ic= 43.91 in^4 C U Data----------------------------------------------- - --- - --------- Ix=(wLL4x'f((La'^4)-(24La'^2fx'"2)+(La'4x'^3)-(24Lb'"24La'^2)+(2fLb'A2fx'"2)))/(24fEfdxfLa') Bean . Tw= 2.00 ft 1 - La= 6.00 ft sT CIV1�- rte'% Lb= 6.00 ft q;e OF CA��F�P L�Db L AP 4iw 1�t1 dx <= . do <_ 0.30 in=12fla/ 240 0.30 in=12flb/ :240 Wood Grade&species Fb= 12 Df 1450.00 psi i x 811.�Ip� Fv=. E= 1.70E+06 95.00 psi psi , Z Loads wa= OLa= LL= 8.00 psf 20.00 psf Tla= 28.00 psf ---- > wa=TwfTLa = 56.00 plf d R� � *o t3g,32, -Z .(0 (A wb: DLb= 9.00 psf LL= 20.00 psf .TLb= 29.00 psf ---- ) wb=Tw*TLb = 58.00 Of wc: DLc= 3.40 plf (surcharge) TLc= 3.40 plf----) we=TLc = 3.40 plf Analysis------------------------- =------------------------------=------------- Rb=((0.5fwafla^2)+((La+Lb/2)fwb*Lb)+(0,5fwcf(La+Lb)^2))f(1/La) Rb= 13A�s Ra=(Lafwa+Lbfwb+(la+Lb)fwc)-Rb Ra= -6.00 lbs Bendin-----------=----------------------------------------------- x Ral(wa+wc) -0.10 ft Mx= Rafx/2 0,30 ft -lbs Vc= Lbf(wb+wc) 368.40 lbs Mc= VcfLb/2= 1105,20 ft -lbs M= 1105.20 ft -lbs bre test of Mc and Mx SreqB = 12fM/Fb 9.15 in"3 4 AIPID6 � ,,, � ►y. g � Shear------------------------------------------------------------- ----------- Va= Ra= -6.00 lbs Vb= Rb-Vc= 362,40 lbs Vc= 368.40 lbs x .`223 _ V=368,40 lbs Greatest of Va,Vb,Vc Areq= 1.54V/Fv -3.82--sq-in l -14-1.33, = , \ Deflection--------------------------------'--------------------------------- live load only wLL= LLfTw/12= 3.33 lbs/in La'= Laf12= 12.00 in Lb'= Lb412= 72.00 in x'= xf12= -1.21 in Ic=(wLL4Lb')f(4f(Lb')"24La'-(La')^3+34(1b')13)/24fE4dc Ic= 43.91 in^4 Ix=(wLL4x'f((La'^4)-(24La'^2fx'"2)+(La'4x'^3)-(24Lb'"24La'^2)+(2fLb'A2fx'"2)))/(24fEfdxfLa') Ix= 0.12 in^4 5ksl,¢ wRVa- AGOIG'D Lo V1 I \ �IIcn ,1 v Uh� t1�L. 2X lo-)e�.� DAVID ti. GRIFFITH, PE Wood Beam with overhanq hinkler house Job 8506 rafter e Data----------------------------------------------------------------------- Bean Tw= 2.00 it La= 2.00 it - Lb= 6.00 it dx 0 0.10 in=12*La/ 240 do 0 0,30 in=12+Lb/ 240 O1 -May -85 Wood Grade&species 12 Of Fb= 1450.00 psi Fv= : 95.00 psi E= 1.70E+06 psi Loads wa= DLa= 8.00 psi LL= 20.00 psi TLa= 28.00 psi ----> wa=Tw§TLa = 56.00 plf wb: DLb= 9.00 psi LL= 20.00 psi TLb= 29.00 psi----) wb=Tw*TLb = 58.00 plf wc: DLc= 3.40 plf (surcharge) TLc= 3.40 plf ----> we=TLc = 3.40 plf Analysis-------=-------------------------------------------------------------- Rb=((0.5fwa*La^2)+((La+Lb/2)*wb*Lb)+(0.5*wc*(La+Lb)A2) M I/La) Rb= 980.40 lbs Ra=(La*wa+Lbtwb+(La+Lbl*wc)-Rb Ra= -493.20 lbs Bendin----------- x= Ral(wa+wc) -8.30 it Mx= Ra*x/2 2047.53 ft -lbs Vc= Lb+(wb+wc) 368.40 lbs Mc= Vc*Lb/2= 1105.20 ft -lbs M= 12047.53 ft -lbs Greatest of Mc and hx Sreq= 12*M/Fb '16.95 in A3 Shear------------------------------------------------------------------------- Va= Ra= -493.20 lbs Vb= Rb-Vc= 612.00 lbs VC= 36B.40 lbs V= 612,00 lbs Greatest of Va,Vb,Vc Areq= 1.S+V/Fv 9.66 sq in Deflection-------------------------------------------------------------------- Live load only wLL= LL+Tw/12= 3.33 lbs/in La'= La*12= 24.00 in Lb'= Lb*12= 72.00 in X'= x*12= -99.64 in lc=(wLL*Lb')a(4t(Lb')"2*La'-(La')^3+3*(Lb')^31/24*E+dc Ic= 31.44 in^4 Ix=(wLL*x'*((La'^4)-(2*La'^2+x'"2)+(La'*x'^3)-(2*Lb'^2tLa'^2)+(2*Lb'^2*x'^2)))/(24+E*dx*La') Ix= -210.67 in^4 ULA;.'- Z)c I v � z 1r QRpFESS/ �����°o M. G� w LP C/V1 9TF OF CAS\F0^ DAVID M.'6RIFFITH, PE .07 -May -85 146z Wood Bea® with overhang Minkler house Job 8506 rafter d Data--------------------------------------------------------------------------- Beas Tw= 2.00 it La= 4.00 it Lb= 6.00 it dx <= 0.20 in=12+la/ 240 do <_ 0.30 in=12+lb/ 240 Wood Grade&species #2 Of .Fb= 1450.00 psi Fv= 95.00 psi E= 1.70E+06 psi Loads wa= DLa= 8.00 psi LL= 20.00 psi TLa= 28.00 psf----> wa=Tw*TLa = '56.00 pl'f wb: DLb= 9.00 psi LL= 20.00 psi TLb= 29.00 psi----> wb=Tw*TLb = 58.00 plf wc: DLc= 3.40 plf (surcharge) Tlc= 3.40 plf ----> we=TLc = 3.40 plf Analysis---------------------------------------------------------------------- Rb=((0.5{wa*La"2)+((La+Lbl2){wbtlb)+(0.5*wc*(La+lb)"2))f(1/La) Rb= 763.50 lbs Ra=(La*wa+Lb+wb+(La+Lb)*wc)-Rb Raz -157.50 lbs Bending------------------------------------------------------------------- x= Ra/(wa+wc) -2.65 it Mx= Rax/2 208.81 ft -lbs Vc= lbt(wb+wc) 368.40 lbs Mc= Vc*Lb/2= 1105.20 ft -lbs M= 1105.20 ft -lbs Greatest of Mc and Mx Sreq= 12*M/Fb 9.15 in"3 Shear--------------------------------- ---------------------------------------- Va= Ra= -157.50 lbs Vb= Rb-Vc= 395.10 lbs Vc= 368.40 lbs V= 395.10 lhs Greatest of Va,Vb,VC Areq= 1.5*V/Fv 6.24 sq in Deflection--------------------------------------------------------------------- Live load only wLL= LL+Tw/12= 3.33 lbs/in La'= La+12= 48.00 in Lb'= Lb+12= 72.00 in X'= xf12= -31.82 in Ic=(wLL+Lb')a(44(Lb')"2fla'-(La')^3+3f(lb')^3)/24*E+dc Ic= 39.30 in^4 Ix=(wLL4x't((La'"4)-(2+La'"2tx'"2)+(La'-Ix'"3)-(2aLb'A2*La'A 2)+(2*Lb'"2+x'^2))11(24}E*dx*La') Ix= 3.87 in"4 - ISI,=, O QROF ESSi p;yge Lj a= Q Al "1 ATF OF DGS �. � 'A N IE5 E .� Z 44+1001-� "7(d} • �, t�$o� 449 Ma 2�S4zc) + 444cft (atx k21c84 + FRO $1114+3Pfd> ref), 4lv A,z�= 1ll;F(Cj4ZO)i z4Qo + Z 4 + °1,i •z4rz- J/2 2v�i •?4 Ap I2� u v�•�N Z 2GF S = 13,ISi QROE ESS/o,v� �- i\FP J w Q %� sT C i v��- �rF 0F CAUF�� LC-� C + 1-7 4-4' 9144 P,.LD QRpFESS/pNq Gy C) 4 qTF LP OF CIN, w 7Z2 QRpFESS/pNq Gy C) 4 qTF LP OF CIN, w ��1.rN Ciel-pt'Ir�NN � ` zaz..QLe i = 114 C2) c RRA �, �-�(���,u�, � �,,�� (1°�E.�Io� — 11,5'o�Za2,w�-1.4,33 (31�> -� ►�,����Is�O;4�� .b3 ��Z� Zq, (P-7 6�u�� l� .��z,z.4,���201 315,ro7_i'212,(�]z�3. C7 �� I W �harc`I-3,1v &.70 Z400 -Z4 1 4G - II P I- AZ�.4 GHce-y P�aw Ca �e 1�Z� 4- .0 U z sir LS • � �SDCa u z- y� s oQaOFESs,,O, ` qTF OF CAS\FSP 307H PW4 LDAD e,- o, L LV f,l D Lao >- OWESS10,V 4�1 G CID -5A Y6 1-7 TF OF C IAN k, el �Z. I Ll zz ' lci.41 26. 73 & �gz L- L\Alz L ' L�1►� �vt�rloa•�N, r LCL 1 L Co L I�� I'9.�-I (�Z���IY�I> z Q•l� Io, �i Z� � �"7 _. /G�S1�N • L1 V7 roX (o X ?/q� A tzvo -elm 1 1GoLZ Z(ti4Z.01 +. (111,49) = LI, a19 Mz D fih lox (p x�/a �rroo 'rua3� +: • IIu� Lek Z. Z 1.. • QROFESS,p.y No }-v.i 1. SAL C l V 1 - P��P 4v F Gr' 2�1�i -� ZCCZ'XI�jO jb� CA\ -W3 lGj.ry71" 2 = 17.%1 �z Z4,b f z 11117/y /4� . �= 4- . 11,o-zO) -k3;_; -2.4 L -z DAVID M..GRIFFITH, PE 08 -May -85 Steel column design Per AISC manual ,8th ed. For symmetrical section Minkler house job no. 8506 DL+WL CASE Data------------------------------------------------------------ ------ Steel type: A500 Grade B Fy 41.00 ksi E_ 29000 ksi Condition 1= 188.04 in Cm= 0.85 k= 2.10 Loading P= 3.897 kips M= 467 in -kips Section thickness plf A I S r TS6x6 0.375 27.48 8.08 41.60 13.90 2.27 Analysis----------------------------------------------------------------- Cc= 116.75 @SORT (2*@P I ^2*�..a/ ) kl/r= 173.96 fa= 0.48 ksi =P/A fb= 33.60 ksi =M/s Fb= 27.72 ksi =0.66*Fy F'e= 4.93 ksi =(12*PI^2*E) /23*(k*1/r)^2 kl/r<Cc: 1.51 Fa= ((1-(k*l/r)^2/(2Cc^2))*F )/((5/3)+ (3*(k*l/r)^2/(8*Cc))-(k*1/r)^3)/(8*Cc^3) 7 Fa= -2..55 ksi kl/r>=Cc: 1.52 Fa= F'e Fa= 4.93 ksi Use formula 1.52 Fa= 4.93 ksi ---------------- Interaction------------------------------------------------------------- - Stress increase factor I= 1.33 fa/Fa*I= 0.07 fb/Fb*I= 0.91 If fa/Fa >0.15: 1.61 a: (fa/Fa+Cm*fb) / ((1-fa/F'e)*Fb) <=1.00 1.22 <=1.00 b: (fa/(.60*Fy)+(fb/Fb)<=1.00 0.93 <=1.00 If fa/Fa<=0.15: 1.62 fa/Fa+fb/Fb<=1.00 0.98 <=1.00 Use formula: 1.62 CONCLUSIONS ------------------------------------------------o --- ------ Total column weight: 430.61 lbs QR5ESSIO,114e C=�NbC4 0 sT clv\\- qrf OF CAS\F�� z,-zlr DAVID M. GRIFFITH, PE • 08-May-85 Steel column design Per.AISC manual ,8th ed. For symmetrical section Minkler house job no. 8506 DL+LL CASE Data-------------------------------------------------------------------- Steel type: A504,.00ade B , yy= E= 29000 ksi Condition 1= 188.04 in Cm= 0.85 k= 2.10 ` Loading P= 11.029 kips M= 0 in-kips �. Section thickness plf A I S r TS6x6 0.375 27.48 8.08 41.60 13.90 2.27 Analysis---------------------------------------------------------------•- - •- Cc= 116.75 = @SORT(2*@PI^2 / ) kl/r= 173.96 fa= 1.36 ksi =P/A fb= 0.00 ksi =M/s Fb= 27.72 ksi =0.66*Fy F'e=. 4.93 ksi (12*PI^2*E)/23*(k*1/r)^2 kl/r<Cc: 1.51 Fa= "((1-(k*l/r)^2/(2Cc^2))*F )/((5/3)+ (3*(k*1/r)^2/(8*Cc))-(k*l/r)^3)/(8*Cc^3),:.: Fa= -2.55 ksi : t. kl/r>=Cc: 1.52 Fa= F'e Fa= 4.93 ksi. Use formula 1.52 Fa= 4.93 ksi Interaction------------------------------------------------------------- Stress increase factor I= 1'.00-` ` fa/Fa*I= 0.26 fb/Fb*I= 0.00 .If fa/Fa >0.15: 1.61 a: (fa/Fa+Cm*fb)/((1-fa/F'e)*Fb)<=1.00 0.28 <=1.00 b: (fa/(.60*Fy)+(fb/Fb)<=1.00 0.05 <=1.00 If fa/Fa<=0.15: 1.62 fa/Fa+fb/Fb<=1.00 0.28 <=1.00 Use formula: 1.61 CONCLUSIONS---------------------------------------------------- Total ---------------------------------------------------Total column weight: .430.61 lbs QROFESSIpNq ��Q \� \• GR���F��� sT C1 TF OF cavF�� 13.27 3r. x-174 7)- 3 2- 32- I �1 r ,= C114 NCD \� � �. Iia ►^ m n Nit Z r.; LO p -t v •� CL N `V M ra 1 G- . nl RGGlS cr— e fzzl W'. "Ju, 11 �I W'. "Ju, 11 �I bAVID M. GRIFFITH,PE Constrained Caisson Documentation The Minkler House: 8506 t%L. tW- G-P.� z.. •b L_ 08 -May -85 Data------------------- ---------- ----------------------------------- Soil S:p MOV.O.O`ps#• 'psf Bearing capacity Sf= . 250.00 Sp/6; vertical friction capacity SL=--~`i_50_:OO�psfT/�f sq ft Lateral bearing friction capacity loading P= 4839.00 lbs vertical download ht= 17.67 ft Application height of H H= 2481.00 lbs Horizontal force U= 2784.00 lbs vertical uplift cai sson b= 2.00 ft d a= 8.53 ft A= 3.14 sq ft Af = 53.60 sq ft Vc= 26.80 cu ft Wc= 4019.67 lbs R= 1.95 ft Vs= ' 148.41 ' Ws= 14841.10 Overturning ------------------------ do^2=4.25*H*ht/(S3*b)ox S3=do*SL= oic do^2=4.25*H*h/(do*SL)*bak ,. `.5 NO do=do^3^(1/3) caisson diameter depth of caisson =(PI*b^2)/4; footprint area =PI*b*da vertical surface area =A*da; volume of caisson =V*150 caisson weight =b/2+da/9 (radius to c.g. of soil) =2*PI*R*1/2*(da/3)*da• volume of soil Vs*100; weight of soil ------------------------------------ 621.06 do= 8.53 --8_ 9 53 Bearing-------------------------------- /I/ G �r�c depth : requi red @2 , depth assumed OK % d'=da-1= 7.53 ft b'=b-1= 1.00 ft Inc=((d'+b')*.20+1) 2.71 (Allowable increase) Sp'=(Sp*Inc)-Wc/A 2779.50 psf P =A*Sp' 8732.06 lbs (bearing capacity) 4839_00 lbs (capacity required) bK ----- Friction----------------------------------------------•�------- Pf=Af*Sf 13398.89 lbs (friction capacity) lbs (capacity required) c))/, -4839_00 ------------------------------------ Ur=Wc+Ws Ur=Wc+Ws 18860.77 lbs (uplift capacity) 2784.00 lbs capacity required �{L I►J��=� S� 1�K�1.1 QROFESS/o/V. O �N .0 sT CIV \�- 2��P qAe OF CAS\F� DAVID M. GRIFFITH,PE z 4 L✓ 08 -May -85 Constrained Caisson Documentation .The Minkler House: 8506 DL+LL Data-------------------------------------------------------- ---=-------- Soil Sp= 1500.00 psf Bearing capacity Sf= 250.00 psfS /6; vertical friction capacity.-• SL= 150.00 psf /f L=ral bearing friction capacity.", loading P= 12402.00 lbs vertical download ht= 17.67 it Application height of H H= 0.00 lbs Horizontal force U= 0.00 lbs vertical uplift caisson b= 2.00 it caisson diameter da= 8.53 it caisson depth + A= 3.14 sq it (PI*b^2)/4; footprint area Af= 53.60 sq it =PI*b*da vertical surface area Vc= 26.80 cu it =A*da; caisson volume. Wc= 4019.67 lbs =.V*150 caisson weight R= 1.95 it b/2+da/9 (radius to c.g. of soil).• Vs= 148.41 2*PI*R*1/2*(da/3)*da; soil volume Ws= 14841.10 Vs*100; soil weight Overturning do'`2=4.25*H*ht/ (S3*b) , S3=do*SL= do^2=4.25*H*h/(do*SL)*b do^3=4.25*H*h/SL*b 0.00 do=do^3^(1/3): do= 0.00 depth required 8.53 depth] assumed Bearing---------------------------------------------------------- d'=da-1= 7.53 ft b'=b-1= 1.00 it Inc=((d'+b')*.20+1) 2.71 (Allowable increase) Spp'=(Sp*Inc)--Wc/A 2779.50 psf PE 8732.06 lbs (bearing capacity) 12402.00 lbs (capacity required�� Friction---------------------------------- Pf=Af*Sf 13398.89 lbs (friction capacity) 12402.00 lbs (capacity required)yK Uplift------------------------------------------------- ----------------- Ur=Wc+Ws 18860.77 lbs (uplift capacity) 0.00 lbs capacity required a� QapFESS,10 e. Qj 7 0 01W- qTf 0F CAS\E�� �,vlr� M, �RlFi�ltil Ti- Zg, old f l oo Z 4 Z -Poe, a 17L - al a.�i Ll, ZC7 0, fn°I z cce a icy"oma. L-- O QROFESSIpNq l I sT CIV1�- .2 r fiGl� I N L4 �4O Uz;� �Co�zfi�N� t1�-%kL 2.a LL Zp,OD Ti- Zg, old f l oo Z 4 Z -Poe, a 17L - al a.�i Ll, ZC7 0, fn°I z cce a icy"oma. L-- O QROFESSIpNq l I sT CIV1�- .2 r n I 7. LLaL Y've aysrn"� ,r4 If- i rz 9� Z - IV 4c7 iGNXotl hK U,,z1t1;50/,.- -z7l 1?- 4-* 19F1. (PK (P YC 3iv A two T--,Tlr C4 FL -ZA- Z.0)) (1-11.49) MTo ": 1�6 Pt—i-LA— 4- 1-1- - - A- ir zi 4b z .4t> � -214 L LJ Co t4 s -T PA W � 6 KI, A o. -Tv(vyllo%)) OF rpx*��' 4,b 1 111 17,4,p 14-:r Pt—i-LA— 4- 1-1- - - A- ir zi 4b z .4t> � -214 L DAVID M. GRIFFITH,PE Unconstrained Caisson Documentation The Minkler House:8506 PLt WL Data------------------------------- Soil Sp= 1999.50 psf Sf = 333.25 psf SL= 199.95 psf /f loading P= 4839:00 lbs ht= . 17.67 ft H= 2481.00 lbs U= 2784.00 lbs caisson b= 2.00 ft da= 11.00 ft A= 3.14 sq ft Af= 69.12 sq ft Vc= 34.56 cu ft Wc= 5183.63 lbs R= 2.22 ft Vs= 281.58 cu ft Ws= 28157.98 lbs J 19 -Sep -85 Bearing capacity _ Sp/6; vertical friction capacity L t ri?1 bearing fricti n capacity. 111 4 -IL, , N GVF�tib ro(Z 1 N p� vertical download Application height of H Horizontal force vertical uplift caisson diameter caisson depth =(PI*b^2)/4; footprint area =PI*b*da; vertical surface area =A*da; caisson volume =V*150; caisson weight =b/2+da/9; radius to c.g. of soil 2*PI*R*i/2*(da/3)*da; soil volume Vs*100; soil weight Overturning --------------------------------------------- 733.15 psf=SL*da/3 A'= 3.96 sq ft =2.34*H/(S'*b) do= 10.93 ft=(A'/2)*(1+OSQRT(1+4.36*ht/A') =depth required da= 11.00 ft depth assumed_ Bearing--------------------------------------------------------------- dl= 10.00 ft =da -1 b'= 1.00 ft =b-1 Inc= 3.20 Inc=((d'+b')*.20+1);Allowable incre Sp'= 4748.40 psf =(Sp*Inc)-Wc/A Pb= 14917.54 lbs =A*Sp' bearing capacity P= 4839.00 lbs capacity required Friction------------ --=------------------------------------------------- Pf= 23032.59 lbs =Af*Sf friction capacity P= 4839.00 lbs capacity required Uplift--------------------------=----------------------------------ac--- Ur= 33341.61 lbs =Wc+Ws uplift capacity U= 2784.00 lbs capacity required b�= DAVID M SRIFFITH,PE. Unconstrained Caisson Documentation The Minkler House:8506 Data-------------------------------- Soil Sp= 1500.00 psf Sf= 250.00 psf SL= 199.95 psf /f loading P= 12402.48 lbs ht= 17.67 it H= 0.00 lbs U= 0.00 lbs caisson .: 0 19 -Sep -85 _Bearing capacity Sp/6; vertical friction capacity Lateral bearing friction capacity vertical download Application height of H Horizontal force vertical uplift b= 2.00 it caisson diameter da= 11.00 it caisson depth A= 3.14 sq it =(PI*b^2)/4; footprint area Af= 69.12 sq it =PI*b*da; vertical surface area Vc= Wc= 34.56 5183.63 cu it lbs, =A*da• caisson volume =V*156; P= 12402.48 lbs caisson weight R= 2.22 it =b/2+da/9; radius to c.g. of soil Vs= 281.58 cu it =2*PI*R*i/2*(da/3)*da; soil. volume .Ws= 28157.98 lbs Vs*100; soil weight Overturning ------------------------------------------------------------- ------------------------------------------------------------S'= capacity required S 1= 733.15 psf =SL*da/3 A'= 0.00 sq it =2.34*H/(S'*b) do= ERR it =(A'/2)*(i+@SQRT(1+4.36*ht/A') =depth required da= 11.00 it depth assumed �1orf b.PPLIC.AgLE Bearing----------------------------------------------------------------- d.= 10.00 it =da -1 b'= 1.00 it =b-1 Inc= 3.20 Inc=((d'+b')*.20+1);Allowable incre Sp'= 3150.00 psf =(Sp*Inc)-Wc/A Pb= 9896.02 lbs =A*Sp' bearing capacity P= 12402.48 lbs capacity required FAILS J'DeFRIGT'o Friction -------- -- Pf= 17278.76 lbs =Af*Sf friction capacity P= 12402.48 lbs capacity required Uplift------------------------------------------------------------�`----- Ur= 33341.61 lbs =Wc+Ws uplift capacity U= 0.00 lbs capacity required O Esslo,y Roy 9 C I �r r OF CO- Fill COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 E NO. (Rev. 12/96) APPLICATION AND PERMIT c D 3"� 1 ASSESSOR PARCEL NUMBER'- ® ZONING BUILDINGPERMIT OWNER - TE "°-�"E SO. FT. OCC. BUILDING VALUATION 952 . OW 5 I ADDRESS ' CONTRACTOR'S E TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTIX I.BNDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 9 936.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee s 117.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 76.05 BUILDING ADDRESS 1A I - h Energy Plan Checking Fee $ PERMIT FEE $ 213.05 LOT NO. SUBDNIS ION ME d4i rL 44 1249 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF)f Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 TYPE OF WORK New 3( Addition ❑ Remod-�ell❑ Utilities- ❑ Installation 0 Other ❑ Describe Work: (I LtaJ'l_Q�y Qn a Q Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 35.00 ELECTRICAL PERMIT Fling Fee 20.00 000V OR LESS Main Service 200.0. LESS 23.00 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.S 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 aoOA TO lOooA 46.00 NEW CONST. OWel1NG OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.50FT. 19.32 T. NON-REOSID. MULTI -OUTLET @7,50 PSINGLE OUTLET CIR.OWER APPARATUS Ex. Occup. OUTLET ORFIXTURES 20 @'.0° BAIL o ,50 Ex. Occu . oFucu A� oR. f 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 62.32 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 MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: 1 $ 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 0 1 should become subject to the workers' compensation pr isions of section 3700 of the Labor Code, I shall h cq ply with tho rovisions. X 1�zDate Y^ W ___ S nature cf1XppIkfft - caner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 0 U CONST. TYPE VN TOTA FEE $ 310,37 HAZ. ___ MP oOD_ E CDF Pggc D $ 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. BA Date I d� ERMT1 EXPIRES ON 2� a ­ Receipt No. 3 r,7P WHITE-D.D.S.-B.D. CANARY-ASSE SOR PINK -INSPECTOR GOLDENROD -APPLICANT Feb 01 02 08:13a �* COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES Y(50) DING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephon538-7541�R IT 0. tRev.12/96) APPLICATION ANIS PERMIT —�3'j AS SESSOR PARCEL NUMBER 20NINO BUILDING PERMIT OWNER w ^�D TELEPHONE SO FT. OCC. BUILDING VALUATION /rt - *RNv"ER 76t_ A TO " PJT Iwo cowvm PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ oc coNs ' PE TOTAL FEE $ 3 NAZ• D. FEES IMP . ftOOp DF PARC PD No ISSUE - -^-' This permit is hereby Issued udder the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. By Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNERS MAJUNG�DUSS ---- OCONTRACTOR'S • CONTRACTOR'S NAME TELEPHONE MAILING ADDRESS 'CONS _—^— LENOFA u. rT LENDER'S MAILING ADDRESS Fireplace — Total Valuation $ ALITECT OR ENGINEj�IIdlMit UCENSE NO. Filing Fee $ 20.00 ARCHTECT OR ENGINEE✓RR'S MAILING ADDRESS ---••••--••• Permit Fee $ Plan Checkina Fee $ ' BUILDING ADDRESS amigDeAl Energy Plan Checking Fee $ - His (3 Lt/ 4rS$ PERMIT FEE $a — LOT NO. SUBDNISIO sNAME S44L G PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 _ 6USE OF STRUCTURE �� e— SF)K Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.0 01Sriru.. TYPE OF WORK NewAddition Remodel 13 Utilities ❑ Installation ❑ Other ❑ Describe Work: At, ? / Each as water heater or vent 15.00 Gas pipina system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S 1 G W @20.00 PERMIT FEE $535,0b ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000V DR LESS 2ooA oR LEss 23.00 3 � ('� I �� I D /t ��/ ' �21Ex. *0 PEPA T FEE PAID s. , I D SRA_ SHOUFF �► OTH AMOUNT RECEMb : y Main Service200A TO 1000A 46.00 CONCINOCOUP. Np401ELL0 oDDNS.ACC. BIDSRESID.MULTL•OUTL,.ET 7,501 POWER APPARATUS 6 SINGLE OVn.ET CIR. —' EX. Occup. ovr ET OR FD(TURES 2001.00 - BAL ® .SO Occu . oF111ED LNio.OR 5.0 Temporary Service -- 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 - PERMIT FEE _ MECHANICAL PERMIT Filing Fee 1 20.00 Heating Cooling Hood 6.50 i Ventilation *RNv"ER 76t_ A TO " PJT Iwo cowvm PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ oc coNs ' PE TOTAL FEE $ 3 NAZ• D. FEES IMP . ftOOp DF PARC PD No ISSUE - -^-' This permit is hereby Issued udder the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. By Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT v r�d-oc . .... 'I�..-.�^l'•,,'.}:J...�,l�..i. n'�.+5'a4.�,1nd-'+rT't''.� -. _ •1+T ..S r►7'... v`• _ ..�....�w ,�, :Y.: .. .... COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville; CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 6aanASStSSOR PARCEL NUMBER 0l / — 4#0 Proposed Building Use: -acl Counter Technician: (/4 Date: 4 �� •w Items required in order to apply for a per it. All Voxes MUST be checked OR marked NA in order to apply. C3/1.. Plot plans, 34r'-4 sets signed by the preparer of the plans. ❑' Complete plans, 3 or 44ssets, signed by the preparer of the plans. ❑✓3. Engineered plans, ;r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. , ❑-<'�ngineered trussaetails and layouts in duplicate. No faxes! 1W6 Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Vie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out ybyy th�eryo� wner..................................... ❑ 3. OtherdouCVIaterial Form.. .` `�..:�C ..e ...4- .........+... ® _ Cj/j 3. Other Z.fyt .i(� r'Z;v Remaining items needed to(issue the permit. (May require additional plan iew u o receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet... !7. !.005 ................ ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. 016. Sanitation and plot plan approval from the Environmental Health Department in z-/ - `Lq - 0 Is 17. City of Chico Plumbing permit ............................. ............4Pac ��f 9California Department of Forestry plan approval aid. Sent by:.............� �Yh . Planning approval for (A) Use: &AW,6 (B)Parkmg: (CCheck: i14 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits........................:................................ c ❑ 30. ❑ Gran Deed, H. Tal /Sta ment of Facts Lette from Legal n,er ❑_Uie!�C.D. ' d(3 1. Other: t-�-'rG 0 i ci P� vv!" When issued Telephone an hold for pickup. I have been infor--nted the ove items an equirements for obtaining a building /permit. Applicant: < ti Date: /d �U� 1. Index permit application for the above items numbered':, V 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Plan Check Letter ❑ phone, . 0, mail, ❑ counter, by Date: ❑ phone, 0 mail, ❑ counter, by Date: _ Plans approved by: Date: _Structural approved by:� Date: Note transfer by: Date: qs Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A (o Owner Location -AP# Plan Approved for: Sewa a Disposal Water Supply: Public X Private ell Clearance for w ng. Other Hold final for: Final clearance O.K. for: NOTE: Environmental ww Date E.H. U3E 0 d f Plot Plea AKechad !Raor'kI n At9a had Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A (o Owner Location -AP# Plan Approved for: Sewa a Disposal Water Supply: Public X Private ell Clearance for w ng. Other Hold final for: Final clearance O.K. for: NOTE: Environmental ww Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER r r-Ct - PROPOSED BUILDING USE —D&n "' -`'d Ga (-a 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $ Units Commercial (sq. ft'.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 0o 1 qt, —1 5q DATE RECEIPT i S—Ica-03 DATE REC. �R/679 .5 ;2Nl� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chanteouring the plan checking process. APPLICANT/ . DATE Pursuant to (Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 11 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). (Rev. 6/00) Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ca CD N o `D0 ID .o -". On - O- 3/Q')/0 y County of Butte Oroville, California GENERAL CLAIM CLAIMANT: I Mark Barrett ADDRESS: 101 Spanish Garden - Drive CITY & STATE: Chico, CA 95928 MATc nr r^i AMA- 11 /71 /f13 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Refund Claim - See attached calculation sheet Peri7iit N'o.:021-1403 RAIU RETAINED REFUND Development Services $ 347.80 $ 159.20 $ 189.82 SRA $ 43.00 $ 43.00 $ - Sheriff $ - $ - $ - Other: $ - $ - $ - TOTAL $ 390.80 $ 202.20 $ 189.82 .. ..... ............................................. ... ...... . .. B�iDET : ............... :ACCQJNT::::AMOi3NT::' ... Development Services 440-001 4210500 $ 189.82 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ - TOTAL $ 189.82 $ 189.82 I, the undersigned, declare under penalty of perjury that the services or articles ciaimeo nave peen perrormeo or oeuvereu, ano ❑,ar uus claim is true and correct as stated. r Dated this / day of Al'z &os(—ACaiif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check\ ne the same. 1 A t ,yf Dated this Cg—Syk day of , 2004at Oroville Cali . t Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY EPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. - GROSS AMT. County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Mark Barrett ADDRESS: 101 Spanish Garden Drive CITY & STATE: Chico, CA 95928 DATE OF CI AIM- 11 /91 /(1R ///a9/a.3 E PY SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet Permit No.: 02-1408 PAID RETAINED REFUND Development Services $ 347.80 $ 159.20 $ 189.82 SRA $ 43.00 $ 43.00 $ - Sheriff $ _ $ _ $ _ Other: $ _ $ $ TOTAL $ 390.80 $ 202.20 $ 189.82 :..:.:......:.:.:...•.•.:. .. c...... .::s; :.:.:.:.:. BTi)GEI : :A :.: :::: :::.:..... CGOTJ�VT ..:•..:: . AMOUNT•., Development Services 440-001 4210500 $ 189.82 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ _ TOTAL1 $ 189.82 $ 189.82 . ............ tF � - ���•— ­­ „ yonony - 1—juiy umi Intl services or articles clalmeo nave Deen performed or delivered, and that this claim is true and correct as stated. Dated this day of , 2003, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget. Appropriation or Specific Board Approval (Check one) for the same. Dated this day of , 2003, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - Af1nITOR'C t -SE 0Nl v DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. I REFUND CALCULATION SHEET I Mark Barrett LESS: 101 Spanish Garden Drive & STATE: Chico, CA 95928 :OF CLAIM: 11/13/03 APN: 011-410-154 RECEIPT INFORMATION NUMBER: 343984 DATE: 05/31/2002 ISSUED TO: Mark Barrett CHECK #: ( AMOUNT: $390.80 PERMIT #: 02-1408 Yes PRIOR REFUNDS: FEES VERIFIED X No � I I REFUND BREAKDOWN DETAIL PAID I RETAIN I REFUND BLDG Electric Mechanical PLAN CHECK Plan Check S:1■plt PERMIT FEES Building Plumbing Electric — Mechanical OTHER BLDG Undercharged Plan Ck Undercharged Elc Prmt REFUND PROCESS FEE BUILDING TOTAL SRA - FIRE Fire $43 SHERIFF - $360 Sheriff OTHER NON -BLDG 20.00 46.00 25.00 47.80 159.20 43.00 43.00 $ 390.80 1 $ 202.20 144.00 24.82 $ 189.82 CHECK: $189.82 DIFFERENCE: (Should be blank) Yes No 440-001 0100 280 4210500 4617240 1011811 .............. .......................... .............. ::.....:......;. .......................... . 46.00 144.00 .............. ::.........:..:.:.:.:. .......................... 24.82 .............. ::::::::::::::::::::::::::::::::::::::::::::::: .......................... :::::::::::::::::::::::::::................... ............................ ........... . -25.00 189.82 .::::::::::::::::::::::::::::::::::::::::::::::::: SRA - FIRE SHERIFF OTHER $ 189.82 $ - $ - $ BLDG SRA SHERIFF 440-001 0100 280 4210500 4617240 1011811 APPROVAL Date Reviewed 11/ /20 Michael Vieira (11, ,. Building Manager Butte County Department -of Development Services Building Division REFUND CLAIM APPLICATION REQUEST FOR REFUND ' Refunds can only be made upon written request by the person who paid the fee(s). The request must be made within two years from the date of fee'payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked are not refundable. Fees paid to other �County Departments are not covered by this claim. [Butte County Code Section 3-41(t)] �/ CLAIMANT'S NAME: / � aA_k MAILING ADDRESS: ASSESSOR'S PARCEL #: O BUILDING PERMIT #: RECEIPT NUMBER(S): ?j?%� y (:A ieque§f"for iefund of fees"paid"on the above receipt niunber(s) is for the following reasons: Please refund any applicable fees in the following categories: (Checkil?oossefees which you wish to have refunded.) ( ) Building Permit Fees ( ) • SRA Fees (CDF Fire Planning) Disposition of Plans: ( ) Plans returned to me at counter ( ) Sheriff Fees ( ) Other (specify): To,�x sal Please mail plans to me at above address Please dispose of plans Signature Date 7 0 OF BUTTE GENERAL CLAIM FORM WILL BE MAILED TO YOU FOR AFTER REVIEW BY BUILDING OFFICIAL. :FUND CLAIM APPLICATION.doc 12/17/02 FOR BUILDING DIVISION USE ONLY: Receipt Information: Number: 3 i Date: Issued To: Amount: 3q Fees Retained: # /Pro'cessingFee: /Bldg Filing Fee: �bg Filing Fee: V/E/1ec Filing Fee: .t BP# $ , Processing Fee: $ $ Bldg Filing Fee: $ $ J Plbg Filing Fee: $ s $ Elec Filing Fee: $ Mech. Filing Fee: $ Mech Filing Fee: $ �nergy P/C Fee: $ Energy P/C Fee: $ Plan Check Fee: $ q- 3 Plan Check Fee• $ Inspection Fee: d $ Inspection Fee: $ SRA P/C Fee: $ Other: $ 0 Total Amount Retained: $ TOTAL REFUND DUE:$ Amount from 440-001 Amount from J:V\4y Documents\REFUND CLAIM APPLICATION.doc SRA P/C Fee: $ Other: $ Amount from Amount from AP NO.: DATES: OWNER: - Phone: SITE ADDRESS: Zoning Acres Name/Date Flood ` Map/Book Page Block Lot Panel Snow Load Other SRA VALUATION CODE SQ FT $/SQ FT VALUATION Garage or Storage Shed U 709 $18.00 $ 12,762.00 0 0 $ - 0 0 $ - 0 0 $ - $ - Re-Roof x SQ $ 60.00 Calculatesquares 20 ft x 30ft = 60 sf = 6 s uares Fireplace A (Zero Clr): Masonry:. $ _ TOTAL VALUATION $ 12,762.00 BUILDING PERMIT FEES QTY FEES FILING FEE 1 $ 20.00 $ 20.00 Permit Fee - Full 1 Permit Fee - 1/2 (MH) $ 144.00 Plan Check @ 65% Permit Fee 1 $ 93.60 Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ - Plan Check MASTER PLANS ONLY $ _ Revised Plan Check $ 46.00 $ - Energy Inspection Fee $ 46.00 $ - Energy Plan Check Commercial .4000+: $ - Residential To Master: $ - Mobile Home Installation Inspection $ 100.00 $ - TOTAL BUILDING PERMIT FEES $' 257:60` PLUMBING PERMIT FILING FEE $ 20.00 $ Each Trap $ 7.00 $ - Solar or heat pump water heater $ 23.00 $ - Water piping $ 15.00 $ - Each gas water heater or vent $ 15.00 $ - Gas piping system 1-5 Outlets I I 5+ Outlets 1 $15/$3 $ - Building Sewer $ 15.00 $ - Mobile Home Utilities Sewer: I I Water: I Gas: 1 $ 20.00 $ - $ TOTAL PLUMBING PERMIT FEES $ _ F6 AP NO.: -DATES: OWNER: - Phone: SITE ADDRESS: ELECTRICAL. PERMIT' FILING FEE 1 $ 20.00 $ 20.00 Main Service 600V or less/200A or less $ 23.00 $ - 200+A to 1000A $ 46.00 $ - UQ L." New Construction or Addns New Construction Non -Residential Dwelling Occupied & Accessory Bldgs Multi -Outlet Branch Circuits 709 $ 0.035 $ 7.50 $ 24.82 $ - Power Apparatus & Single Outlet Cir. $ _ Existing Occupied Outlets or Fixtures 1-20 $ 1.00 $ - 20+ $ 0.50 $ - Fixed Appliances or Outlets (Res) ea. $ 5.00 $ - Temporary Service $ 23.00 $ - Mobile Home Facilities $ 20.00 $ Miscellaneous Wiring $ 23.00 $ - Pre -Inspection (existing MH, existing site) $ 23.00 $ - Pool Electric $ 30.00 $ - TOTAL ELECTRICAL 'PERMIT FEES $ 44.82`' MECHANICALPERMIT FILING FEE $ 20.00 $ - Heating Up to and including 100,000 BTU - $ 15.00 $ - Greater than 100,000 BTU . $ 20.00 $ - Cooling Up to 3 HP and 100,000 BTU ' $ 15.00 $ - 3+ to 15 HP and Over 100,000 BTU $ 25.00 $ - Evaporative Cooler $ 15.00 $ - Extend Ducts in Additions $ 15.00 $ - Hoods $ 6.50 $ - Ventilation $ 4.50 $ - Gas Fireplace $ 15.00 $ - MECHANICAL PERMITTEES $ _ TOTAL OF ALL BUILDING,PERMIT FEES 302.42 Occupancy: Construction: ISSUED HAZ FEES IMP FLOOD CDF PRCL PD HD ❑ ❑ 0 - ❑ ❑ 0 0 0 �+�T rE' r 0 0 Butte County Department of Development Services Building Division REFUND CLAIM APPLICATION • REQUEST FOR REFUND Refunds can only be made upon written request by the person who paid the fee(s). The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has.been done. 'Filing fees, plan check fees for work plan checked are not refundable. Fees paid to other County Departments are not covered by this claim. [Butte County Code Section 3-41(t)] CLAIMANT'S NAME:/ Y Il�P-k- /I MAILING ADDRESS: 1 zaIOn (1-4 c7Z2 ASSESSOR'S PARCEL #: O (/ — ql n — / BUILDING PERMIT #: ® Z " / ,/D�, RECEIPT NUMBER(S): A request for refund of fees paid on the above receipt number(s) is for the following reasons: C/ J J Please refund any applicable fees in the following categories: (Check those fees which you wish to have refunded.) (,K) Building Permit Fees ( ) Sheriff Fees SRA Fees CDF Fire '� (jC) ( Planning) .r•' ( ) Other (specify): Disposition of Plans: ( ) Plans returned to me at counter ( ) Please mail plans to me at above address Please dispose of plans Signature Date��� �3 A COUNTY OF BUTTE GENERAL CLAIM FORM WILL BE MAILED TO YOU FOR SIGNATURE AFTER REVIEW BY BUILDING OFFICIAL. JAMy Documents\REFUND CLAIM APPLICATION.doc 12/17/02 J:WIy Documents\REFUND CLAIM APPLICATION.doc 12/17/02 ,R FOR BUILDING DIVISION USE ONLY: Receipt Information: Number: 3 `� 3 IT y Date: 2z Issued To: Amount: Com Fees Retained: BP# BP# ' Processing Fee: $ Processing Fee: $ Bldg Filing Fee: $ Bldg Filing Fee: a $ Plbg Filing Fee: $ Plbg Filing Fee: $ Elec Filing Fee: $ Elec Filing Fee: $ Mech.. Filing Fee: $ Mech Filing Fee: $ Energy P/C Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Plan Check Fee: $ Inspection Fee: $ Inspection Fee: $ SRA P/C Fee: $ SRA P/C Fee: $ Other: $ Other: $ Total Amount Retained: $ $ TOTAL REFUND DUE:$ $ Amount from 440-001 $ Amount from $ Amount from $ Amount from $ J:WIy Documents\REFUND CLAIM APPLICATION.doc 12/17/02 -J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County -Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/9'g APPLICATION AND PERMIT '�- 93 - ASSESSOR PARCELONUMBER ,011-416aft ZONING BUILDING PERMIT owN._ _ ER ( nt _ TE EPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADOR 101 SPANISH GARDEN DR, CHICD CA 95928 i " CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ r gRCJjf[EC�OQ EN� LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS _,43W 4th ST 00 Plan CheckingFee $ BUILDING ADDRESS O SEMIS� GARM DR., (MIC111IM111,gy Ener1 Plan Checking Fee $ PERMIT FEE $ 5 LOT NO. SUBDNIS'IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE . SF ❑ Duplex ❑ Mobilehome El. Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK— New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DUACM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 ! PERMIT FEE $ 'XFELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following jeason: ❑ 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�le. 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 200A TO 10-A 46.00 `NEW CONST. DWELLING OCCUP.SO OR ADDNS. ( & ACC. BUDS. 3.5¢T. INON.pESID. MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR F'ALIXTURES .00 B20 p I. 0 FIXE. APP_ OR Ex. Occup. our. RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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: Carrie MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ _ 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 isssded, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co ply with those/provisions. S /J X Date s^ 3 L _ Signature of pplica t -.;Q owner Contractor ❑ Agent An OSHA permit is 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 $ 301.80 HAZ. .... I D. FEES I OOD CO PARC PD HD issy I' 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 1lTF rV Date PERMIT EXPIRES ON f pg�e ReceiptNo. AIV, 1 g 19 ,r j WHITE-D.D.S.-B.D. CANARY -ASSESSOR .. PINK -INSPECTOR GOLDENROD -APPLICANT L .4 -t - l' -COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754�a ,PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 6 ASSESSOR PARCEL NUMBER 011-410-154 ZONING BUILDING PERMIT OWNER B,1u'D.REIT, MARK TELEPHONE 43-6510 SO. FT. OCC. BUILDING VALUATIO (� 709 �-' MAILING ADDRESS Orr, 1r1 SPANISH GAILDDEI.1 DR. CHICO CA 0,50,23 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is iii I+ ` CT�OIJ}``mT L lj(JLll VLV LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 144-00 ARCHITECT OR ENGINEERS MAILING ADDRESS 343 W 4 ch ST. CHICO CA 95926 Plan Checking Fee $ 93-00 BUILDING ADDRESS 101 SPANISH GARDEI Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME AR EL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 SEOFSTRUC R SF ❑ Duplex ❑ Mobileho a ther IFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 O New ❑ Addition ❑ Remodel ❑ Utiliti ❑ Instal tion ❑ Other ❑ Describe Work: DL -CID G� ��� 'E Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing -Fee 20.00 Main Service ZDDAORIESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 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 Mein Service 20DA TO 46.00SO CCU000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLos. 3.5QFr: ; NO.R6ID MULTI -OUTLET @7,50 APPARATUs 8 SINGLE OUTLET CIS. 20 I .00 EX. OCCU URES OUTLET OR FDRB@ w Ex. Occup. DFIxLI EDTSA A ooEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 44.80 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) �j 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation p visions of section 3700 of the Labor Code, I shall fo th co ply with tho provisions. X _ Date S_3 /,P L- Signature of App' a tOwner Contractor ❑ Agent An OSHA permit is 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 co NST. TYPE TOT Al- FEE $ 301.80 HAZ. D. FEES I o¢. LL cD PARCF�C PD v HD ISsu 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 ate 6 V &4F± PERMIT EXPIRES ON 16 -eQs efe Receipt No. 3 WHITE-D.D.S.-B.D. CANARY-ASSESSORPINK-INSPECTOR GOLDENROD -APPLICANT LW/ Ly Aj --.--..-0.J?t�-..' -'°• xy , � -... 4 ,,,y.��;,i.,,r.r:, cv'+n:,+1, „�i.,n.p�,,,oi......+''w .:4.r:.r�+ *.`r- COUNTY OF BUTTE-DEPARTM NT OF DEVELOPMENT SERVICES -BUILDING DIVISION fi " 7 County Center Driveforoville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 + PERMIT APPLICATIWDATA SHEET OWNER: ASSESSO'll`PAIYCEC NUMBER D//� Proposed Building Use: Counter Technician:. Date: Items required in order to apply fora Vermit. All boxes MUST be checked OR marked NA in order toapply� �� r' ❑ 1..Plot plans, 3 or 4 sets; signed -by the preparer of the plans./ ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ( ` ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND sets of stamped and signed calculations. v 0 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in.duplic e. lsr '— ",% ❑ 6. Manufactured,homes: (t�) Data`sheets and installation instructions, ( Marriage line information, (C) Floor Plan,�(D) Tie down or foundation plans, all in'/difplicate. _ ❑ 7.. Metal buildings: (A) Metal Building Plans, (B)'Poundatio Tans nd cal lations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stain e' an wet-si wet -sign . the en ineer. =' Items required for initial preview. If hec edit ms h've not bean received, plan -review cannot proceed. The permit will be Yoeturned to the plan review rhe -u ee'q .fir �d to are received. A• Date ceived By levation �ertifi te, wet- am e d s ney, m ctU�fl cfie................:................/ - ./Plot plan -and business lic ns prova from he�City of Biggs ...............:.................... _► ❑ 10. Letter of intent for non- identia 1 ir} ❑ , l f., Detached AccessoryBuild+ g Form fi led out by the owner ............ :........................... j ❑ 'I2. Hazardous Material Form...... ............... ' ....................................t ....: a ❑ 13 Other 1 'Remaining items needed to issue the permit. (1VI y require additional plan review upon receipt of the following items.) Fees,asw❑ 14 n o -t eattached Schedule of Fees Due Sheet /...f...�.,.1. .............................. Q.j1 cS�. _ot teraentf to t�o No heated, d C uildin• s..............................� .. fi a'p�t'p9 pit- .g p rtat+o d o a *pro altfrom+ e h iro tm f tal Health De artme tin jity of Chico Plumbing permit.. ............ .................. .......... 18. California Depai!t ent f F�se: restry plan approval paid. Sent 6y: :.:............. ❑ 19. Planning approva or A) 0*1 : (B)Parking: , 1 U> (C) Parcel Check: a. ❑ 20. Contact Land Development about I] Improve' m6hts, 0 Drainage ............................... ). ,p ❑ 21. Encroachment Permit for driveway fti muK Public -Works Dept;, (construction approval prior to occupancy). i ❑ 22. Pre -Inspection fort required .:...:.......... ❑ 23. Contractor's (Number, Name Style las ificahion) z. . t •............. f ❑ 24. Workers Compensation Carrier and Policy urbe'r 3 . r .....:...:.............................. ❑ 25. Owner -Builder Verification (❑ Givens 'N .o,, pe :'D Mailed to owner)* .................... ❑ 26. Letter of Signature authorization :'.'...'.`.....`.......... ,.... . ❑ 27. Recorded copy of icultural Acknowlet ment Statement. N ............. •................. <.� . K�� ❑ 28: Manufactured„ hdme utility clearance......r .. �.Ie................... ....... ❑ 29.'. Existing violations and/or expired permits • • • °. �• • • • • • :'. • ❑'30.:,,❑Grant Deed, ❑ M•iH. tle/Sfement Utter from ega caner heck to H.C.D. $ �3.1!Other: S",.A* +eL u of rlesr e r • -Fo o��• ms`s S When issued Telephone ( (, ' � a 1 and hold for pickup. I have been informed of the above 'te s Applicant: ,Zyndex permit application for the abo)a 't is n' mb 2. Additional items required ( .� . wne was advised of the above Contractor, designe , Contractor, designe owner was advised of the above Plans reviewed by: �.�, Date: Structural reviewed by: Date: 1 Note transfer by: ► -Date: V-ts,or Qbtaining a building permit. -,V VX Op-lan Check.Letter Imp bne� ❑ mail, r, by Date:' 9_. ZI.0one, ❑ mail, ❑ counter, by Date: 8. / i Plans approved by: Date: Z Structural approved by: Date: $ i I Yellow: Building"Division, r c Y COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive;t'Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION'DATA SHEET OWNER: ASSESS 9PA CELNUMBERDI Proposed Building Use: 6�7Counter Technician: Date: Items required in order to apply fora Fermit. All boxes MUST be checked OR marked NA in order to ap !ly -� ❑ L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND,; sets of stamped and signed calculations. 0.4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in ❑ 6. Manufactured. homes;. (�). Data sheets and installation iristrL foundation plans, all in�dir'ali`cate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B)-F`oundatio� (D) Floor plans in triplicate. All of these muft be stamoe a Marriage line information, (C) Floor Plan, (D) Tie down or in triplicate, (C) Elevation views in triplicate. Items required for initial pla &'view. If�hec ed it ms h `ve not bean received, plan review cannot proceed. The permit will be rod eturned to the plan review �e-u ni,�e iy-1 „ to Lrre received. Date ceived � By levation ertif� te, wet- am e d s' ne : , m idate................................ / fPlot plan and business li%ns prova from�the ity of Biggs .................................... ► ❑ 10`. Letter of intent for non identia �*Illines'.-..,.................................................... ❑ 1 Detached Accessory Build g Form filled out by the owner ..................................... ❑ 1 Hazardous Material Form ...................... .,....-..................................... ❑ 13 Other •••• Remaining items needed to issue the permit. (1VI y require additional plan review upon receipt of the following items.) ❑ 14. Fees.as wn t attached Schedule of Fees Due Sheet ....................................... !�'! 1 t ement/f, to��Ap, No ) t jo d, � C uildin s ................ P . % .............. ....... � ❑ ` 1atiofi �rtd° pYoa r al`froii� fherotm tai Health De artme tin — I ` �Z _. - ty of Chico Plumbing permit...,... :"............. .................. 18. Califomia Depaftt ent f F resiry plan approval paid. Seat 6y: — ❑ 19. Planning approwa 0 �A) S.se: 0 K-- (B)Parking:. V (C) Parcel Check: (6 ) p p2 ❑ 20. Contact Land Development about ❑ Improveoeflts, ❑ Drainage ............................... , ❑ 21. Encroachment Permit for drivewayfr6mthe Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for I required ................ ❑ 23. Contractor's ic�ris�e'information. (Number, Name Style as if`canon).:.................... ❑ 24. Worker's Compensation Carrier and Polic rpb 011 ..:.:::.....:.............................. ❑ 25. Owner -Builder Verification (❑ Given -.o n6r', o Mailed to owner) ..................... ❑ 26. Letter of Signature authorization •J .::....`.. ............ ❑ 27. Recorded copy o bicultural Acknowle4 ment State, @nt.�:(............. '................. ❑ 28. Manufacture dh me utility clearance ........... ei ...... (................... 1 ... ................. ❑ 29. Existing violations and/or expired permits. ...... •. R' ❑ 30. ❑Grant Deed, ❑ MtH. TQ1 e/Sjaement f ts, i L�tfe? from ega caner heck to H.C.D. $ &(b..1%Other: S"vo* When issued Telephone I have been informed of the ab"ov •te s Applicant: or dtst er -FV a/lo�iaT.S and hold for pic up. irements,for Q"btaining a building permit. J �� atP•i � Y index permit application for the abole IFI .1num q 2. Additional items required 1 Contractor, designe , cane was advised of the above Contractor, designe owner w s advised of the above Plans reviewed by: t Date: Structural reviewed by: �f . —Date: -19 Note transfer by: Date A''"Plan Check Letter il''p ones ❑ mail, 'QMZMRTr, by Date: 0-p(one, ❑ mail, ❑ counter, by Date: Plans approved by: Date: ?-_Structural approved by: Date:_ Yellow: Building'Division E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. —4131-1 ff TO: Building Department FROM: Environmental Health SUBJECT: 'Sanitation Clearance y ` 4 08 C r (z+ (r) An-(J� 0) 1(-) — I. IN, C-0rn dYW� v� Location AP# Plan Approved for: Sewage Dispos4-q- Water Supply: Public %�. Private Well (J Cl arance f r` dwellin . Othe x �: Hold final for: Final clearance O.K. for: NOTE: O. Environmental Health Specialist Date 8/96 Feb 01 02 08:13a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center- Drive • Oroville, California 95965 • Telephone (530) 538-754J,,� PES (Rev. 12/96) APPLICATION AND PERMIT (( / Lf/ ASS ESIOR PARCEL NUMBER � _ U J y zoN srz- BUILDING PERMIT R .- 3 3 NE SO. - SO. FT. OCC. BUILDING VALUATION DW/n/ Sallf iSA GGr1je, ✓ cel Tf `9Z -t 2 -- P. 1' UOTNO. 7 SUBD191014S NAME PARCEL MAP USEOFSTR/U�CTURE *Z) A<„ SF ❑ Duplex ❑ Mobilehome 'K Other TYPE OF WORK ri- New ❑ Addition Remodel O Utilities ❑ Installation ❑ Other ❑ Describe Work: All- I eL ld (/19�-�Q� F11Crz5Z>= A61Ae-T Dsi©� V *PERMIT FEE PAXb SPA SHERIFF OTM AMOVNT RECEMo $ 301 SC jVg " TO a rvr z"ro COWTOR Receipt No. _ WHITE-D.O.S.• FI Total Valuation Is 1 CONTRACTOR'S U11 knm)kn TELEPHONE Filing Fee Permit Fee CONTRACTORS MAIUNO ADDRESS _ _ 20.00 CONSTRUCTION lFlfO IENOER•s MAJUN0 ADDRESS • ARCHITECT O ENGINEER UCENSE NO. ARCH OR ENCLI1 I `/ Th REssSf %) /4 9-5 2 UOTNO. 7 SUBD191014S NAME PARCEL MAP USEOFSTR/U�CTURE *Z) A<„ SF ❑ Duplex ❑ Mobilehome 'K Other TYPE OF WORK ri- New ❑ Addition Remodel O Utilities ❑ Installation ❑ Other ❑ Describe Work: All- I eL ld (/19�-�Q� F11Crz5Z>= A61Ae-T Dsi©� V *PERMIT FEE PAXb SPA SHERIFF OTM AMOVNT RECEMo $ 301 SC jVg " TO a rvr z"ro COWTOR Receipt No. _ WHITE-D.O.S.• FI Total Valuation Is 1 BZ WO 1.50 Z Filing Fee Permit Fee b $ _ _ 20.00 Plan Checkin Fee $ Energy Plan Checking Fee $ Misc, Wiring S _ PERMIT FEE $ 2- PLUMBING PERMIT Fling Fee 1 20.00 Each TrV 1 7.00 Solar or heat pump water heaterIll Water piping Each as water heater or ventGas j5.00I 1 in stem 1 - 5 outletsBuildin sewer Mobile Home I S I G I W (920.001 PERMIT FEE ! ELECTRICAL PERMIT OOOV OR IFSS Main Service200A OR LESI Main Service 200A TO I000A NEW CONOT. / OWELLINO OCCUP. I ng Fee 20.00 23.00 46.001 3.5t31 2V6, Ex. Occup. OuT ET OR FDrruREs BZ WO 1.50 1 Ex. OCCU =0 APPUIS. OR OUTLETD IOID. EA L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc, Wiring 23.00 _ PERMIT FEE S -aV'� MECHANICAL PERMIT Fling Fee 20.00 Hood 6.50 I Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCG CONST. TTS TO AL FEES 3 O 98f", MAL 0. FEES CCEL SUE -r- - DF HDrs This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which foes have beewpald. By PERMIT EXPIRES ON Date A Pleme complete the following idormation in order to process your submittal. Ythis form is nc and legible. it may cause a delaX in processing. 1rL .dived By: �/ Decc: IL OwnCr s Name: "_ I r` Ti C :I%`FA Purpose of submittal: Q Paanit Application Data Ittan C . Engineering 0 Plan Revision O Requested by Building Rapectoror Correction Notice-,Ynspector's Name: R u s s e 1) Do M Requested By Plans Examiner -Examiner's Name: IO Other: if you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisi. review. If engineering is involved in this revision, the engineer must put his requirements on these dr stamp and sign the drawings. include two (2) sets of wet signed engineering. Iyiisd dmfdn s must c When Approved, Process as Follows: 1 Mail to Owner at this address: 1 shah IS1� r�e, 1i_ Cliieo Cf} 9J9ZJ' O Mail to Contractor at this address: ❑ Call and hold for pickup at the O Chico Office ❑ Oroville C O Deliver with next inspection. Revised Plan Check Fee: 13 546.00 ReceiP t #: C] Additional Fees Not t- Additional fees may be due based upon complexity And time involved to process this su Addlclonal Fees: _ Raceipt is — K �IZi�if10� Nlaf1S g . ZOOZ 0 100 URA039X Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions . will be checked for residential use. Exception: Garages and Carports. Owner: /,�RL5-11" Phone: j 3' c. �9�-zZyy Mailing Address Site Address: /O l ISS. %Gt rdr GA ICO Assessor's Parcel Number: ��- ��- /�' Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: I. 2. Is there a primary dwelling on the property? Is the structure already built, under Yes No ❑ construction, or under notice of code violation? Yes] No fa 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No,®" 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No,© SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No,r' 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No El 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ NoJ CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes No ❑ 11. Will this building be heated or cooled? Yes ❑ NoEr 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ Nol 14. Will this building have a water heater? Yes F1 No /� 15. What type of floor covering will the building have? eo9p'rp.4P _ 16. What type of wall covering will the building have? COU 03 UM 901-A6 . 1 f) h -70 6L /3 OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑. Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room El C3 Room ❑ Private Office C3 Workshop 1 El Home Occupancy 2 ❑ Other — Use = 1. Describe type of Worinhop 2. Must be approved by the Butte County Planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print Owner's Signature: 2 of 2 Date: 07/25/2002 15:34 5308942628 n BARRETT:FINANCIAL SV DATE: 7/28/02 FAX NO: 530-538-2140 ATTN : Russell Bloomfield, Butte County Building Dept FROM: Mark Barrett PHONE:. (530) 894-2244 PAGES: 3 (including cover sheet) SUBJECT: Garage Addition at 101 Spanish Garden Dr. Dear Mr. Bloomfield: I contacted Lenn Goldmann regarding your request f6r an elevation certificate for above referenced addition.- He suggested 1 send you a copy of the map and flood 1 determination I have attached. The lot includes an area presently covered (even now) by Butte Creek, which of c< in a flood zone. The proposed garage is to be located East of the present house, at same elevation, and is not in the area subject to inundation shown on the map. All the map does not show the location of the existing house or proposed garage, the s marker in the center of the East boundary of the property is located North of the pi garage's closest point. Please let me know if this additional information is sufficient to satisfy the problem, I would like to avoid the expense and delay of obtaining an elevation certificate if possible. Thanks, Mark Barrett 2111 Forest Avenue, Chico, CA 95928 $30-894-2244 / 800-266-2244 PAGE 01 is 07/2512002 15:34 5308942628 BARRETT:FINANCIAL SV PAGE 03 ., Call..Y I UV. ( V.4 FAX . a.. 2 13 3T Ali 1. 11.. tA A fr 1lKta AXAMLIL Q1 Uv 1; :ce Tho 0•M,9. -kO. -: cc I c STANDARD FLOOD HAZARD DEMMINATION 8 TMW I WAIJ, MATION :G =6;a RAW AND A;).-,�- North ft-te Axtitmaal. gkar.k a..Vdl D" wl&U. moil 0. JI(StA00, .92h Do jure jl� . '101 ADAPTOR, aputtaver 7oA,cv, Q& "NIX(m, C41 011020 Fe®ii D-unrl vctr-00007c aslav Ar 1112mmw - PARRETT. mAm NO. .Ari Jx�iTTI A FQ0Qr.AM pyfVn UamtMwrvrm JUACSUIET" it 60 c -1w MffTX =Uar*x AiLk" :;A Oi001i s. ivAncNA,- lotooD "f�,mvAmm v6wrvAIX Mrip, Vow"PlIlLs Nor pwal Eff., W., 3. eve NIPX �.Vfft hom@. It IS, OA VWMM 419 'A-1 —Itrc Pap -ILI M.-dilan. Mop P. X& 062070 esio D 04/20/00 ,,AW i n eew, m ij, 3.,ilp-tia Ps-cowas ciatage, M %no mvilp $cj ...... It CMVAjW,&:nlc. to 9-Alle11l, IS BUILDING/IVIOBILE HOMETWSjCIAL FLOOD HAZARD AFIFA (ZONES CONTAINING THE LETTERS "A" OR "V")? [3 YES m No v--. flood isituranue is pacp4boa by thw Flood 01sisata, Protoccals Aof at W73. Il .., flood Ineww10e to not reem ad by *,* Flood ajoh&tAlt iarcltmedcin Aut of c:QWw-h%ry top -.@Q: Th& OU16.4s.r. prtpe.rty 110 PARrZA1.61' Wl'SUIN is apsjul F,,.4 M._ .4 &Z.O. Thu hu"Ovot- itt ret Allfscv:ud alkL4. `-a not Let tho tAcocteilp'-alft. ja!pj -to"r1VL1c4& jpr*vAd4,d. 09Tff9"XVA::1:W L5 MCN71390 79 IML LQWqD. V.*nwVhwT To TW fWap UkOTOMICK ACT. it 9mouLb Wat, jhIc Vogl) Peva Wy 0TWM pVRV03W. This obt.-Imation is busom o.. .e Now -bp. any j;&,jd,Qj lo—t--t Alp—, ow It. .-d ear 1ptAwe I"latmolion hft.wmd to baste Tho i-Ildina.,mou.4 time o. the N , 014EPARPI'M 1MFjI.R4ATI0#. fig, ",ta t/01 ocCT VL..AC.W4. C:LA"2707, \IJ O:r:AA Fwmj 41.W4. OC'T w4 11 Lm CIII•i QqI :Y. • . , Y66 L07 0 \ LOT 11 ® 6; Y• N� LI' r).e' •rJ.' j u �. ® •'11'11• .rle' N1.r' +�O r00 0 1.•Y'•r MN' IY.•' O'. ra• r.i ra.' Ir.w' LOT 21 arraIL a f arrAn A •� .wo..ww• Lrl � wr. I ..s• f o le •wo .. rras.l AIfO•I .•raa• .�. mm�n 06rr•0. �• ;�( N• r,wl o s'ma m •vla •, �CC��\\\�� 1. LOT 10 _ LOT T aoi • LOT • 0i C; ;: )..00T .." . u •w.aP, v ROL ara[wo 7NE BLUFFS •0 w ' OI\� OAaI t. �••Or .r YYYMYOY. .•A •• Or0 N•I I u O w • LOT 22 Of MIL r o.y ,O, _ ..� �/ 0 /�/ f.19 M. � l • .Li .NOa fiosfrflr • ..sdr■ or 100-5-5 "° BEING A PORTION OF SECTIONS •sislrfo• •atil r• /•iJIIbe7v/_ r'r""" ��• 3" AND T21N.,R2E.•Y0.B9Y. i jUTTE COUNTY CALIFORNIA 8ran MIR ASSOCIATLa .� �. � NNliflof ER�►� ysrorLall... sar.r�Ylgww ORL n•I.OI•f • pLq•2•f • SYRK"IM ti a viIf % e 5Zc! 73z� G h�`gf�Q ^ ► tlT,[_irY VAULTS .� QX 1557 S%e.A -� l3 114 '� I COST; h1E A. CALIFOR-IIIA 92-677 i 1,75 .',94cow - /•¢ 4'375 XZooOo I S'7 /2 Sao O i I. IL 741 f p X1l f I! y tA ;Li = a o N N � ., i � o -r '44'a ✓1 &.v.✓ `�5. dry/�' 46 1n� w $ T G a - L 4a7e�a_ .5- L + fOea/:.�. Ad aid • Gd�s- w �ll - IS) • I I� _ r . � 11 tet, i - !�i _ � t y. • w til ��� _. r � i _ •, .. , '( t � � - '� • L �.,� ti. i�.,� 1 1 y '� f t ��'. • � L. y y ' y,y i r,. `r ��y� a. f � i y.� ., f _ .r � s . V N - _ •,ti, � . } � .tet i� •� �' _ •. �� Z e <i"� .... �{y ' f +; ,-. • �, � •1.. �.'f.J _ r + 1� • • �� � �'R 1 3 ,. • y f 1. _ t _ ' __ _. - - � _ ' 4 .. _ ,� - {' 1 _ —... • iE - r� .� �, r AE -C GKOUr ARCHITECTURE. + E.NGINEERING - CONSULTING April 23, 2003 411 Main St. U Chico, CA. 95928 RE: 101 Spanish Gardens Dr. APN. 011-410-154 r I have reviewed the truss calculations for the above referenced project and have no exceptions. Respect submitted, I Warner, AIA, CSI t y, a PRINCIPALARC-fIT1=CT LARRYJ WARNERAIA LIMITER STRUCTURAL CALCULATIONS ry r FOR CUSTOM r GARAGE' FOR BARRETT JOB SITE GHICO, GA �{ AECG-KO,UF ARCHITECTURE-+ ENGINE EKING +CONSULTING Lany J. Warner A.I.A., ARCHITECT 10 Declaration Dr., SUITE D CHICO, CALIFORNIA 95973 .530-89240.08 - PROJECT: BARRETT GAEAGE PROD. No. BARRETT LOCATION: CHICO, CA DATE: 3/26/03 BY: LJW PAGE 1 OF CODES: Uniform building code, 1997 Edition AISC, Manual of steel construction, '9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: f = 2,500 psi min. @ 28 days Masonry: f c = 4 500 -psi Mortor: f c = 1800 psi, Type "S" Grout: f c = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A=615 'Grade *50 for #5 or -larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine, Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct.It Framing, Joists & Planks: Doug, Fir No. 2 Beams*& Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 20 psf Non -Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: '80 mph Exposure: B Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of AEC Group, Larry J. Warner AIA, Architect. Verification of the soil conditions'at the project site to determine the expansive or bearing capacity is by others. AEC GROUP., Larry J. Warner AIA, 10 Declaration Dr. Ste -D, Chico, CA 95973, 530-892-8008 �TT'ZN� .oil .t()gq RDA3AYD T"f 3. 3 I' T T';3?OJgq MdS i f: :3TAQ A'a .i�Dl. J IWO1TADD '10 1—'IDM WL I :Y6 noilibc`l VQQI ,oboe gnibiiurf m-ToT.' 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DTI t'. i 12✓IA :zaduliT nvitrniririr)') 'J-ni~S 'zrtsq. , 51gruic"' nolJt;flydtn�J.1 tt-�A� :2T�vyItlrla:J `1?9 OL -bno,t -i I ion!*I I.A:rorru-fIov. "-q O -C b130J _.yi,l!uos; :2CIAGj rip-,, 108 brti c`. :SiiC} 1lrilrt9c 4O2Ivn'jr!Jo-bawri Putdriu b32u S bofli5r,�, d 'izq 00?�l �rlii,;sII floc: ba'vioIIA si bmrtbbs-�Ilaai3i:mg2 son vic mill zrrnsi io lawt-)mn vaA 'Irrol/. JI13 jov,`,nts bim evidio �d bwi, rizjb tm; elisibb i0 t)II:> 7nt`Ur3111J1F7 �rii'�`lOU61 `3 it Iioz t)dt 10 m in A ,Alh. itm-m V I vnu.1 ,quo -O MA"lo yIilidiznogz5.t aofI3U Yd zt ,{Ii:ingr-.D grttit,5d 10 viiaimp9 )dt `.2ft4it' I*,I) 01 -3ti2 J6,2froisrbr1w Mc V AD mid:D ffeirlrU;bDU Of .AIA •innicV1 PROJECT: BARRETT .GARAGE PROD. No. BARRETT LOCATION: CHICO, CA DATE: 3/26/03 BY: LJW PAGE 2 OF ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF ROOFING 3:0 PSF 1/2" CDX .PLY 1.5 TJI @ 24" O.C. 1.1 TH @ 24" O.C. 1.1 518" GYP BRD. 2.8' INSUL 0.5 MISC 0.5 TOTAL 10.5 PSF USE 11.0 PSF. TRUSSED ROOF SYSTEM 'ROOFING 3:0 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 3.5 5/8" GYP BRD. 2.8 INSUL 0.5 MISC 0.5 TOTAL USE 12.0 PSF. FLOOR SYSTEM ( 2x FRAMING FLOOR) (I -JOIST FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF 3/4" CDX PLY 2.3 .PSF JOIST 2.2 I -JOIST 1.4 INSULATION 0.6 _5/8" GYP. BRD .2.8 GYP 2.8 MISC& INSUL 1.5 FLOORING 1.5 _FLOORING 1.5 MISC 0.5 TOTAL . 9.9 PSF TOTAL TOTAL 9.5 PSF USE 10.0 PSF. USE 10.0 PSF. a EXTERIOR FRAMED WALLS INTERIOR FRAMED WALLLS EXT. FINISH 6.0 PSF GYP. BRD 2.2 PSF SHEAR PLY- 1.5 FRAMING 2.0 FRAMING 2.0 GYP. BRD 2.2 -GYP BRD 2 2 FINISHOES _N/A INT_ FINISH 0.2 INSUL ` ' N/A INSUL .0.3- 0.3-TOTAL TOTAL 12.2 PSF TOTAL 6.4 PSF USE 12.2 PSF. USE 6.4 PSF. CONCRETE FLOOR SLAB 15.0 PSF. SHEATHING 2.3 FRAMING 3.5 i INSULATION 0.5 TOTAL 21.3 PSF , USE 21.3 PSF AEC GROUP., Larry J. Warner AIA, 10 Declaration . j i Dr. Ste -D, Chico, CA ,95973, 530-892-8008 Multi -Span Roof Beam( 97 Uniform Building Code (91 NDS)1 Ver: 5.07 By: Larry J Warner AIA. AEC Group on: 03-27-2003: 08:32:36 AM Proiect: BARRETT - Location: CANT. CONT BEAM Q TRASH Summary: - 5.5 IN x 9.5 IN x 18.0 FT (8.5 + 6.5 + 3) / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 51.6% Controlling Factor: Area 1 Depth Required 6.27 In Left Span Deflections: Dead Load: DLD-Left= 0.04 IN Live Load. LLD -Left= 0.03 IN = U3369 Total Load: TLD -Left= -0:07 'IN = U1481 Center Span Deflections: Dead Load: DLD-Center- -0.02 IN Live Load: LLD -Center- -0.02 IN = U4458 Total Load: TLD -Center- -0.04 IN = U1960 Right Cantilever Deflections: Dead Load: DLD-Right= 0.07 IN Live Load: LLD -Right= 0.05 IN = 2U1450 Total Load: TLD -Right= 0.11 IN = 20628 Left End Reactions (Support A): Live Load: LL-Rxn A= 802 LB -Dead-L-oad: -DL-Rxn=A= 1025 -LB Total Load: TL-Rxn-A= 1828 LB Bearing Length Required (Beam only, Support capacity not checked): BL -A= 0.53 IN Center Span Left End Reactions (Support B): Live Load: LL-Rxn-B= 1173 LB Dead Load: DL-Rxn-B= 1068 LB Total Load: TL-Rxn-B= 2241 LB Bearing Length Required (Beam only, Support capacity not checked): BL -B= 0.65 IN Center Span Right End Reactions (Support C): Live Load:. LL-Rxn-C= 1055 LB Dead Load: DL-Rxn-C= 1163 LB Total Load: TL-Rxn-C=, 2218 -LB Bearing Length Required (Beam only, Support capacity not checked): BL -C= 0.65: IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 8.5 FT Left Span Unbraced Length -Top of Beam: Lul-Top= 0.0 FT .'Left Span,Unbraced'Length=Boftom of -Beam: Lu1-Bottom= 8.5 FT Center Span Length: L2= 6.5 FT Center Span Unbraced Length -Top of Beam: Lu2-Top= ` 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 6.5 FT Right Cantilever Length: L3= 3.0 FT Right Cantilever Unbraced-Length-Top of.Seam: -1.0-T:op= .0-0 FT Right Cantilever Unbraced Length -Bottom of Beam: Lu3-Bottom= 3.0 FT Live Load Duration Factor: Cd=, 1.15 Pitch'Of Roof: RP= 5 Live Load Deflect. Criteria: U 240 .12 Total Load Deflect. Criteria: U 180 Non -Snow Live -Load: Roof Loaded Area: RLA= 131.5 SF Live Load Method: Method = One Left Span Loading: Uniform Load: Roof Live Load: RLL -1= 16.0-PSF Roof Dead Load: RDL-1= 18.0. PSF Roof Tributary Width Side One: Trib-1-1= 10.0 FT Roof Tributary Width Side Two: Trib-2-1= 3.0 FT Beam Self Weight: BSW= 13 PLF Wall Load: Wall -1= 0 PLF Total -Live Load: wL-9= 208 'PLF Total Dead Load (Adjusted for Roof Pitch): wD-1= 254 PLF Total Load: wT-1= 474 PLF -Center Span Loading: Uniform Load: Roof Live Load: RLL -2= 1.6.0 PSF Roof'Dead Load: RDL-2= 120 PSF Roof Tributary Width Side One: Trib-1-2= 0.0 FT Roof Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 13 PLF Wall Load: Wall -2= 0 PLF Total. -Live -Load: wL-2= 0 PLF Total Dead Load (Adjusted for Roof Pitch): wD-2= 0 PLF Total Load: wT-2= 13 PLF Right Cantilever Loading: Uniform Load: Roof Live Load: RLL -3= 16.0 PSF TO.d .ted' ! t2U41 tB) obo7 ur�1:;NuFi rrtotulU CQ lrnr98. toofi rc7.',•if;u11 : VA ££ SF. 84 ?:G^:•C>-F,i rlo n,,niA IFA AIA rimy 'V 1. %niA 1 vq •. H2AAT 1%. 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T-1 !;.£ + =t-S-dnT owT ebl2 tttbiVI n-71trdnT lca)a qJq;;r =+,ilv1� -tde`oW t;.gd r bc-o.1 .a FrJS �i Jw bvoJ evil IrloT rsiot,q tooS: tet bsts'.joA) beoJ bezo(2 lsloT •Aft- =i-T:, beoJ 1£?o t nr ioroJ m;r*?t^-tRi - b6o., mtoltnU q2c ti vi -S-JJA bsoJ sv,J toa9 G ii -.iC7Fi ac t)coj ',OC- TI TI 0.0 =S-J-dhT -,nO sbi2 rifb:4V Vtsh.dnT tacP T? 0-0, ebi? ri?b+41, Ylstuan i looA iJ^. qtl =,rlc?F3 #rir;3blr f192 (11:98 g iG C =S- h. beoJ evu 4ofc+'i: 0 =S-Elw (7:)tic tcoA "foi buteuibA) aaoJ be,)Q iWOT qJ�t. E t =S- T ,y b.;oJ ltit.)T 'OniccoJ t9R�a:�?,ts� ?riDiF! tr i mtolind aLa t}.&i -E-_►J51 bsoJ evi J 10CA Page: 2 -PSF Roof -Dead -Load: RDt-3= Roof Tributary Width Side One: Trib-1-3= Roof Tributary Width Side Two: Trib-2.3= Beam Self Weight: BSW= Wall Load: Wall -3= Total -Live -Load: -wL.3-- Total Dead Load (Adjusted for Roof Pitch): wD-3= Total Load: Point toad WT -3= Live Load: PL -3 -- Dead Load: PD -3= -Location (From left end of span): X-3= Properties For. #1- Douglas Fir -Larch PSI Bending Stress: F.b= Shear Stress: Fv= Modulus of Elasticity: E= Stress, Perpendicular to Grain: fc perp= Adjusted Properties Fb' (Compression Face in Tension): Fb= Adjustment factors:. Cd" -1.15 CI=0.99 Cf^1.00 Fv : Fv'= Adiustment Factors: Cd=1.15 -Design Requirements: Controlling Moment: M= Over right support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 1, 2, 3 Controlling Shear. V= At right support of span 1 -(Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= Area (Shear): S= Areq= Moment of Inertia (Deflection): A -- Ireq= 1= -12.0 -PSF 4.0 FT 3.0 FT 13 PLF 0 PLF -112 PLF 91 PLF 216 PLF 400 LB 600 LB 3.0 FT 1.350 PSI 85 PSI 1600000 PSI 625 PSI 1543. PSI 98 PSI -3971 FT -LB 2246 LB 30..88 1N3 82.73 IN3 34.47 IN2 "52.25 JN2 112.71 IN4 392.96 IN4 lag 0 K =i-:C)5; b"I b69fl to*P T1 0 A -oF-r•-d►ii' er.0 ^b,.? ri,: iV`1 viviuclatT'wP - OX 00% T :sb.?, dtbiV`::qurudnT 1.toP q1q Er =Wee Jnr+s'N 19S rns'aa I-A 0 =£-11SW issc.f HcW :jjq Srr :._; •� b3o.1evil !z. ?Jq rP, =E-Chv (rfotiq teof! .O' byJatr(bA} bsoJ brnG ipl-3T J•7 VrS =Zr -i 11! •1:60.1 lGr� � hRa.! trir.9 :br o-1 w. is Ei_ Oae =g-Gq bfoJ bwO a 7 (i3isj-11�! aiinuc(] -i it .loll asltl.�Qolq i2q GaEr =a� aas.f% pryr,'r1SrlA OCOMer plq =2 :YtlolfaCIS io auluborA 1?p! aSL =0190 J� ni6�� C': '61i101btt9779� 2�81J?, aa9 EAirf ='d� (npizll�Z' rri yos� noa�2 s�4tnoG; 'd r n0 r=};s ge 0=10 at r=b3 :a)rtrn3 !mmJnu�bA Iia ae ,,� i;r.r--a7 2Z01•)B�1 Jrtemt2i,:!bA SJ-T4 r1iM trnsmoP"O pnillw4r!oO (nr;p2 !sir,��1 S nrac'o t:ooaue !r!co !a vO (a)r;5gn- no abwl evil bnb ebcsai ba:,b a:sgnini+yrraa d Va,13sia ;narrom l xta.;; 5J ;pcS a�/ wora pmlla:lnoJ (nsp2 :tOJI f r,sg2 3o ttoggva ,dpn JA S ,f (t )nsga no abcol ovi! tms eosoi bc�)b lis gr.1mamoo `d boJ0s131ser(4:basta13 :anoitooa baiwper ri,iW anoanr-gMCO Fp M of -091? (tnsm.0A) P-uluboM noitc92 a a^ Sa =A PV11 r i Srr =pall (nor,"osl19Q� st:TP .! 3o tnsfnob evil 84? Seo r =l 4i. 4-0 SHEAR WALL SUMMARY Proj. No ' BARRETT DATE Mar 26 2003 SHEET OF GRID WALL SEG. LOAD PANEL PANEL H.D. H.D. NOTE LINE SEG. LGTH PLF TYPE No. LOAD TYPE A 1 81-0 91 B-3 5 n/a 2 3 4 5 6 B 1 4'-0 1 B-3 5 331 A '2 4'-0 '91 B=3 .5 331 A 3 4 5 6 C 1 n/a 2 3 4 _5 6 D 1 n/a 2 3 4 5 6 E 1 n/a 2 3 4 5 F 1 n/a 2 3 4 5 6 G 1 n/a 2 3 4 5 6 -H 1 -n/a 2 3 4 5 6 SHEAR WALL SUMMARY Proj. No BARRETT DATE Mar 26 2003 SHEET OF GRID WALL SEG. LOAD PANEL PANEL H.D. H.D. NOTE LINE SEG. LGTH PLF TYPE No. LOAD TYPE 1 a 81-0 91 B-3 5 b c e f 2 a 5-6 112 B-3 5 251 n/a b c d e f 3 a n/a b c d e f 4 a nla b c d e f 5 a nla _b c d e f 6 a n/a b c d e. f 7 a n/a b "c, d e f: 8 a n/a b c d e SHEAR WALL SCHEDULE per ER -2403 Upaclated 10/61/02 PAGE PANEL PANEL LOAD 7 SHEATHING 1,2,5,7 SDG5 9 FIELD 9 AR SIZE& SILL 21,4 A -35P 6 TYPE Nb. PLP NOTE NAILING NAILING SPACING NAILING CLIPS A 1. 100 ... . ........... ............ ..................................-..1/2.' .... 1/2" GYP BRD ONE SIDE (unbibekd) 2 5��,q . ................ ............ . 10d @ 17 @.12;...............5%8" 1/2" 9 I . 6d @3 ................ 48" O;C. ....... ....................:z: ! .. 2 ..................... 7/16" CDX PLY BOTH SIDES COAT STUCCO Fi 66-7%8'..@-.6'.........166 ............ . .......................... *'7%8"@6''-"* ' ....... ............. .... 1, 4/* Z" -4- * 8- -1, ... 6' d,.... ................... .... ................ ................. B-1 3 176 5/8" GYP BRD ONE SIDE (blocked) 2 6d @ 4" 6d @ 4" 1/2" @ 48" l6d @ 6- 3V'O;C. B-2 4 200 1/2" GYP BOTH SIDES 2 5d @ 7-' 5d @ T' 1/2" @ 48" 16d @ 4" 24" O:C. 5-3 6 166 3/8,, cbx 2 8d @ 61- 8d @ 12-' 1/2" @ 48" 16d @ 6" 30" O;C. 0-4 a 200 THREE COAT STUCCO 2 166 7/8" @ 6" 16G 7/8"@61 1/2", @ 48" 16d, @ 4" 24" O,C. .................. 6/8" @ 36" ........... GYP INTERIOR FACE ::::::i::::::::::::,:::::::::::::::::*."::::::::::::::: 9" O.C. 5d.9 ............ i I .............................................. ........... 8 C.......................... 7 245 1/2" COX PLY.. LY .......... 2 .... .. ....................10d 10d @ 6" ............................ 10d @ 17 . .............. iwd-4 ............. 81IT'ac, 0-1 8 246 3/8,, CDX PLY ONE SIDES 2 8d @ 4" 6d @ 12' 5/8" @ 48" 16d @ 4" 16, 0;C. 0-2 9 200 3/8" CDX PLY EXTERIOR 2 8d @ 6" 8d @ 12- 1/2" @ 48" 16d @ 4" 24" O;C. G 21 780 CDX 1/2" CDX PLY BOTH SIDES 1/2" GYP BIRD INTERIOR ..... 8d @ V' 5d @ 7-' 5d @ r' (2) led @ 3" .......... .... 6" O.C. 0-1 22 830 ... . ... . .... . ................................. .......... 0-3 ............................. 10 330 3/8" COX PLY BOTH SIDES 2 ....................... . . v6446$ao***vSa9v0vo§6@*v% . ............................... 8d 0 6" . . ................. 8d.9 .IK .................. .............. ................ 16, O.C. .. I ...... . . U ................11...............349.........1%2" ..... ......... .. ...... 5 1 ........... ............. ................... ......................... 11 349 1/2" PLY -EXTERIOR 2 l0d @ 4" ............ . 10d @ 17 @.12;...............5%8" ..... ..... .... ...... 5/8" .. @ . 36 .................. ........ .....36...............16d I . 6d @3 ................ 1 . 7 . , .. 0 . C. D-1 12 360 7/16" CDX PLY BOTH SIDES 8 8d @ 6" 6d @ 17 5/8" @ 36" 16d @ 4" 17 O;C. D-2 13 360 3/8" PLY EXTERIOR 6 8d @ 6" 8d @ 12" 5/8" @ 36" 16d @ 4" 12" O;C. 6/8'", GYP BRO INTERIOR 6d @ 4" 6d @ 4" 0-3 . ............... 14 390 1/2" COX PLY BOTH SIDES ........... ........................ ......................... 8 8d 0 6 ....................... 8d.9 ............... . .A� .. .............. ..3,' 9.1! ... ....... 12" O;C. ........... E 15 480 ....... . ......... . ..... . . .................. 1/2" CDX PLY EXTERIOR 8 10d @ 3' ... ..................... ..... ... 6 ... d- @"* � * 4-' " * ...... ... go .- O.C.-7. E-1 le 490 3/8" cbx PLY BOTH SIDES 8 8d @ 4" 8d @ 17 6/8" @ 36" (2) 16d @ 4" 9" O.C. E-2 17 540 7/16" CDX PLY BOTH SIDES 8 8d @ 4" 8d @ 12' 5/8" @ 30" (2) 16d @ 4" 911 O.C. 1: 16 620 1/2" CDX PLY EXTERIOR 8 10d @ 2" 10d @12" 5/8" @ 24" (2) 16d @ 4" 6' O.C. F-1 10 650 3/8" CDX BOTH SIDES 6 8d @ 3" 8d @ 12' 5/8" @ 24" (2) 16d @ 4" W O.C. F-2 20 72 ........... ....... . 1/1 CDX PLY BOTH SIDES ......... ........................ .... ............................. ... "­*'­ ..................... i ............ ... " 8 8d 0- 3" ................... 8 .............. ............ .......... —.v 6" O.C. ..................... G 21 780 CDX 1/2" CDX PLY BOTH SIDES 8 ..... 8d @ V' ......... I ............................... 8d @ 1Z' i ....................................................................... 6/8" @ 18" (2) led @ 3" .......... .... 6" O.C. 0-1 22 830 ... . ... . .... . ................................. .......... M" C' ............ R�fLy.BOTIH SIDES ....... ......... .... I ......... a ................. 8 8d @- 2 . 8d.9 ......... ... O.C. H .............. .4 ....................... 23 oo .. pcvof Cox 14 -9306 ...................... i .................. 10d @ 3" ... ........... .......... ..... ......... diFibliF ........... .... . ...... O.C. H-1 24 1246 1/2" CDX PLY BOTH SIDES 8 10d @ 2" 10d @ 17 618"@ 12" (2) 20d @ Z' 4-O.C. 1 25 1376 i/z, cbx PLY BOTH SIDES 8 16d @ 2" 16d @!Z' 6/8"@ 12" (2) 20d @ 2" 4- O.C. 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O. 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.518" T-1 -11 SIDING MAY BE SUBSTITUTED FOR 318" CDX PLY. 6. A-350 CLIPS +440# EA. 7. All sheaf walls with load pif of over 350 shall have 3X min framingmenber it plates and pdnel edges 8. ALL EDGES BACKED W/ 3 -INCH NOM. OR WIDER 9. Nails based on following 6d.00dia 2" Ig, Sd.113dia, 21/2" Ig, 10d.128 dii, 3" Ig. DW Collers 5d,086 did, I 5/8" Ig 6d .092 did, 1718" Ig, 8d.113 did 23/6' Ig W ! 0 C, .0 C. 0 -0— O;DD OOt, 'u 0 �-:Pf p Oi io 0 0 0100 0 C) (1_; Lu V >r, C4! V V, V, V, -V- ti co 1 1 4 z cr CY cr cr. jtr cri try 0 .7, cp w 1 It 0) r) 0 cp Cj) C> 0) a a V. CY a, a" L 'co (2) ol e1a; I= I C) a 'mss cl) L" rw cu > V) '- --I I —*,- - — — -�; ;; - - --e .- v); L,3 V) v) V) vj F), > ca 'Cifrz 03 : w 7- cr W)t7 VI m cl m C? c) <1 0 V, i—I (t� 3) 0, Iip (9 "01 rok a (b) (P. C9 0 3& C6 SF j;.5 IC -6 06. C6 if!p 19 T SI? 0 <v Cv C2 1 t .,v (NI 7 i tv CV ct, cv, Ev -01 Vv W N ru cu Ct ii vi v3 '3 V� 1,4 V) -A t4 A A; I C cr 0 1-,11 (0 0 o 0, ru-) "!,a (D 0 Q (8" e 9? �s,, - -11!cr LIJ -jcr crt;0- a" cr i!CV a;v Ir cr rx rr Lt rr Zv -:D c)—cm ICU CD Cv;: ai ti CAI cr C7J C7i ry cr cr cr cjr, cr tir fcr tr, 0, c) > 0 to OH cr) 0 CA CL a w 03! CLI M;'1103 cm w I,-) C' Ll H I'm co co 'D Co0, V) V) kl*. VI V, S^, Pq V) J,. LIJ al C%) , at. nS IN Nf CO, cu. iL LU CI "CO IIIcu LU 1, V 01'. uj tv..0 0 W LLI C) ;IW LU Gr to IIJ ,Lt# Q 9 Q 0 > C-3 "n ca 6'. t W AM 0 Oil w — T u I n x �D) ui va I ILI -i -L w., r3 S I LU LLA ul III 0 C) 0 0 G: :0 -4 -,j Uj cr) W Ca C%) m 0 X 1 . 0 --- — m — I (n R x c 0 N .74! S UJ. 0 wj co 0 0 d 70i 0 CO:i 0 L W, Ra a mf -q >e, La L t- 0 IL- (n 9 i 0 iY: Tr 1.0 -a! m -01, 1 us 0. m 'X LU 0 Im al x x x -0 . 0 x 0 n - LU F n 0' x �K c) C3 C.), a lu Im uiQ Oi, (-) u u 0 w to -D .0; U ul 0 Q) Lus i'll t Oj Cin ty W 0-:17 b v C7 A C.) -1 t. —11 m CW Its 0::n t7 cl C,') cs C1 7 0 a)! C-1) Cl IV cu*: c-, M 97, ka 4:7, cl i JJ r_) (0 cv 0) t, a) c=l -i oD o LLI ifljj<�> W;:" Of V) v co M. i Ds I m -1, -'.1 0) 0) (V tp M tr '.2 cr x v. (v Cil (Ij -tI- CI) VI C) <0 cr --1 a) to!! V, m V) 'a W > 913 U4 V3 w 'P 7 tuHr T Ir. 11P 11-u AI LL, .0 -iO Eb C,1;6 6 ca w a) 6) I HOLDOWN SCHEDULE ALL HOL DOWNS ARE SIMPSON STRONG TIE U.N.O, FTOOTING/SLAB HOLDOWNS SINGLE OR DBL POUR 2500 PSI CONCRETE H.D. H.D. A. -B. STEM NAIL / SCREW LOAD WOOD NOTE TYPE NAME TYPE WALL BOLT READ. CAPACTY MEMBER A LSTHD8 N/A 6" 24-16d SINKERS 18'15 2-2x 8 STHD8 N/A 6" 24-16d SINKERS 2210 2-2x G STHD10 N/A 6" 28-16d SINKERS 2880 2-2x D STHD14 N/A 6" 38-16d SINKERS 4205 2-2x E PAHD42 N/A 6" 7-16d SINKERS 960 2x F HPAHD22 N/A 6" 9-16d SINKERS 1315 2X G HPAH13224P N/A 6 12-16d SINKERS 2030 2x H PH132-SDS3 S8TB20 6" 10-SDS1/4x3 3610 2-2x 5/8"-A307 J PHD5-SD83 SSTB24 6" 13-SDS1/4x3 4665 2-2x 5/8"A367 K PHD6-SD83 SSTB34 6" 18-SDS1/4x3 5860 2-2x 718" A367 L PHD8-SDS3 S8TB34 6" 24-SDS1/4x3 6710 2-2x 718"A367 M HD8A SSTS34 8' 3-718" 7460 4x 7/8" A307 N HD10A S8TB34 - 8" 4-7/8" 9540 4x 1" A307 O HD20A 1 1/4"x36" 8" 4-1" 13380 6x 1 1/4"A307 P HD15 1 1/411x36" 8" 5-1" 15305 6x 1 1/4" A307 f1 b G . r co 0� co cw cg Q , Lll � Ll j S C3 '. �J cT) b K7 o c� O C)i G O ct) Cv o a Cu N L a�l col co n r; a>j �� T c o cu n1 m fav ?i M 10 (''1 C<, M Q) v y v UJ t11 L!J U.JI Lu x ��' Ci; 7 GO 0 N Cu N CV N <U V.` xy n�j ~�- M W N N to � � a U U a � C), va ,:5 xi 0 m co to y c2i cz� u m ni C .Q �� L Co m z C) X LLJ x m rn co m m m �� r> a y y ,. S S S S S ro S CO N C 1) V V Q � D N s CC SO M M M M S9 CIAb D Q to p a L• ±•' `� or tco 1 O w Cl O aAi N Ca) N N io 0 = L7 �: X 0 Q U? �_ > 1] > N N N. U S3 .0 -0 .D D b(13 S L AT C1 .2 C) S Z L_ Y c" S, 0 u :.0 4) r.) [3] > -�-1 _tt . Area; Height & Date: Mar 26 2003 Firm: AEC Group Job: Barrett fay: Larftnrier AIA CSI FLOOR PLAN AREAS & SHEAR WALL GRID SPACING X-42hilch grid Cnarinn anA Clnnr Dean fl .nf;a6i Q .M a4 C—;k 1 —L ' Page1 MaxQuake All Rights ReserSed f Leat Construction Design Software e8r Wall Spacing 24 F ack . oEstablish Dead Loads (Ibs/sf) Right - Roof Roof Interior Wail Roof Floor Roofing 3 2nd FI/Rf 24 R Overall Sheathing 1.5 Framing 2 4rea Area Wall Width 1st FI 2 Int. Finish Snow Other Roof. 2A _ - 6.5 6.4 576 48 24 Gelling 2nd FI/Rf Roof at 2nd FI 24 Insulation 0.5 Exterior Wall C. 1st Fl. Framing 1.5 Ext Finish 6 L to R Gyp. Bd. 2.8 Roof 4 Other Framing 2 HzPmj 2nd FI/Rf 4.8 Insulation 0.5 hRe= Floor Gyp. Bd. 2.2 1st Fl. Flooring 4 Int .Flnish 3,75 Sheathing Roof Other hki= Framing 3.5 122 ' 2nd FVRf Insulation • 0.5 58.25 Other 1st Fl. WI Area 10 We= Roof FLOOR HEIGHTS & WIND AREA 2nd FI/Rf *Establish Floor to Floor and Roof Heights (ft) - M -z Roof Roof Floor 1st FI Pitch; Height Height w12 LA Roof L Plan w/ both 6'N,5% Roof of PlanX? Roof Area 5 5 2nd FI/Rf 2tid FI/roof L vRe 1 st Fl, A 2rid FI Depth Roof Roof Area 768 FI to FI Height 8 - 1 st Floor 2nd FVRf Floor Area' 1st R, Wi Perimeter 1st FI Dp - S If Slab S tont Roof Roof Block Area Overall Depth 2nd Fl / Roof Roof Block Area Floor Block Area Perimeter Wall Overall Depth 1st Floor Floor Block Area Perimeter (Nall Overall Depth Typical Overhang Z= hke= hRi= 24 Overall Depth of Roof at Ind A 768 24 Z= 3 hke= 3.75 hRi= 56.25 We= Wi= 576 48 24 Z= 3 We= 48 Wi= 144 Oiz, dim., or 4001, of ht. but not less than 4% of least horiz. dlm; ©1995 Archforms Ltd Latetal Load Analysis & Q99.0=67, Construction Design Software TYPICAL DEAD LOADS F oEstablish Dead Loads (Ibs/sf) Right - Roof Interior Wail Roof Floor Roofing 3 Gyp.Bd 4.4 3lock - Block Perim Overall Sheathing 1.5 Framing 2 4rea Area Wall Width Framing 2 Int. Finish Snow Other 768 2A _ - 6.5 6.4 576 48 24 Gelling Roof at 2nd FI 24 Insulation 0.5 Exterior Wall TypOH Framing 1.5 Ext Finish 6 L to R Gyp. Bd. 2.8 Shear 1.5 4 Other Framing 2 HzPmj 4.8 Insulation 0.5 hRe= Floor Gyp. Bd. 2.2 Flooring 4 Int .Flnish 3,75 Sheathing 2 Other hki= Framing 3.5 122 ' Insulation • 0.5 58.25 Other WI Area 10 We= FLOOR HEIGHTS & WIND AREA 48 *Establish Floor to Floor and Roof Heights (ft) - M -z Roof Roof Floor 144 Pitch; Height Height w12 L Plan w/ both 6'N,5% Roof of PlanX? Roof Area 5 5 2tid FI/roof L vRe - A 2rid FI Depth Roof Area 768 FI to FI Height 8 1 st Floor Floor Area' Wi Perimeter 1st FI Dp - S If Slab S vRe 528 Ave. Sill to FI Ht Lase/-Qrgvv1 31 A 624 Flow Area 578 Wind Ht@Ridge 13 Slab/Foundatior WI Perimeter 96 Wind Ht.@Gable 10.5 Ridge F to B , L to R Mean Roof Ht 10.5 Ruris? t at least aft. HI ' ? Y Y t, O ^ 1 V1 17 C3) Ci } C ; �j H � L? �_+ C..7 71, G iI is c i• 7 aI l.) t I C �- 173 4J CO -U ac a S1 I rJ m v o� a1cv m co cv CIOno '!„•. T �, LJ C+a � U R' � -f} Q tom) N 17 b• to '� �,! nI V:.� CT) .tr. �� �:� i- �b) 7: _j O G. t. Q N �I +u .tS s� J^ .0 a a. �j .cl (vj u b a L� W Ai Yr CO 11 cu� Cf py �1 CLIA t i► 'y� L7V . .� at r, xzT R rI '� c.1 Ou �.�cn sI, -� �I c ;' cv «, L]dfii , 1} � M 'n iJ' RI tD 6 9 p tt if ►j LU LJ C>tv Cl w CO VY W �.7 N _•a to lij Li ul ;;, to is N Ql Q m N G'7 w o . i t la X37 iS c .�i �► _..._.�..:........N..,.... ...�. .. � CIAJJ j U r N� rtl Yi�.i� �tti�• JJ %1 ��, 17 �],C„"� tYl w It :ll��.:. .1,.1� � G Co. Lateral Load Analysis Date: Mar 26 2003 Firm: Jobe Barreft FIV.- SEISMIC v: Page 2 MazQulake ®1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & SEISMIC LOADS UBC formula (30-10 Force at Level x = V (V&)(HtxySum(Wtl)(Hb) -Establish Dead Loads - Ht is measured from plate to foundation - E=Eh*p (30.1) Mat. Weights 2nd Floor 161 Floor Base Level Item DL(pst Area,(sf) DLpbs) kea(sf} DL(lbs) Area(st) DL(lbs) Wt Roof 6.5 768 4992 Wt Cell 4.8 576 2764.6 Wt Ext WI 12.2 384 4684.8 Wt Int WI •10 Wt Floor 10 Up Roof 2 Sum 2nd Sum 1st 124411 Base interior wall default: 10 psf of floor area 528 624 Sum 2nd,Ist & Base 12441.6 -Distribute Weights to Various Levels - Tributary Weight Wt Roof 2dd Wt Ceil 2nd 1/2Wt Fad WI 2 Wt Int WI 2 - Wt Floor 2 Wt Roof 1st Wt Cell 1 1/2 Wt Ext WI 1 Wt Int WI 1 Wt Floor 1 1/2Wt Ext WI Bsmt Wt Cell B*t _ Line Sum 12441.6 W= 12441.6 Roof 2nd FI 1st FI Line , Line Una, 4992 2764.8 4684.8 Wt Sum 4992 2764.8 4684.8 BUILDING CODE -Select Codes 96 BOCA 97 SBCCI X 97 UBC 1 -Determine Base Shear UBC Section 1680.2 Zone 3 Fig.16-2 Seismic Source Type B Table 16-U Soil Prof SD Table 16-J Fault Distance 20 . in km to Seismic Source Z= 0.3 Table 164 Ca= 0.36 Table 16-0 1= .1.0 Table 16-K Cv= 0.54 Table 16.1 T= 0.12 Formula (30.8) Na= 1. 00, Table 16-8 R= 5.5 Table 16-N (Tied to Pg 9) Nv= . 1.00. Table 16-T -Distribute Shear to Various Levels- UBC formula (30-10 Force at Level x = V (V&)(HtxySum(Wtl)(Hb) Ft assumed = 0 Ht is measured from plate to foundation - E=Eh*p (30.1) Mx Ht x (W)(HQ Fx p F to B ,p L to R Roof 2 , 2nd FI/Roof 1 12442 8 99533 14$4 1.00 • 1.00 1st Floor 1.00 1.00 Sum _ 12442 8 99533 1454 .WIND LOADS *- - •Wind Pressure UBC Section1620 - P=aslwCeCq Vp 75 Figure 16-1 Ex B Section 1616 Iw=Table 16-K qs 12.6 -Table 16-F Ce 0.62 Table 16-G hCq 1.3 Table 16-H, #2 vCq -0.7 Table 16-H, #2 Ph= 10 Hz. Force" Pv= -5.468 Vt. Farce (psf) -Total Wind Load In Each Direction At Each Level (Ibar GOVERNING LATERAL LOADS -Maximum Total toad in Each Direction At Each Level (ibsy- Front to Back Side to Side Roof 2 formula (304) (30-5) (30-0) (30-7) E= CvlW/RT but not > 2.5CaIW/R but not < 0.11 CalW lone 4 not< 0.8ZNvIW/R 10471 2036 493 E/1.4= 1,454 Ibs E/1.4V 1612.3.1 fdrmula (12-9) For Co A 2nd FI/Roof 1 1,454 Seismic 1,454 Seismic 1st floor Trib Area F to B . Trib Area L to R , Wind Load End Z interZ SumP*At End Z Inter Z SumP*At F to B, L to R Roof 2 Roof 1 4 56 609 4 56 609 2nd FI 609 609 1st Floor Up Roof 2 Uplift Up Roof 1 528 624 Uplift 6,300 6,300 GOVERNING LATERAL LOADS -Maximum Total toad in Each Direction At Each Level (ibsy- Front to Back Side to Side Roof 2 formula (304) (30-5) (30-0) (30-7) E= CvlW/RT but not > 2.5CaIW/R but not < 0.11 CalW lone 4 not< 0.8ZNvIW/R 10471 2036 493 E/1.4= 1,454 Ibs E/1.4V 1612.3.1 fdrmula (12-9) For Co A 2nd FI/Roof 1 1,454 Seismic 1,454 Seismic 1st floor A ^ 0 L LV a co �L coCU �L ' a • rcuo �J N 7 All - vl • p a � u V L c) t_• d aryp 53 a ti; � N cr cr V z co U rte, � -�.� �: , Q ✓' `13 eg P. m o- A d co V I ^ 0 L �N ti fJ co �L coCU �L ' a • rcuo a OP N - vl • c) t_• d a co N{ to V z co U rte, � -�.� �: , Q ✓' cl a eg P. m v J �i=• Cl cu LULY "1 n ro p Ga / ~ r G G a d co V I �C't ti � {y� � ET• v; vi �i b7 �. Z -1 --1 • i .4 -1 N J1 07 a, I- Cid r: �N ti •� p coCU �L ' a • rcuo a OP N - • c) 4 a co N{ LJ V rte, � -�.� �: , Q ✓' N eg m �C't ti � {y� � ET• v; vi �i b7 �. Z -1 --1 • i .4 -1 N J1 07 a, I- Cid r: CX 0 t �N ti •� a • rcuo . OP N - • c) a co N{ Yl v t�7 d -•, is _J t_ /v N eg m ro / C [V CX 0 t Shear Wall, Segments Data, Lines 1-8 p80e 3 MaxQuake ©t05 Archforms Ltd. Dab: Mar 26 2003 Firth: AEC Group Aii Rights ReswVed Lateral Load Analysis & Job: Barrett . BY: . Larry Wamer AIA CSI Q".03We7 Conshuction Design Softare Line 1 lune 2 , I Line 3 Line 4 .Line 6 Line 6 J Line 7 • Line 8 Segment (Seg) names al appear to shdw possible quadrants (q). Remove Segs not used. Move and add 1,2..,to denote multiple (m) segs in a quadrant, ia., b2. Sea Variables : Sei i lath. Ht' Sea hdht ca 1). B: Beadn Wall? - B --yes. E/I:, Ext. or Int. Wall? - E= I' -Int. S: Stacked' above same row. & S 2nd Seg Wall Variables Seg Wall Variables Seg Well Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Vatiables Level Ht B. Ell Oft La Ht BEA q&m W Ht B EA. OW Lg Ht B Ell q&rn Lg Ht 8 Ell q&rn Lg Ht . B Ell q&m Ht B Eli ,q&m Lg Ht, 8 E /I . 1,2,3.: ' • . will Lines ' Ruh From Front to . - sum Syst_ ' sum Syst sum Syst sum Syst sum Syst suni Syst sum Syst sum Syst ' Back r A W 4 fat Seg Will Variables Seg Wall Variables Seg Wali Variables Seg Wall Variables Seg Wali Variables Seg Wall Variables Seg all Variables Seg Wall Variables Level q&rn Lg Ht 8 Ell S O&m L Ht 6 Ell S q&m L4 Ht B Ell S 4&m Lg Ht B E/I S q&m Lg Ht 8 Ell S q&m Lg Ht, 8 Eli S q&m Lg Ht 8 Ell $q&m Lg Ht 8 Ell S a 6.'8 BE a 8.5 8 BE sum 8 Syst SW sum 8.5 Syst SW sum Syst sum Syst sum Syst skin , Syst sum Syst sum Syst Base Seg Wal Variables Sag Wall Variables Seg Wall Variables Seg Wall Variables Seg Wail Variables Seg Wall Variables Seg Wall Variables. Seg Wall Variables Level q&m L. Ht B Ell S q&rn Lg Ht 8 Ell S q&m L§ Ht 8 ER S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht.8 Ell S q&m Lg Ht 8 EA S q&m Lg Ht B Ell S sum'— Syst sum' Syst sum Syst sum Syst sum Syst sum sot sum__._ Syst sum Syst load trans to adi fine 11bad trans toad] line Shear Seonent He' ratio is limited to 2/1 for Odoe blocked einel. 'HULa >2 fimir appears if.exceeded. See. Code Ch.18 fot Ht/Llimits.for, other as$embllies. tnr' W , t �.—..t , N � i ...�,� ....., ....� m � i � • I � � real � 'i' iV � !_..�w EX = .yy cr LIVai In cn 111 tNL of •; 10 1 � s :v Ica CO N t? Q -C7 in .ty :1 •f3. S ia N i Icri Vt n,7_ °4 a fu w PP71 'Lf N ."a t'R -^ � u W �ij 4, It cv ti t a U' N i� I tVui Cul 1 2 ty s „,j v sa SR cn co of 1 r a A u c t , t , Shear Wall, Segments Data, Lihes A -H Page 4 MaxQuake vers Archforms Ltd. All Rights Reserved Lateral Load Analysis & DOW, Mar 25 2003 Firm: AEC Group Job: Barrett 01C. Latry Warner AIACSI 499.03We7 Construction Desl n So re Line A Line i3 Line C Line D Line Llne F Line G ILIne H - Segment (Seg) names 1-7 wear to show possible quadrants (q). Remove Segs not used. Move and add.0—to denote multiple (m) segs in a quadrant, ie:, 2b. Sea Varl s•'.loth. Ht Sea habht Do 1). B: Bearin Wali? - B- es. Ell:. Ext. or Int. Wall? - E= 1=Int. S: Stacked Se above same row. &:5" l . ' Nd Seg Wa11 Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables . Seg Wall Variables Sag Wall Variables Seg Wall VaF{ables . Level ' q&m L , Ht B Ell q&m Lg Ht B Ell LO. Ht BEA O&m Lg Ht 6 Ell m Lg Ht B Ell q&m Lg Ht'B Ell q&m Lg Ht B Ell Orn 6g Ht B Ell A,B,C.. Wall - Lines Run From Side to sum Syst sum Syst sum Syst SUM ^ Syst sum Syst sum' Syst sum Syst _ 'sum Syst Side } list Seg W611 Variables Seg Wall Varia les Seg Wali Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables =Seg Wall Variables Level q&m Ig. Ht B. EA. S 4&m Lg Ht. B, Ell S q&m LO Ht B EA S O&M Lg Ht E/I S q&m Lg Ht B Ell S g&m Lg Ht B EAS qW Lg Ht B EA S 4&m W Ht BEA S 1 8 8 B E 1 4 8:8E 2 4 8 8 E sum 8 Syst SW sum 8 Syst SW stun Syst sum Syst Sum Syst sum' Syst sum Syst sum w sot Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg W' d Vtlrlables Levet Orn Lg.. Ht B. E/I $O&m Lq Ht 8 EAS Ht B EA S Om Lg Ht 6 Ell Sq&m 49Ht B EA 9 Ht B EAS m - Ht _B E/I S H( -.B EA S sum Syst sum Syst sum syst sum Syst sum Syst sum Syst sum Syst sum T Syst load trans to adj line load trans to adj line I.ShearliMnt HeightfLenO ratio is limited to 211 for edge blocked pan&= >2 Ilmif awears rf exceeded. See Code Ch.16 for HIOU limits for other assemblies. tit Ift Ell Zi U7 C, 'COO mi, :cQ W. rom ev cu F— C3 uj cx km <2 ul as Nv � co C-3 L. uj ro co N tl! cu 103 'E. -3 q Q, tn C) r7 cv ?U ift ?i ILL m ri" tj ) 03 LAJ I Sr co co :V M vt to CV1 a 2 uj:m �2 cn 51 cv rT co 01 JW OV ca U) 1 44 cn % ;�� 4�-1 kL A wng A wns A wng . A wng A wng A wns Awns - M A wnS A WAS • A WAS A 1us8 A lu" A WISO � MUSS A IME OMP A =J G11oge A a BAOgIR A w SAW A =J GAW A =J eAOP A =J £L•0 BANE A =J UO GAOMB A 4 L Bull QmA 8 JD 9 Sql 108A 140 S Bull OBA 9 m b 8411 0BA 9 m £ Bull (PIRA P m Z WHOM £ Jo t Bull (PBA Z Bull (PBA (9'vcw xIRw q /OZ Z ;d W40 Val wm ' S W10 Wei 4/M W10 WLI WmW10 Wa WM WS W10 Vfd II/M S W10 ` Vid WM S W10 m P/M VV10 WN lam S IB�'1 AWS % MIS % MIS % M/S % M/S % MIS % 09 09 WS % 09, 09 MIS % me A wn$ A wng A wng A wng Awns, 'A tun$ CL-O Awn$ s £L q A wng S A ABI M A 49114 A ABI lel n AGi PI A ABI M A AGI isl UO A A81161 LCO EcQ A Ael M p-o GANG A =J GANG A r OW A a Gno4e A =J OW A a OAOcP A :4BAOg8 A =JGAoge A� 001 L Bull 109A 9 J9 9 Bull 08A L JO 9 Bull OA 9 m b Bull.08A 9 m £ Bull (PBA 0 Jo Z Gull OA £ Jo l Pull fPsA Z Bull (PBA 4vM1/ _ xew 4 `/OZ-Z rd Z91 6V ££Z @ Z8'9 L£-9 ££Z a *IW OS No WPI 8/M bag W10 W?! 9/M S VV10 WH v/ffi on W10 Nil! #l/M gas, KILO WH Wm S W10YM. Wm bas W10, Ml WM DOG KILO W21 Wm , S9tatu484 NUS % AWS % AWS % MIS % M/S % ANS % 09 . 09 MIS % 09 09 AWS % A wng A wng A tuns tuns A wng ' 'A wnS A wns A wns A IeAOI PuZ A"PuZ A IGABI RZ A IBABI PuZ A 19Ael PuZ A 18m.Puz A IBAPI PuZ A ISABI PuZ L 8411 fPsA 9 � 9 eUll (PBA. 1,199 Gull (PIRA 9 m b Bull 1PRA 910 £ Gull (PIRA b JO Z Bug (PDA £ m 6 Gull IPOA Z Bull (PIRA IBM A / OPA A-J MS W10 Vfd WM 68S MO M WM 509 VUO WPI WAA DOS W10 IAW U/M BOS W10 W8 8/M .. S W10' M WM S W10 MI WM Beg W10 M VIM199 IBA9I S % MIS % M/S % ANS % MIS % MIS % M/S % AWS % A*AMBA+.PGA MSS %u'1 u1.PB U 4�AwnS �' ,Aw S �IZ2v.1diRM a 4Wd+► 'ABI WAS 11Uu� wnS V�! , dU wnSM , g1 10 - =Awns =A =08A AWOU j VS I.1 =Volo 98-.$.19'A jI ord mous-',/A, A -Wm =% PUN =% pies oWo j e Bun 1 sun - 9 Bun s sun v sun £ sub z sun i sun IIRJ m aJ'VAWOS U1118aa UOPMPuoa LeM£0.6 ID iso vid Je, BAA gl • s ll"e9 :4oP 8 SIGAIeW Pool leaapi- �Gseb g415rd uv 0n0JE) 03V . :UUW SON 9z Jew. Iowa *RrI sw.jojga iV 9661© 03JUNIOXIIN 9esIRd ;uswoW 6uluanqj9np'l8 uopngi. iq peon jeja;ej < < C%f'Cc) cu I> ot, n�) =. L o 9., < < 0 < cc 16 12, < 77 0 03 C. ca < 1L < CAP ztr Ln 0.0 91, <<C+ ca I C. CU < it CQ to W ZII 13 tn lco IR C3 < C":p 0 CIP w db C UPC 1 < C2. < < <<i? cr, co < cu cr 0 C At j I COO cn LI 417 VP LE ;a .4J A w. S A Wns A WnS A wng A wnS A wng A wng M. A wng M A 1UP8 APSE! SE! A IMS A PISS A was MISS -A PLASS A PSIS SAM A =J SAM A =I SAM A = GANG A a 000 A =J SAM A *J £L'0 SAM A =a £L'0 SAW A W 0 0411 IMA 1+03 Gull IPPA 043 Bull (PPA X100 Bug 4BA 3x00 8ull IPPA OMS Gull [PBA 310V Bull IPPA 6 Gull IPPA (9'vcw . xe(u J) /oz-z od W10 WM PNM W10 Wa P1/M` W10 WM PI/M W10 WM it1* S W10 W8 WM S' W10 M Pl/M S W10' PM WM S W10 W8 U/M I�►e'I MIS % /WS % M/S % MIS % NUS % . MIS % 09 09 M/S % 09 09 MIS % me A wng A wng A wng A wng Awng A wng' £L'0 � A MS s ECO A wng s A AM PSL A AGI PDP A 01 PI, A A91 PSP A A91 PGL A AGI PSL £L'0 A A91 is6 £9'o £L'0 A AGI PSL £9 OW A r ONM A =J SAM A =J GAM A =J BAOge A =J SAW A --J SAW A SAW A =J 004 0 Gull IPDA f{!OJ Gull IPPA 0103 Gull IPDA X00 Gull 108A 3100 Gull PA a108 Gull SBA 010V Gull (PBA 8 Gull IPPA (91v4M xew J) /oz-Z ¢d " 1,6'Z 69'1, MZ 'P P6'Z 69' 6 E£t 1, Z8'9 K'9 EEZ 6 OI4)SISS W10 VM PNM Sg W10 VjH PNM'Ogg W10 WM PNM099 Vti10 WM PNM099 W10 'Wa WM S W10 , WM PNM W10' WM WM $S W10 WM `WM {aAOI MIS % MIS % M/S % NUS % MIS % M/S % 09 09 M/S % 09 09 NUS A ng A wng A Wng A wng A wng A wng A wng A wng A ISAGI PuZ A RAM PUZ A JOA91 PuZ A ISA91 PUZ A IGAGI PuZ A IGAGI PuZ A I9Aul PuZ D/A {anal PuZ 19AGI A 0 Gull [P9A WOO Gull IPBA CO3 Gull IPDA .4ma Gull IPSA PO Gull D)RA aloe Gull IPPA 3mV Bull IPBA 8 Gull (PDA 1OW84 A Sweat 10401 A / MIroP. 118,m A=J ms W10 W» 4/M an W10 WM PNM` Ogg W10 WPI )J/M Des W10r WM P1/M69S W10 'Wa WM.UGS W10 -WM �/M WS W10 W21 WM Bee Wlp WM ; WM DOS IBAGI , NUS ° S % M/S % % MIS °/ - MIS �o M/S % MIS % UZ A+Aqe A )m�u/47o l ul IP, B w04 Awng d .A nS lzltvbljm, 'A91 wnS MUM LungN UM 91A M8 um SM V QIA IjisIQ =AwnS =A =IPPA WGuA NS P 4111098'..S.'0^11 =V40 MOus*'dm- Jl ZWM =% P41M =% Slag 9WoA Houk, !D Pull A 91,111 3 Sun a aura Sun V Sun iomri 81EN 6s Ualsoc u01an4suoo LGM£0.66D ISG VIV JGW0M A491 :fig {Peres 7oP I SISLIBW pool leim PON2802I s OIN IM dnaE) 03V :WJIJ Eooz 9Z JUN :spa •pjrj stuaojga iVs6sI © aijnnoxioN 9 esu juawow WimpGAO I uo.qnqMsirD peon leaa gl 0 t C"i co cu N, p ell CID �; t�<.<.t: + + L% - " u 9 O tsr a t C) !o " to t� s. cAl tU r�y7' � iv ✓� tv Ct of 4y tl .'�+ JI '�•. /�., a.. GD a `fid+ i3 co �uin< f� "'lea LU t N C1 11 � 1CS.T }o �. •. r�? e� �. � a� N� .r, '=Ile <h ,O <Gt tri o 1Q • G<� � C-<, d L; e`�� "i � Nm<g 115, �g� `•TS cv1-5 loorl �O of < G •4V <.� cu C`J i -=i t-� i.7 g` rte'' _+.�• "� 03� m Yi n r 3: a N to V Lni • .... ci CF , �+; i � ` � ;�• • w r -1k -44- iV CD N �i < G w C) 4, cu u cr 1 `? .meq cc iv < i,�<r�� tv i4 �� vilG- Cl) -r Ij U 4.a�rarc -+"rte �..ais�wn" a.ni+awp )i.-. Cil Y '�6 FLS +"1.. h Cr Im ' `•� .C3 to S� CD �• 'C q 'C gl t 4 C• :a •�.+..i.we#� w.:.....+....+�e L- m tv'L. •-► C .0 0 t Down Req�tremente a 1VtazQuake Archforms Ltd. _Hold All Rights Reserved Lateral Load Analysis & Date', Mar 26 2003 Hrm: AEC Group Job: Barrett By: La Wamer AiA CSI Q99.03We7 Construct!on Desl n SAvare ILine 1 Line 2 ILine 3 JUne Uplift = Overturning Moment (OT M) •Resisting Moment ('RM) / Segment MIniniurn r ' uQed Hold Down D T is ted from H 1 n 41all 4 Length (Seg Lg). Strap Schedule on Line 5 Dade 9.. Line 6 Line 7 Line.8 nd Level HD Uplift T HD, S Uplift. T HO S Uplift T HD S Uplift T HD . Uplift T DHO $ Uplift, T Seg, Uplift T HO S Uplift T 1,2,3.. Wall Lines Run From Front to Back Shear(pif) Wall TYpe Shear(ptft Wall T SheatWQ Wall Tip'sWall Shear(plf)Shear(pH) Type , Wail Type Shear(ptf) Well Ty]*. Shear(plf) Wall Type Shear(p11) Wall Type Roof U ift,irom Side to Side resisted eft and Ri t Ext: Walls UPI ift . Rf 2. Ext WI; U lift Detail, Rf 2 & Ext WI NA gt Level HD qjN U INt TIM HD Sag Uplift Type HD Sag Uplift Type, HD Sep Uplift T HD Sq Uplift . Type HD Seg Uplift. Type HD S, Uplit Type HD Sea Uplift T a a 251 A NA Shear(plf) 91 Wall Type A 6 Shear(plf) 112 Wall Type AA Shear(pif) Wall,T Shear(plf) Wall Type Shear(pifl Wall Type, Shear(pif) Wall Type Shear(plf) Wail Tvae Shear(plf) Wail Type. Roof Uplift from Side to Side resisted by Left and Right Ext Walls Uplift S old -Downs must run continuous down thtough the Wall below the Foundation. If no (pit) Rf I @ Ext WI 62 Uplift Wall below, tle.to Beams sized for Hokt•Down 3elall @ Rf 1 & Ext WI A T Point Loads. BaBB Level HD Seg Uplift TM HD Seg Uplift . Type HD Sag Uplift Type HD Sag uplift , T HD U ift . Type HD ll lift, Type HI) Seg Uplift Type HD Seg Uplift T Shear(pHj Wali Type Shear(plf) Wall Type Shear(pift Wall Two Shear(plf) Wall Type Shear(plj W411 Too, Shear(pio Wall T Shear(plf) Wail Type Shear(ptf) Wall Type Shear pet Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum 1) / Lineat Feet of Shear Wall at that Una & Level (Sum Seg Lgth) Minimum required hear Wail Construction or Shear F ' for Wall T I is setected from S WaII.Sched 'le on P 9. , Page 7 ©1995 Shear Wall and Shear Wail and Hold Pown Regoirements Page 8 MaxQuake 01995 Archiforms Ltd. All iilghts Reserired Lateral Load Analysis & Date: Mar 26 2003 Firm: AEC Group Job: Barrett BY: I.Orry Wamer.AIA CSI . ftwa O".03We7 ConsbWel Design Sore A Line B Line C. Line D Line E Line F Lina G Line H ILine Uplift = Overturning Moment (oTM) . Resisting Moment (OM / Segment Length (Seg L9)• Minimurn ' uired Hold Down D Twelectad from Hold-down and all Sho Schedule on )aae 9. d D H H D D Level 8 lift T U Iift type Sag Uplift Type Se lift Type Seg Uplift T Uplift, Type Seg, Uplift Type Sag Uplift Type A,B,C.. wall Lines Run Froni Side to Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shar(plf) Shear(plf) Shear(pll) $hear(plt) Side Wall Type Wall Type Wail lype Wall Type I Wall Type I Wall. Type Wall T Wall T Roof UDIA from Front to Back resisted by Front and Back Ext. Walls U I , Rf 2 11 Ext WI. Uplift Detall Rf & Ext WI - NA st HD . HD HD HD HD HD HD HD Level Seg Uplift Type teg Uplift Type Sag Uplift T Sag Uplift ; Type Seg Uplift . T Uplift.' Type Seg, Uplift Type Sag Uplift 1 1 331 A H1a r 2 331 A H1a Shear(plf) 91 Shear(plf) 91 Shear(pit) Shar(pif) Shar(pif) Shar(phl Shear(plt) ' . Shear(ph) Wall T' A 6 Wall Type A,6 Wali TYP9 Wall Type Wali Type. Wail TM Wall T Wall T Roof Uplift from Front to Back resisted by Front and Back Ext: Walls _ UpIIftW Rf I @ Ext WI 62 Uplift Detail @ Rf 1 & Ext WI A T S old•Downs must run continuous doom unh the Wall below to the Foundation. If no wall below` tie to Beams sized for Holt -Daum oint Load. Base HD HD HD -HD HD HD HD HD Leve) Sq U o Ilft Type Sag Uplift . Type Seg Uplift Type Seg Uplift . Type Seg U ift . Sag Uplift T Uplift Type Sag Uplift T Shear(plf) Shear(pit) Shear(plf) Shear(pl0 Sharo" Shear(pM Shear(ph) Shear(OM Wall Type I Wall Type I Wall Type 1. Wall Type, I Wall YM 1 WaIlTyp I WaIlTyp I Wall Tyjw Shear per Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V) / Linear Fat of Shear Wall at that Line & Level (Sum Seg Lgth) Minimum reQuired 6hear,Well Co n or Shear Frame for Wall Type Symbol is s0lected fiom $hear Wali Schedule on 2019. • }^may .2 1 :moi ( �"'+ _ts%y,, � _� . ! a' c• cu Ya7 1 C � L� M• �� 1� f ij AiI s '.w1 �h CS• l{y �.,_, is •,.�. r t,.c�, ' � � i �• rs'c �. �:G-; � t � ._; eta 1 � v", N t��! �:E to in =S' 8. ' LUto I i p t1�1 f vim, sl ��. 7�' ,rC •''" H . �L o. �: LU Z N u 4 H J LT afir"" * E x .--- 00 + � 1 oJj to G� z; �• jlfj m :v N r -s CJ LU UJtil 33m) G d =6 Uj! aUi C, 3 to D M cr CO r' tb FF iQ cr ii t k' t: �# ZI tv RL ti ca R ' : J. S S. ILI CA � r t i7s �YJ 011, .S jt MT , Wali and Hold Doom Schedule_ s Page 9 Mar 26 2003 Firm: AEC Group SHEAR WALL OPTIONS: Place an "X' in the appropriate shaded block. S iai Zone Hardware Mfg. Wall gaming Material X No[]Other Simpson X Doug Fir dr So.Pine Los Angeles AreaKC Metals Hem Fir (s.grev.<,49) USP-SiWNKant 3.1/2" Metal Studs 94 UBC (Apx.C) To Customize, Overwrite Schad. on Apx. C below Other (See Apx. C) WIND AND EARTHQUAKE DATA 97 use MaxQuake ®1ST Archforms Ltd. All Rights Reserved lateral. load. Analysis & Select only one option under each heading (except System when using frames) ftear WAIT System P IPS Wall Sheathing Fasteners X SW -All Plywd or PS X 3/8'or1/2' CG or CD Ply X 8d SW-Gyp,Stuc or Ply 3/8'ort/2' Stud I Pty 10d HF- Hardy Frame 3/8'orl/2' CD Ply 6/08 14ga Staple SF-ShVson Fraise 1/YF.-xt M,S/M4 Prtd Bd 1° Screw ZP -Z Frame Other SheathinglFastener Combo (See Apx. C) SHEAR WALL SCHEDULE Importance Fact. 1 Source Type B Type Load Sheathing Nail Rohs Nail Lag Clips Exposure Cat. B Fault Distance 20 Symbol (plf) Material 8d 5Vk12 16d 1l2" A35 Wind Pnos.hor¢. lost 10.16 Soil Profile SD GFi* GF:140 GF:480 GRAS0 Wind Pros. vert. Dsf AV Factor Note 1,2 Note 3 Note 6 Note 7 Note 6,8 Note 91,Amnse 0 NA construct well as speWd per symbol or any below WALL HOLD-DOWN & STRAP SCHEDULE A6 260 112' Ply 6" Woo 6"oc 220oc 20'oc Hold -Down Max Min. Wall Foundation Bolt Symbol Uplift Post FI to FI Anchor type Bolt 4 A 4 380 112' Ply 4" 27100 Coe 15"oc 14"oc lbs. Size Strap Straps HD Dia. 4 A 3 490 1/2- Ply 3" 21"oc 1100c 11"oc Note 3,4 Note 2 Note 2,4 Note 2 4 A 2 640 i/2' Ply 2" 16"oc 900C 800c NA up to 300 use the hold-down across or below reg'd type 4,5 A 44 760 ea side 1/2' Ply 4" 14"oc 7"oc T"oc A H1a 1,005 2x CS20 20"+ PAHD42 4,5 A 33 980 ea side 112" Ply 3" 10000 6bc 5"oc A Hilo 1,650 2x C91630"+ LTT20 1/2" 4,5 A 22 1280 ea side 1/Y Ply 2" roc Coe Cod A H2 2,775 2-2x MST 48" STHD10 HD2A 50 ? A HS 4,685 2-2x MST 60" PHD5 5/8' 1 Sheathing: 318"-1/2- (4 ply min) CD, CC Ply with all edges blocked A H5 5,800 2-2x MST T2" PHD6 7/8' 2 Framing: 2x DF W ®16'oc., 3x rood If 10d w/ +1.5/8" penetration, 2' dr3"oc A He 6,730 2.2x CMST4 68"+ PHD8 7/8' 3 Typical Fasteners: 8d Common or Galy. Box nails (no sinkers), nag field (g12" A H10 9,640 4x CMST12 90"+ HD10A 7/8' 4 3x at plate and panel edges at wails w/ Shear over 350lbs, hall min. It? from edge A H14 11,080 4x HD14A 1" 5 Offset panel edges on opposite skies of wall and stagger plate sprcces A H15 15 305 6x HD15 1.1/4" 6 Anchor Botts (ASTM A407) Min. 7" Imbedrhent, w/ 2°x2'x9/16' Plats Washer ? Add[=inches to FI to FI Tie Strap for gap ams Joist 7 Stagger 16d nails in 2x, tags at 3x plates when no sheathing continuity to Itim Joist 1 Straps and HD's as Mfg, by Sin Strong -ire Co. Cat C-0 8 Pre -drill 30' hole for lag. Provide Washer. Adjust 10 for 2' penetration into Jolt 2 Nag Straps & Hold -Downs w/10d (2x mdx.pen.1418-) tee Details 9 Clips: Plate to Stocks only req'd if no shear sheathing contihuiity from Wall to Blocks and Mfg. Data for biting, Bolt and Embedment Requirements 10 Anchors and Clips as Mfg, by Simpson Strong -Tie Co. Cat C49 3 If No Coat. Rim Joist Add to Of Gap -10d at CS, 18d: CMST & MST 4 Straps and Hold -Downs must run continuous to Walk below, If no Watt below, to to Beams, sized for Hotd-0own Point Loads Shear Wali and Hold Down Schedules Page 10 MaxQuake 01993 Archforms Ltd. Ail Rights Reserved Lateral Load Analysis.A . Date: Mar 26 2003 Firm: AEC Group Job: Barnett By, La ' Warnr AIA CSI Q99.03We7 Co strudon D 1 n So Ars COLLECTORmt AND DIAPHRAGM SCHEDULS DIAPHRAGM OPtIONS: RflFI Framing Mak Diaphragm Fasteners X DF or So.Pine Al Unblocked 8d Com Ony Hem Fir Rf UnBlk, FI Blk X 8d@Rf,10@FI Other Block Ali Edges 10d Com Only 14 fie Staple CIT Max Collector/Tie Tie a Rod Type Force Cont. Joist or Strap. Washer Symbol Obs) Solid Blocking or Cont. Dia. Dia, HD To Customize, Overwrite Schedule or See Apx, C Other less of C&T par to grain: 425 Joist 20ksi 625 Note 1,2,6 Note 2,3,4 Note 4 , Note 5 , Note 7 Use Collector ie as speed per symbol or any below NA 300 A C1 2,231 20 MST27 A C2 3,506 Irc8 MST37 314° 1.79 2 HDSA A C3 4,405 1x$ MST48 7/8° • 2.24 2- HD6A A C4 6,800 2x10 MST60 7/8° 2.96 2- HDBA A C5 6,440 2x12 2- MST37 7/8° 3:28 2. HIMA A CO 8,310 2- 1x10 HST5 718' 4.23 HD10A A C7 11,170 2. 200 HST6 7180 &69 2. RIDS A C8 17,691 3.2x10 7/6° 9.01 2- HD10A ? 1 Provide Cont, Rim JdWRatter or Solid Blocking at all Shear Wall Grid Lines 2 A properly sized continuous Rafter or Joist can act as both Collector and Tie came Model umbers and Un Shear Capacities (Ibs) Height 7 ft 8 ft 9 ft loft Lot A A A A A 7 ? ? ? 3 Between Blocks or breaks in Refte s/JoIsfs provide straps to maintain Tie continuity 4 Run Albthread Rod thru Rft/,st, OuLoad/Shear(pif), secure ends w/ Washer or HD 5 Provide Washer w/ Dia, (Inches) at end of blocked Aft%Jst bays, Mal. iron or 1/40 St. 6 Connect Continuous Cbilector/tie to shear all as required by Shear Wall Schedule 7 HD at Rod to Shear Wall andlor RfOJst Mfg. by Sirhpson Strong -Tie Cat C49 ROONEXT. WALL. UP -LIFT SCHEDULE Roof Shear Diaphragm Edge Floor Shear Diaph. Diaphragm Load Material Nail Diaphragm Load Material Symbol Note 1.2 ,4 Note 3 Symbol. (pit , Note 1,2,4 Wall Uplift Stud to Plate Plate to Rafter Stud io Rafter T,vw (01ft at 16` oc at 240oc at 16° at 16' oc 50 A T 100 Pty Nailing or H2 H2 A U 180 A35 H4 H2 A V 310 SP1 Hid H1 142 A W 460 SP4 H7 H10 LTS10 A X 600 SP2 H10 H7 A Y 1,170 FTA2 A Z 2,560 PTA7 ? 1 Anchors and Clips as Mfg. by Simpson Stro*Tie Co. Cat C-99 8d Nail WWII A RS 180 112" Ply is" A F6 216 31V Ply A R4 112" Ply 4" A 04 314' Ply A R3 112" Ply 2.1/2" A 03 314' Ply A R2 112° Ply 2" A 02 314° Ply ? ? 1 Sheathing: Floor 314 CD -AC Py/OSB, Roof 112 CD or CC Py/OSB, Unblocked 2 Framing: 2x typ, 3x redd if 10d pen more thanl-6/8`, OF trails spaced less than 3°oc 3 Typ. Fasteners: 8d Com. @ Roof,110d Com. @ Floor,(no sinkers) field 12°@Rf,10"@FI 4 Continuous Rim Rafter/Joist recommended at perimeter of unblocked diaphragms s cr a w > �. i xX:La 4e Ci '—< y M n d• w T• co O d17 t7 [Oh �7 u v' • ro co r h PO iv � itl OrUNyN"fu C! al Nisx✓rl�it� ryy ylry .947�47p'CU 1.7 alY -•1 coo 47 cu t, 1+t V9 M �L� — Nco � ro t* ,11) In ;s qu `? h cv m m rn � y � �7 CIO •n G7 -� --� > � Q L Gt.`1a�4D C] N a .r1 � CJ X cU ,J U7 Ly LU L.. Nr N Iratz LU (!1 r—, C)i �7 •n G7 -� --� > Gt.`1a�4D CJ X cU ,J U7 Ly L.. N Iratz (!1 r—, v to a R% v E 0 � 3c Mi ` 5 d a► © [7' m c. 3h �• �y n1 ... i Ex s ;i C I) o CV Collector/Tie &Diaphragm Loads, Lines 1.8 Page 11 MaxQuake 01995 Archforms..U& All Rights Reserved lateral. Load, Analysis Date., Mar 26 7003 Finn; AEC Group . Job: Barrett L WamarAIACSI ... O"AWe7 Co dion:Desi Software.. Line 1 Line 2 Line 3 Line'4 Line 5 Line 6 Line 7 Line 8: Seg C/T Load (back) • max. load on the Collector /Tle between this and Seg above. err Type - min. adequate Collectoffrie. Seg beg - feet Seg begins, front of Quad line. front - VT load at front side of the-front most S ent Shear -, a av Dlanhmorn Sh alond the Line . IF °G O.appearscorrectlune C!r u . 2�rd Load CIT Seg Load CIT Seg ca LoadLoad CIT S Load W. . Seg. CfT Load C/r Seg CrT Load CIT Seg CrT Load Ctr Seo JUT Root S lick T back T b back Type.back T back T S bhck T back T` S badeType I-h 1,2,3.. Wall Lines Run From Front to front front nt front front front front front Bade Shear(pff) Shear(pfry 8 r(p� Shear(ptf) Shear(phl Shear(pif) Shear(plf) Shear(pit) Rf Olaph Rf Dlaph, Diaph Rf Df Otf Diaph Rf Dia Rf Dlaph Rf Moo Rf CIT Load CIT SelCITLoad CIT Sq CIT Load CIT Se CR Load C/r CIT Load CR Sec CIT Load CIT Gel Crr Load Cfr CIT Load Crr Seg 2 R Seg back. Type ,be Gag back Type ipq Seg back Type big Son back Type back TYP bg Seg back Type beg Sea back Type beg Seg back Type _bm a a front 485. A C1 front 530 A C1 front front front front front. from, _ 30 —Sh—oar-W 30 Shear(pif) Shear(pif) Shear(plf) Shear(pff) Shear(pif) 8hear(plo IShear" Rf Dlaph A RS Rf Dlaph A RG W Dlaph Rf Dlaph Rf Diaph Rf Diaph Rf Diaph Rf mph FI Dlaph A FS Ft Dia h. A FS Fl Dla h `FI Diaph FI Diaph Fl DWh F1 bis h ' FI Diaph 1St . , CIT Load CIT CR UT CIT Load WT Se CIT Load R CIT Load CIT CIT Load CIT S CIT Load Cfr Cfr Load Floor back T 8 back T back T back T . back T S back T S. batik T S back T front front front front front . front front .. front IF1 IFI Shear(plf) haar(pif) Shear(plf) Shea" IFI.laph. IShea*lq FI Diaph Diaph Diaph R Diephm FI Diaph FI Diaph FI Diaph lf kf or FI Dlaph r °block?°load values are higher than the gfiagLegm eVocity., Change to blocked d or fastener Option 10 or Wd.S ear Wall 314 . i fprr � ii tt 4t,.. yyaa +..w..s..osw.r+....,...1 611 t +• cu 'X . cc]' e.. ri fti L t L2' ft Ni .tLT�]i1N yew it �80 ]] 1 IN om 3» PW itI (? " �_. ti �T?+ rr CJ j Q.. fJ L] s' 1 tocr1 1 a a t)!I C] a`•` � a� r� � xj i(U4N G1 =. va -21 f 3 .tic .+ • L tTn tea"', I { i' cr t Qi bl.. �tt7f]�wj .�N... .i Ni ---fir t.1 .i1a�i. r_cu V N :1 N ,Ci �• 4., j CN)C ri w f t^ f t�jQ '-1 ci lei i�. ct o tai i -moi t otcppp y S N S tV ?( vs N` N. CL W co I � : n cr to P., �,'ty f ti 313 co F!X� iRA C-) oa is cr c� V,T. car u "T NC�v�• rj S ColledorMe & Diaphragm Loads, Lines XH Page 12 MaxQua�e. ®19 Archforms. Ltd. All Rights Reserired Lateral Load AnallisW & , Date: Mar 26 2003 Flan: AEC Group Job: Barnett By: Larry Wamer AlA CSI:: 00.03We7 . ConeMrction Desi n Software .' Line A Line B lane C line D. Line E Line F Lin® G Line H Seg CIT Load (left) -max. load on the Collector ITfe between this and Seg%to left. CIT Type -min. adequate Collectorrrie. .. S�.beg =feet Seg begins right of Quad Line. ridht - CIT load at si of the right most nt. S ear - the a.vera D hra Shear on the Line'. If "Gob, correct lin6 C/r iilscohtinu' . Loa CIT S Crr S C CIT S Sej WT Loa CIT... C d Se CR Loa CR S C1T Seg jcfT Roof left . T left T S left T be $ left T S left T S left T be S left T left Type A,B,C.. Wall Lines Run From Sidi W ri t dg htright ri ht right t right - right Side Shearo" Shear(pff) Shear Shear(plf) Shear(plfl Shear(plf) shear(PH) Shear(" IFtf Dleph Rf.Dlaph. RI. Dlaph, Rf Olaph Rf Olaph Rf Dlaph Rf Dia Rf Ota h 1 CIT Load CIT S Load UT 3 CPT Load CIr S CIT Load CIT S CIT Load CIT CIT Loa CIT S CIT Ldad CIT CIT Load CIT S . 2 FI. Sag left . T left T Sag left TYPO bel Seg left T left Type W, Sag left T ,left Type S . left T beg 1 1 2 364 A C1 right 485 A C1. riot 121 NA right fight rl right fight , It Shear(pift 30 S r(pl) 30 Shear(plf) Shear(pif) Shear(pR) Shear(pil) Shear(pm Shear(pll) Rf Diaph A RO Rf Diaph A RO RI Diaph Rf Diaph Rf Olaph RI Diaph Rf Dlaph Rf Dlaph FI Dlaph F6 Fj Olaph, A F8. FI MO..FIDIag F1 Dlaph Fl Di FI Dia h . FI Mph 1st ,A CR Load CPT S CIT Load CR S CIT Load CR Load CIT Sal CIT Load CIT Se CR Load CIT Sal CIT Load VT Sel CIT Load Cfr Seg Floor S left, Type.S left T lett Type. left T S left T' S left T left T S left type be right ri ht ri t right right .. ri t ht , Shear(pl 8hear(plft Shear(Olt) Shear(Pit) Shear(pp) Shear(ph) 101 FI Diaph FI Diaph FI Dlaph FI Diaph Fl Diaph FI Diaph .ISWP Fl Didih. .Diaph If Rf or FLDt rem odc7° toad vat es are M an the. ' . C to b diaphragmor.fastener tion 10 or add Shear II 3or4 t a K: t « �I Z y M ilk f3 1 m dap'� a „ f�:.il Niro. I x' u mi Wind Pressure for Components & Cladding Pap 13 MazQuake ®1995 All Rights Reserved Archforms Ltd. Lateral Load Analysis & Date: Mar 26 2003 Hrm: AEC Group Job: Barrett BY: Larry Wamer AJA CSI C$9,03W Overtu-ming Calculation T late Wind Wind Pressure P and Wind Coefficients GCp for Components and Cladding of enclosed Buildings Pressure for GCp Vertical Wind Loads for Gable or Hip Roofed Buildings Horizontal Wind Loads for Buildings Wail. Do 10 GCp -3.0 2:6 •2.2 -2,0 -1.8 GCp •3.0 2:6 -2.4 2 -2.0 GCP Iii 14 Ili -2.0 1.8 -1 2 -1.0 a W. vv e e Horn P 10.2 GCp -3.6 -37 Uplift -3.4 35 or -3.2 -32 •1.4 -1.8 -1.4 0.8 S r s, rl Out- -3'0 •1.0 •1.0 0 6 Plus: in, Minus: out, design for Force -2.8 -28 .0.8 -0.8M E of Roof 1:0 maximum t pressure -2.6 -26 -0.6 •0 6 1.2 For partially enclosed buildings -2.4 -24 04 0 2 1;6 +GCp add 0.1, -GCp minus 0.4. -2.2 -22 0,g 0.4 a 1.8 Reduce GCp 10% when a < 10 -2.0 -20 Flgure1606.2D GCp for Roof Slope 0 < a < 10 0<a<10 10<a<48 Figure 1606.2C Wall GCp -1.8 -18 •3.0 -3.0 Vertical Wind Loads for Monoslope Rooff I� ISI_ -1.6 -16 -1.4 -14 -2.s -2'6 2:6 Z -3 2 IZI Irl -1.2 -12 -2.2 .2.4 .2.2 -3.0 -1.0 -10 .t 8 -1.8 -2 4 -0.8 -8 •1.6 -0 1.4 .1.6 .1.4 -2.2 -0.4 -4 -1.0 :i .2 1 -1.$ &rr r S -0 2 •2 •0.8 -0.6 -0.8 '0 8 E-1' 0.0 0 -1 2 E of Roof Down 0.2 2 Load 0.4 4 04w 19 06 0.6 Figure 1606.2F 3 < a < 10 or 0.6 6 Flgure1606.2E GCp for Roof Slope 10 < a < 30 0<a<10 10<a<45 - S Ic In. 0.8 6 Force 1.0 10 1.2 12 1.4 14 -2.0 '1.8 •1:4 -1.2 -2.0 -1.8 •1:4 -1.2 -3.2 -2.8 6 3 < a < 30 1.6 16 :b:� 1 :0. a -2. -2.22 a Note, -o.s -0.6.:i s 1. Values are for 1.0 i i 0.8 •1:4 enclosed BuU ngs. 1.2 1.0 .1.2 2. SBCCI Valles for GCp are� 0 20 100 1000 0 20 1 o 1000 Q 20 100 For Overhang GCp include effect Reduce C 10% 13 < a < 6 M t0 UBC Ta ble 16-H Effective Wind Area sq.ft. Effective Wind Area sq.ft. of both upper & lower surface Effective Wind Area (sq.ft.) If a< 3 see Figure 1606.21) for values C . Flgure1606.2E GCp for Roof Slope 30 < a < 45 Degrees Figure 1606.2G Monoslope Roofs 10 < a < 30 Degrees RESIDENTIAL r 011-410-154 PE MINKLER, ROD 101 Spanish Garden Dr, Chico swimming pool Si { •r i JOB FINALED (Date) Signature J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 9. Siding; Nailing -Veneer -Stucco -Mesh 1. Zoning Requirements -Setbacks -Easements 10. Roof; Shthg-Roofing 2. Soils; Special MH Support Sketch 11. Ext.; Steps -Doors -Landings 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete Card.B-1 Date Card B-1 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ /"LPG rd B-1 Date Card B-1 7. Well Clearance & Disconnect POOLS Plans) OK except #'s 8. Utility Clearance S acks-Easements Soils; Compaction -Structure Stability Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks Easements lec.; Bonding; Metal w/5' -Circulating Equip. -Heater 2. Footings; Size -Spacing -Marriage Line 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. 3. Gas; MH Test -Demand -Valve -Connector Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 4. Electricity; MH Test -Crossovers -Breakers -Clearances 9. Health Department Approval 5. Drain; MH Test -Fall -Flex Connector 10 Plumb.; Cir. Test -Water Supply Test 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric Date�j and B-1 Date i j Card B - Date 0 -l. Card B-1 C- - Date Card B-1 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card.B-1 Date Card B-1 Date rd B-1 Date Card B-1 Date POOLS Plans) OK except #'s S acks-Easements Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4/Elec.; Receptacles and Lighting, Distances-GFI 5,Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed lec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10 Plumb.; Cir. Test -Water Supply Test Date�j and B-1 Date i j Card B - Date 0 -l. Card B-1 C- - Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL 4Shigle & Duplex) = Date UNDERFLOOR (Plans) OK except ff's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rttr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped-------- 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle --------- ------ ---------------------------- 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ------- ---------------- - ------------------ 19. Shower Pan: Test. First Floor -Tub Access ----------------- ------------------------------- 20. Test -Tub & Shower, -Second Floor -Tub Access ------------------------ ------------------ 21. Gas Pipe: Size & Anchors ----------------------------------------------------- ----------------- - Date Card B-1 Date Card B-1 -------------------------------- --------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except N's 22. Fixture & Transformer Clearance -Ins. Protection ----------------------------------------------------------------- Dec. ------------------- Dec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled -------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. --------------------------------------------------------------------------------- 26. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water ----------------------------------------------------- - --------------------------- 27. ----- - - ------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI ---------------------------------------------------------- 28. Subfeed Wire Size r r ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or AI 29. Range Circ. ! r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - - ------------------------------------------------ 30. Service -Riser Conductors & Ground -Main Disconnect ---------------------------------------------- 31-.-Equi-p.-Clearances Panels-Motors-Mech. Equip. - ---------- ------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ---------- ------------------------------------------------------ 33 Smoke Detector ------------------------- ----- - --- -------------------------------------- ----- -- Date Card B-1 Date Card B-1 ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support -------------- Vent Fan: Exhaust above insulation ---------- -------- --------------------- ---- -- -- - -------- - --- 36. Condensate Drain & Overflow: Size & Grade -------------------- ------ ....-- 37. Furnance-Vent: Access -Comb. -Air-Return-Air Vent -115 outlet 38. Attic -Access-&- Platform if Furnance in Attic ------------------------------------------- ------------------------------------ Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's 39. Sils. Proper Material & Anchors ------- ------ -- -------- - ---- --- ------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ----------- --- -- --------------------------------------------------------------- 42. Draft Stop in Walls (rat proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------------------------------------ ---------- 44. Headers & Beam -Size & Bearing 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing _ _51. Property Line Firewall & Openings _ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits _-_ 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers -------------- _ 55._Siding-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings----------------_ 60. Infiltration -Walls -Windows ------------------------- - - Date Card B-1 Date ---------------------------- - Date Card B-1 Date Card B-1 Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings --- -------------------- 62. Smoke Detector ------------- -------- 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting --------------- 65. G F.I & Bath Fixtures & Tub Access -Spa -------------- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels -------------- 67. Stairs -&-Rai-Is 68. Fireplace or Stove: Clearances -Hearth --------------------------------------- - 6J. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance ------ .-- - - -- - ---------------------- - 71. Elec. Outlets & Receptacles at Kit. Counter --- --------- ----------------------------- ----- 72. Garage Fire Door: Swing -Landing -Closer ----- ------73.--A.C. Duct in Garage -Damper ------------------------ -- - 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb__Elec & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection -- ----------------------------------------- 7 Insulation -Foam -Looked in -Attic 11Yes - ----------------------------- 78. -Guard -Rails & Deck -Construction -Post Caps --------------------------------------- -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes -------------------------- 80. ------------------------80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No --------------------------- - 81. Stucco: Brown -Finish 82. A.C. Unit Disconnect. Electrical, Plumbing 83. Vents Above Roof: Ptb A liance-Fire lace. -Clearance to Openings ------------------------------------------ ----- 84. Water Well; Disconnect. Electrical, Plumbing - ------------------------------------ - - 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House - ------------------------------------------ 87. Glass Protection -. . ------------------------- 88. Corrections from Previous Inspections - - - - - - -- --------------------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric ----- ------ --------------------- --------- ----------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------ ----------- --------- ----------------- --- -- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r, COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916,'538-7541 APPLICAT10R AND PERMIT PERMIT NO. 92-2618 /1-14 1-,' ASSESSOR PARCEL NUMBER 011-410-154 ZO Will SR3 BUILDING PERMIT OWNER Rod Minkler TELEPHONE 891-6166 SO. FT. OCC. BUILDING VAL N est 12,000 OWNER'S MAILING ADDRESS PO Box 179 Chico 95927 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 112.50 ARCHITECT OR ENGINEER Robert McGhie LICENSE NO. 2320 Plan Checking Fee $ 56.25 Energy g Fee $ Ener Plan Checking ARCHITECT OR ENGINEER'S MAILING ADDRESS XXX 60 Dpr1argtion Dr Ste C. Chico 95926 Penalty $ BUILDING ADDRESS 101 Spanish GArden Dr. Chico Permit fee $ 183.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Pool SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New ITI Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: swi,:,,7iinp, pool Permit Fee $ 22.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS _ Main service 200A TO I000A) 37.50 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 this reason NEW CONST. DWELLING OCCUP.&\ 3.6Qsq.ft. OR ADDNS. ( ACC. BLDGS. / NEW CONSTR. MULTI -OUTLET @ 5.00 NON -REST BRANCH CIRC ITS (POWER APPARATUS (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 76d FIXED APPLES. OR Ex. Occup. OUTLETS IRESID.1 EA.� � 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. IVirin 15.00 9 pool Pi ectri 1 15.00 Permit Fee $ 30.00 — 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. 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 MECHANICAL PERMIT FiIingFee 15.00 Heating Coolin g Hood 6.50 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree save, indemnify and keep harmless the County of Butte against all liabiliti ju gmen , costs, and expenses which may in any way accrue against sai ou y Tin o equence of the granting of this per it. X Date Z Signature of Applicant — OwnerF Contractor ❑ Agent An OSHA permit is required for excavations over 5' eep and demolition or construct- ion of structures over 3 stories in height.L Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL F $ • 235.75 HAz DFEES IMP oo c rS PD HD ISSU This permit is hereby issued under the applicable provi- sions of the B County Code and/or resolutions to do work indic ed bo f hich fees have been paid. PUBLIC WORKS By Date /7 Q PERMIT EXPIRES Date / Receipt No. p WHITE-D.P.W., 7ELLOW-ASSC330R, P N -IN 9PECTOR, GOLDENROD -APPLICANT =COUNTY OF BUTTE - DEPARTMENT � PUBLIC WORKS - BUILDING DIVISION 7 COUNTY�CENTER DRIVE - ORO GA IFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 1 Al 91, GNo-J— T114 —115 Proposed Building Use Building Inspector Date O -Z y a , At time of permit application, I was advised the following datamust be submitted prior to permit processing and/or issuance: DATE RECEIVED By 1, All items have been submitted. ........ . Plot lans, 3/4 sets, signed by preparer of plans . .......................... omplete plans, 3/4 sets, signed by preparr of plans. 4. Engineered plans and calcs, 3/4 sets, with' wet signature on plans. ............. 5. Hazardous Material Form. ........... ................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Fees of $ L%, �7J .......................................... Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . lood elevation letter (100 year flood) by California Engineer. . 14. Sanitation and plot plan approval C /F I C 0 Health Department . ............. '9Z- 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 14'% Driveway permit (construction approval required prior to occupancy). .. ...... Pre -Inspection requ-e-sl- 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access. .... `..................'................ ***--*-*- 30. Documentation of 50% subdivision developed or (A) Road improvements completed When you issue the_permit r cess as follows: MaJ,to owner. "� Mail to contractor. ✓Telephone and hold for pickup at /I-� office. Deliver with inspector. Other Parcel Creation , /l�Z Acreage ApplicantMM Date `� Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution 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: V1A-0 aj Z2 ID Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by phone _ mail o nter by _ Date Plans checked by (U Date PI;w7s a ved by y Date y Z '2 Sets of plans on hold in File cabinet " AP folder Copy - Department of Public Works COUNTY OF BUTTE - Deoartment of Public Works 7' County Center Drive, ,Oroville, CA 95965 Phone: "916-53,9_7541 OWNER -BUILDER VERIFICATION- Attention ERIFICATION 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 fdr construction of the proposed propertyimprovement(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 (hired). the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner. Social Securi Num 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- mitced to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlllo, CaI:fornla 96065 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ' A98 5o R " 3 BUILDING PERMIT " It A O /� 7 107161 -HON66 SO. FT. OCC. BUILDING VALUATION OWN R'S AI ING ORBS! /►,�/y�L� //`�/,� �`/^G CONTRA TOR'9 NAM � TELEPHONE CONTRACTOR'S VAILING AOORaZSS Fireplace CONSTRUCT101N ENDER UNKNOWN Total Valuation $ Filing Fee $ 15,00 LENDER'S t�AILl�'jG' ADDRESS VTI- Permit Fee $ ARCCT OR ENGIUER Zia 1� e 6:14 te LICENSE NO. A 32 D Plan Checking Fee $ Energy Plan Checking Fee $ ' ARCHITECT OR E`%�GINE R'S MlAILING AR0RESSC 60 1✓ec u^ Xft Ow I/ Penalty $ BUILDING ADDRESS D Permit fee PLUMBING PERMIT FiIingFee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Z. Each pas water heater or vent 7.00 USE OF STRUCTURE A % SF ❑ Duplex❑ Mobilehome❑ Other Tooy J — SPECI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mob le Home S I G I W @ 15.00 TYPE OF WORK NewA Addition❑ Remodel❑, Utilities❑ Installation❑ Other[] Describe work: _ ._ (� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLES 200A OR LESSS 18.50 Main service 20CATO 1000AI 37.50 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 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) ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST.( DWELLING OCCUP.&) OR ADONS. ACC. BLDGS. // 3.60 sq.ft. NEW COINS MULTI -OUTLET NON.RESI BRANCH CIRC ITS �D 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(ouTLETS OR FIXTURES A. 7rA the FIXED APLNS, Ex. Occup. OUTLETS P(RESID, IREA.)\\ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring *15.00 00 Permit Fee $ o, Contractor — 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. 11 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 such11 provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee ' 15.00 Heating Cooling Hood 6.50 Ventilation Permlt 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 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 per it. X Date Si nature of Applicant – Owner g pp ❑ 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. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $,,3,"' S a HAz 1 11FEES I IMP I FLOOD I COF I PARCEL I PD I HD I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or Work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No.� WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. COLOE D -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 ` 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT N0. A routine ins p ction indicates that the following violations of Butte County Ordinances exist at the above a dress and should be corrected. Please notify this office when correction of work is complete . If you have any questions pertaining to this matter, or need additional explanation, please, co act this office immediately. 7 3. ;Q T. I� X v Date J�����>/ Inspector REV 10192 .,Jl _ ; . utte ount _, I_ A BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Rod Minkler DATE: June 16, 1993 P.O. Box 179 Chico, CA 95927 RE: Lav Pool and Retaining Wall Dear Mr. Minkler: A -P: ' 011-410-154 B.P.# 92-2618 With reference to the above subject, attached is: [ ] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [ ] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: Attempts to reach you by phone have been unsuccessful. Your plans for the lap pool and retaining wall are approved. Your permits can be issued when the fees are paid. Be advised that your permits expire on July 24, 1993. If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. V yours, John R. Venry Plan Check Engineer 94 M 1n kGP,t� o I ? q C&e�o-'� CA gS�z7 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538.2140 DATE: 1 ¢ RE: C4'v A.P:.0./� ���'�� B.P.# With reference to the above subject, attached is: [ ] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [ ] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. / Remarks: at t� Ad %Gzd -t Y&CL P"S'" vzz eo� '712-119.3 If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, qJohnHenry Plan Check Engineer 5 -C -N U to unmw 0E- =- �UT CO N E to ��ze�-c$ - 8 j 6 • � rn�.t�c� IMPORTANT MESSAGE' FOR A.M. DATE TIME P.M. M OF' PHONE AREACODE NUMBER EXTENSION TELEPHONED PLEASE CALL CAME TO SEE YOU WILLCALLAGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE SIGNED UTHO IN U.S.A. TOPS W FORM 3002S , OWNERS NAME: A.P. �l� —�IO 4� RESIDENTIAL NON RESIDENTIAL RECEIVED BY -� PERMIT # RECEIPT # DATE: TIME: ' l� -------------------------------------------------------------------------------- e RE ED PRIOR TO PERMIT ISSUANCE FROM DATA EQUESTED.BY PLAN CHECKER ENGINEERING OTHER (f L44 4 I F / C/9- %% (7 4,/ e)- %✓ 4-'.O C /�-/%e7 4/ d fL�a REQUESTED BY CORRECTION YES NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner Mail to contractor Call and hold for pickup at the office. Deliver with next inspection. ' REVISED PLAN CHECK FEES P1111,'I $20.00 $40.00 Additional Fees Not Required IMPORTANT MESSAGE FOR 00 O M I N KLLE 13111 1 A.M. DATE �� TIME�_P.M. OF YrTE Co PHONE S3 7`24.) AREA CODE NUMBER EXTENSION TELEPHONED PLEASE CAU. CAME TO SEE YOU " WILL CAU. AGAIN WANTS M SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE TOPS�'fitJ FORM 3002S Z. S T R U C. T U R A L E. N G I . lr E E R August 7, 1992 COUNTY OF BUTTE ~° AUG 1 0 1992411, Butte County Building Department Mr. John Henry 7 7 County Center Drive OrovilleC A 95965 °`� '4. RE: Minkler Lap Pool 101 Spanish Hills Chico, CA Dear Mr. Henry: i The scope of this -project includes locating a lap pool with the approximate dimensions 10' wide by,,.45' long by 51' deep. The pool is located less than lot- from:'a steep slope. the underlying material is solid lava cap,.' which will be verified by the contractor and the building inspector. The existing lava is not prone to erosion and-- is-- capable of--- - supporting the loads imposed by the lap pool. Should the* contractor note cracks or other irregularities in the lava cap, my office shall be notified and the work stopped. Thereafter the .work shall be commenced only with my' approval. _'' ..�,. If you have any further questions or need further clarification please do not hesitate to call me. Thank you for your attention to this matter. Sincerely, Robert D. McGhie RDM/nm } 60. Declaration Drive; Suite C -,,,Chico;. California. 95926..' ii (916): 891'-0903 BUTTE -COUNTY ., BUILDINQ-DEPARTMENT :AQP: P R � -1l�`-ESD r or ti'=s' TO. Buildinv.Department y FROM: Environmental Health SUBJECT: Sanitation Clearance I (Q ZZI Owner -Lobation AP# Plane Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for bedroom mobile home. Other Lo h4Ln,rI,,,, NOTE � Sani arian Date A6 2 �- . F � ;�.o-^�,eyi, 4 . i� Z• ( w,b.,,;,�,. � ._ ... � •'yam--• , i Ffc.r,: RESIDENTIAL �U1"1�41U-154- 92-2619B L ✓� MINKLER, Rod 101 Spanish Garden Dr, Chico `-( Z-1 •;� ' retaining wall l � JOB FINALED (Date) / " Signature J=OK . O=Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except a's 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 . Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-St uds- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except 1Ps 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable RESIDENTIAL (; = Not Ready Date LIN D RFLOOR (Plans) OK.except N's 1E Z�ng-Setbacks-Easements-Flood-Slope 2Pfig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5"mwalls, Main; steel -Bloc kouts-Wrapped 6 St mwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ---------------- -- --------------------------- 17. Water Pipe: Test & Anchor -Nail Protection ---------------- -------------------------- -- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------ --- - ------------------- 19. Shower Pan: Test. First Floor -Tub Access ----------------- ----------------------------- 20. Test -Tub & --Shower.---Second Floor -Tub Access - ------------------------- ------------------ 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 ----------------------- --------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection ------------------------------ ------- ------------ -------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. - -------------------------------------------------------- ---- 26. Equip -Ground-made-'up-w/Mech.--Gas- Gas - &- Water ------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------- -------------------------------------=---------------------- 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / ga. Cu or At --------------------------------------------- ------ 29 Range Circ / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------ ----------------------------- ------------------- -------------- 30. ------------------ 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip_Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light --------------------------------------- --- - ----- -------- 33. Smoke Detector ------------------------ --------- ----------------------------------------------- Date Card B-1 Date Card B-1 ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except tr's 34. -.A. -C.- Ducts Insulation & Support 35. Vent Fan: Exhaust above insulation ------------------------------------------------------ -- ---------- 36. Condensate Drain & Overflow: Size-&- Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet - - ---- - - --------------------------------------------- 38. Attic Access & Platform if Furnance in Attic ------------------------------- - ------------------------------------------------ Date Card B_1 Date Card -B-1- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sits. Proper Material & Anchors ------- ------- --- ------------------------------------------------------------ 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -------- - ------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) ----- ---------- -- ---------------------------------------------------- ------------ 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Tingle & Duplex) -r, Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. _Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer ------------ - ------------------------- 56.- Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ----- - _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts ------------------------ 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------- ------------------ ----------------------Date Card B-1 Date Card B-1 -- - -------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except tf's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meeh. Protection ------------------ --------------- 64. Bedroom Exiting 65. G F.I_& Bath Fixtures & Tub Access -Spa 66.. Elec. Trim & Subpanel: Breaker Sizes & Labels -------------------------- 67. Stairs & Rails ------------ 68. Fireplace or Stove: Clearances -Hearth ------------ ------------------------ 69. Elec. Outlets at Wood Panel: Int. & Ext. -------------------------- 70. ------..-----------------70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance - --- -..._--------------------------- - - 71. Elec. Outlets & Receptacles at Kit. Counter 72. -Garage -Fire Door: Swing -Landing -Closer __ _____ ------ 73. A.C. Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location ------------- 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection ----------------------------------- ---- 7 Insulation -Foam -Looked in Attic ❑ Yes ---78.-Guard-Rails & Deck -Const ruction- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ------------------------------------------- --- 81. Stucco_Brown_Finish ---- - - - -- - ------ - 82' -A. -C. -Unit: - Unit: Disconnect. Electrical, Plumbing ----------------------- --- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing - ------------------------------------------- - 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground . .... -- - ------------------ ..---------------- - 86. Ventilation Throughout House -- ----------------------------------- 87. Glass Protection .. . ------------------------------- 88. Corrections from Previous Inspections - - -- - -------------------------- 89. Gas Test -Meters Tagged. Gas -Electric -------------- -------------------- ------ ------ -- 90. Water & Sewer Connected -C/O to Grade -HD Approval --------------------------------- ------- ------------------------------ -- 91. Energy Compliance Certificate -Other Certificates ------ -­------------- - -- Date Card -1 ---------------- ------------- Date Card B-1 - - -- ------------------ Date Card B-1 Comments at Final: ---------------------------- Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, California 95985 - Telephone: 916,`538.7541 92-2619 APPLICATION AND PERMIT A53ESOR PARCEL 011-410-154 NUMBER ZONING. SR3 BUILDING PERMIT OWNERtt�� TE EPH-ONE S0. FT. OCC. BUILDING VALU T N OWNER'S ER�,t'S MAtILIeNG ADDRESS 891-6166 160 120 PO Box 179 Chico 95927 CONTRACTOR'S NAME ITELEPHONE N CONSTRUCTION LENDER IUNKN LENDER'S MAILING ADORE ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER BUILDING ADDRESS 101 Spanish Gardens Dr. Chico LOT NO. I SUBDIVISION NAME PARCEL MA USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other retaining wall SPECIFY TYPE OF WORK Newer Addition EJ Remodel El Utilities❑ Installation❑ Other El Describe work: retai ni n;z wall _ 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 this reason 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�7 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. 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 liabili j gm ts, costs, and expenses which may in any way accrue against s o t consequence of the granting of this p rmit X Date I gz' Signature of Applicant — Ownerk Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in hei Receipt No. 23-75-117632111aZ 3 WHITE-D.P.W., YELLOW -ASSESSOR. PIN NSPECTOR, GOLDENROD -APPLICANT Fireplace ELECTRICAL PERMIT Filing Fee 15.00 Total Valuation $ 18.50 Main service 20rATO1000AI 37.50 Filing Fee $ NEW CONSTR. MULT _OUTLET NON.RESI BRANCH CIRC ITS 15.00 Permit Fee $ Ex. Occup(OUTLETS OR FIXTURES 25.2C Plan Checking Fee $ Temporary service 20. OC Energy Plan Checking Fee $ Misc. Wiring 15.00 Penalty $ Permit Fee $ Permit fee $ MECHANICAL PERMIT 60.5( PLUMBING PERMIT Filing Fee 15.00 Each Trap Cooling 1 5.00 Hood Solar or heat pump water heater Ventilation 1 20.00 Permit Fee Water piping Contractor 7.00 Each qas water heater or vent 7.00 Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G 1W I @ 15.00 I Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 20rATO1000AI 37.50 NEW CONST. / DWELLING OCCUP.&� OR ADONS, l ACC. BLDGS. 3.64 sq.ft. NEW CONSTR. MULT _OUTLET NON.RESI BRANCH CIRC ITS @ 5.00 (POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 764 Ex. Occup. OUTLETS (RESID )REA.� I .3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST TYPE TOTAL FEE $ 60.50 r C I I I IV I V i This permit is hereby issued under the applicable provi- sions of the Butte County CS09and/or resolutions to do work indicatVCT=F bh fees have been paid. LIC WORKS By ate Ze,,Z7ZV PERMIT XPIR S Date 7 741 ' ."COUNTY OF BUTTE - DEPARTMENTOF_� PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORO f -Q. L RNIA 95965 - TELEPHONE (916) 538-7541 A. PERMIT APPL'*I{CATION DATA SHEET V OWNER /I" �(�- No. Proposed Building Use W Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... lot plans, 3/4 sets, signed by preparer of plans . .......................... omplete plans, 3/4 sets, signed by preparer of,plans...... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form................:Y........................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... �. Engineered truss details and1 youtin duplicate (required prior to plan check). ... . /9. Mobileho dat a acturer's i stallation instructions, 2 sets. ........... Fees of $ . 11. Impact fees gV,shovifn o edule. .............................. 12. California Department of Forestry plan approval/fees. ....................... . . Flood elevation letter (100 year flood) by California Engineer ................... . Sanitation and plot plan approval Health Department. ............ Hopi — 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ... .. Pre -Inspection req.ue�s 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list...... ....... ................... . ................ . w When yS�.rissue the permit, ss as follows: Mail owner. Mail to contractor. , �( Telephones and hold for pickup a office. Deliver with inspector. Other UA 417 Parcel Creation Nvowt Acreage Applicant Date Copy of Haz-Mat form 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 1. Index permit for above items No. _ 2. Additional items required: issuance: (Circle view item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Cunter y --Date Plans checked by Date P14ns approved by �i�/%B Date(2 �/ 3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE Deoartment of Public Works 7 County Center Drive,.Orovi'lle, 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 LL improvement (yes or no) 5 2. I (have/have .not) 1V'Q 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 ft Signed: Property Owner Social Sec�i�t��Nu���r — � Date 1 // 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. L 0 rF prjfl: 1�j6 .... ...... . 1, . 57AI6/&�2F/Z 7-0 VIVdF C-7/!PM/CE Z�o7 S�E e W1 7-/-/ <� Structural Calculations0 TtFIED 0A1 11/7/f.2— RETAINING WALL & LAP POOL MINKLER 101 SPAINISH HILLS CHICO, CALIFORNIA June 19, 1992 JOB NO. 92-030 Robert D. McGhie, SE 2320 60 Declaration Dr., Suite C 916-891-0903 Chico, CA 95926 BUM � WILDING EPA ppm 1 APPROVED', PapFEss/ON O D. 9C ��P�oO�at Mcc otic ti 2 w m w m A No. 2320 CAt- j EXP. 12/31/93 Robert D. McGhie Structural Engineer 60 Declaration Dr., Suite C Chico, CA 95926 (916) 891-0903 Job –M I MK L e F, Sheet I —of Date 6,116 / qL By_2rj':2, Checked by— .... I ........ ........ ........ ......... . ........ ........ ........ ........ ......... .......... .................. ........ ...... .... ......... ........ ........ .................. ... :: ......... ......... .................. ........ . ...... WALL ... ..... ............... .... ZI. . ...... ...... ................ ....... .. . ... ...... . . ........ ......... ........ ........ ......... .. ........ B........ ......;........:.................4........:................ Robert D. McGhie Structural Engineer 60 Declaration Dr., Suite C Chico, CA 95926 (916) 891-0903 Job MIKKL�?7 Sheet Z —of Date By -=-r Checked by— .................. .................. ........ ......... ........ .................. ........ ........ . ........... ON................... -5 .. ..... ........ ..................... .... ......... H.. ........ ........ . ......... I .................. ......... ........ ........ ..... ... ........ ........ I ......... ................... ............................ ................. . ................. ........ . ........ ........ I 0i ...... . . .................................... i ........ . ...... ............. ---- - - - ------ ... ....... ........ ... . ...... .. ..... ........... ........ ......... ......... ..... . ..... ........ ........ . ........ • ... . ................. ........ ........ ........ ......... ................. ... ........ ........ ........ ...... ...... .............5•-••- ...... .... 1. -AL . ......... .... ........ ... ........ ......... .. ... ... ...... ........ ......... ..... Cr .................. . ... w ... ........ ......... A ............... T .......... ..... ..... il ........ ..... ...... ........ ........ ......... ............... .............. ................. ........ ........ .... ..... I ........ .... ........ ........ .... ........ V*: .......................... ........ ........ ......... .................. ........ ........ ........ ........ ........ ........ ........ ........ ..... ....... ..... ........ ......... ........ ........ ....... ........ ........ .......................... .................. ....... ......... .... ... ........ ........ ........ I ....... ... ....... ......... . .. ........ ........ ........ ........ ......... ........ .................. . ........ .................. ........ .......... ........ ................. ........ . ........ : ......... ... 7�t7: .... .............. .. ..... ........ ......... : ........ ........ ........ ................. ........ . ........ ........ ....... ................ .......... ........ ................... ........ .................. ........ ......... ......... ........ ........ ........ ........ ........ ........ ....... ........ ................... ........ ........ ....... ........ ........ ......... ........ ........ ........ ........ ........ ......... ........ ........ . ........ ................. ................... ........ ......... ........ ........ ......... ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ................. ........ ................. I ........ ......... ......... ....... . ... .. ......... 1 ......... ......... ....... ........... ......... ......... ........ ........ WAT EE� R, L X--! ......... : ........ ................. O . k' Tfze� ........... ...... ........ ........ ....... ....... T� ........ . ............ ............... I ....... ........ ........ ...... I ........ ......... ........ ........ ................ ........ ... ........ ........ ........ ......... ....... .... ......... ........ .................. ........... FC.......... .......... .......... . ... ........ .............. &Z ...... 4..F ........ ...... ........ .... ........ ......... . ........ j Z i ...................................... ........ . ........ ........ !o ........ ... ........ ............... ...... ..... ........ ........ ......... .................. ........ ...... ...... ..... . Ky ... :-� ........ . .................... . .................. ................. . ........ .................. ........ .......................... . ................. ............................ ........ ........ ........ ............. ........ ...... ........ ........ ... . .......... ........ ...... ........ . ..... .. ........ :....)4..........>......... ........ . :- ...... ........................... ......... ......... ......... ....... : ......... ? ........ : .......... ........ . .. .... ........ ........ ................... ..... ......... ................. ....... ..... ............... ... ....... .... ...... .. ......... ......... ........ ........ ........ ................... ........:........:........v...... . ........ ............. ............ ........ .......... i ......... ......... ......... ...... .... A ..... . ........ .................. ........ ....... ........ ........ ............. ......... ........ .. ..... .................... I ............................ I ........... ......... ......... .................. ......... 1 ........ ........... .................... . .............. FA ............ . . .... - ......... ........ ......... ....... ........ I ......... ........ ........ ... ........ ........ ................... .................. ........ ........ ......... ........ ................ ... ........................... ....... .......... ........ .......... .................... ........ .......... ... ................... ........ . ........ ................... ....... ........................... ........ .................. : ......... ........ ........ N�I .................. ......... ......... ....... 5.1 . . ......... -j .. ..... ... ........ .. .... ........ .......... * ........ ........ ............. ...... I .......... .. .... 0 JOB: MINKLER JUNE 18, 1992 RETAINING WALL AT LAP POOL Robert D. McGhie SE RETAINING WALL PROGRAM WALL PROPERTIES S k E C T 3 Wall height from top of footing = 8.00 ft Wall thickness at bottom = 7.63 in Footing width = 10.00 ft Footing depth = 12.00 in Distance from the TOE to the wall = 0.00 in Key width = 0.00 in Key depth = 0.00 in Concrete weight = 150.00 pcf SOIL PROPERTIES AND LOADS Height of soil from top of footing = 2.00 ft Equivilent fluid pressure = 30.00 pcf Angle of internal friction = 34.85 degrees Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 8..00 ft Weight of retained free fluid = 62.40 pcf Submerged soil weight = 80.00 pcf Drained soil weight = 110.00 pcf Wall -soil coefficient of friction = 0.25 Coefficient of sliding friction = 0.25 Passive pressure is TRIANGULAR Passive pressure _. 1000.00 pcf Weight of the soil = 110.00 pcf Axial wall load = 0.00 plf RESULTS Factor of safety for overturning = 2.90 Factor of safety for sliding = 0.69 Maximum soil bearing pressure = 927.41 psf The length of the pressure diagram = 8.16 ft Wall shear (at base) = 1572.44 lbs Wall moment (at base) = 3596.29 ft -lb Robert D. McGhie SE RETAINING WALL PROGRAM JOB: MINKLER JUNE 18, 1992 RETAINING WALL AT LAP POOL WALL MOMENTS & REINFORCEMENT Load factor for soil pressures = 1.70 Load factor for free fluid pressures = 1.70 Load factor for axial wall load = 1.70 Load factor for horizontal surcharge load = 1.70 Concrete compressive strength = 2500.00 psi Reinforcing steel yeild strength = 60000.00 psi Reinforcing steel cover from soil to center of steel = 2.00 in Dist. above top of footing Shear/ft. Moment/ft. As/ft. required 8.00 feet 0.0 lbs 0.0 ft -lbs 0.1099 sq. in. 7.00 feet 0.0 lbs 0.0 ft -lbs 0.1099 sq. in. 6.00 feet 53.0 lbs 17.7 ft -lbs 0.1099 sq. in. 5.00 feet 212.2 lbs 141.4 ft -lbs 0.1099 sq. in. 4.00 feet 477.4 lbs 477.4 ft -lbs 0.1099 sq. in. 3.00 feet 848.6 lbs 1131.5 ft -lbs 0.1099 sq. in. 2.00 feet 1326.0 lbs 2210.0 ft -lbs 0.1185 sq. in. 1.00 feet 1928.0 lbs 3825.1 ft -lbs 0.2,081 sq. in. 0.00 feet 2673.1 lbs 6113.7 ft -lbs 0.2549 sq. in. JOB: MINKLER JUNE 18, 1992 RETAINING WALL AT LAP POOL Robert D. McGhie SE RETAINING WALL PROGRAM WALL PROPERTIES zHE� T 5 Wall height from top of footing = 8.00 ft Wall thickness at bottom = 7.63 in Footing width = 10.00 ft Footing depth = 12.00 in Distance from the TOE to the wall = 0.00 in Key width = 0.00 in Key depth = 0.00 in Concrete weight = 150.00 pcf Masonry weight (wall stem) = 135.00 pcf SOIL' PROPERTIES AND LOADS Height of soil from top of footing = 2.00 ft Equivilent fluid pressure = 30.00 pcf Angle of internal friction _ 34.85 degrees Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 8.00 ft Weight of retained free fluid = 62.40 pcf Submerged soil weight = 80.00 pcf Drained soil weight = 110.00 pcf Wall -soil coefficient of friction = 0.25 Coefficient of sliding friction = 0.25 Passive pressure is TRIANGULAR Passive pressure = 1000.00 pcf Weight of the soil = 110.00 pcf Axial wall load = 0.00 plf RESULTS Factor of safety for overturning = 2.90 Factor of safety for sliding = 0.68 Maximum soil bearing pressure = 892.50 psf The length of the pressure diagram = 8.31 ft Wall shear (at base) = 1572.44 lbs Wall moment (at base) = 3596.29 ft -lb Robert D. McGhie SE RETAINING WALL PROGRAM JOB: MINKLER JUNE 18, 1992 RETAINING WALL AT LAP POOL WALL MOMENTS & REINFORCEMENT Masonry strength Design is HALF stress Reinforcing steel allowable stress Reinforcing steel cover from soil to center of steel Dist. above top of footing Shear/ft. Moment/ft. 8.00 feet 0.0 lbs 0.0 ft -lbs 7.00 feet 0.0 lbs 0.0 ft -lbs 6.00 feet 31.2 lbs 10.4 ft -lbs 5.00 feet 124.8 lbs 83.2 ft -lbs 4.00 feet 280.8 lbs 280.8 ft -lbs 3.00 feet 499.2 lbs 665.6 ft -lbs 2.00 feet 780.0 lbs 1300.0 ft -lbs 1.00 feet 1134.1 lbs 2250.0 ft -lbs 0.00 feet 1572.4 lbs 3596.3 ft -lbs ** Section overstressed = 1500.00 psi = 24000.00 psi = 2.00 in As/ft. required 0.0641 sq. in. 0.0641 sq. in. 0.0641 sq. in. 0.0641 sq. in. 0.0641 sq. in. 0.0643 sq. in. 0.1900 sq. in. 2.0443 sq. in. ** sq. in. Robert D. McGhie Structural Engineer 60 Declaration Dr., Suite C Chico, CA 95926 (916) 891-0903 Job iV LZ- 117 _M I Sheet -7 ofI_ I Date By Checked by ................ ......... ............ JOB: MINKLER JUNE 1, 1992 RETAINING WALL FOR SOIL ONLY Robert D. McGhie SE RETAINING WALL PROGRAM WALL PROPERTIES sHE�-r 8 Wall height from top of footing = 6.00 ft Wall thickness at bottom = 7.63 in Footing width 3.00 ft Footing depth = 12.00 in Distance from the HEEL to the wall = 6.00 in Key width = 0.00 in Key depth = 0.00 in Concrete weight = 150.00 pcf, Masonry weight (wall stem) = 135.00 pcf- SOIL PROPERTIES AND LOADS Height of soil from top of footing = 6.00 ft Equivilent fluid pressure = 30.00 pcf Angle of internal friction = 34.85 degrees -- Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 0.00 ft Drained soil weight = 110.00 pcf Wall -soil coefficient of friction = 0.25 Coefficient of sliding friction = 0.25 Passive pressure is TRIANGULAR Passive pressure = 250.00 pcf Weight of the soil = 110.00 pcf Axial wall load = 0.00 plf RESULTS Factor of safety for overturning = 1.85 Factor of safety for sliding = 0.67 Maximum soil bearing pressure = 1004.93 psf The length of the pressure diagram = 2.94 ft Wall shear (at base) = 540.00 lbs Wall moment (at base) = 1080.00 ft -lb Robert D. McGhie SE RETAINING WALL PROGRAM JOB: MINKLER JUNE 1, 1992 RETAINING WALL FOR SOIL ONLY WALL MOMENTS & REINFORCEMENT Masonry strength Design is HALF stress Reinforcing steel allowable stress Reinforcing steel cover from soil to center of steel Dist. above top of footing Shear/ft. Moment/ft. .6.00 feet 0.0 lbs 0.0 ft -lbs 5.00 feet 15.0 lbs 5.0 ft -lbs 4.00 feet 60.0 lbs 46.0 ft -lbs 3.00 feet 135.0 lbs 135.0 ft -lbs 2.00 feet 240.0 lbs 320.0 ft -lbs 1.00 feet 375.0 lbs 625.0 ft -lbs 0.00 feet 540.0 lbs 1080.0 ft -lbs , H6H6 -7" 1500.00 psi 20000.00 psi = 2.00 in As/ft. required 0.0641 sq. in. 0.0641 sq. in. 0.0641 sq. in. 0.0641 sq. in. 0.0641 sq. in. 0.0728 sq. in. 0.1289 sq. in. a �>�IEET I D The HIM Anchor continued Specificatian' Table (Rebar) Reber Setting Tool Reber Ole. Adhesive Cartridge Description HIM Drill HIM Drill Bit Diameter on.) Recom- mended Standard Embedment on.) Can trldge Per Hole Minimum Overall Reber Length on.) Rem No. Description 000604694 TE -F Rebar Adaptor f/3 M3 or fie" HEA 4e' - 31h" TE -52!72 1h 31h 1 71h 000604702 TE -F Rebar Adaptor M4 #4 or 1h' HEA th' - 4//4" TE -52/72 ft 4% 1 81/4 000604710 TE -F Rebar Adaptar N5 #6 or 4k' HEA 4k' - 5" TE -72/92 131he 5 1 9 000604728 TE -F Rebar Adaptor N6 N6 or W4" HEA :V4" - 6%- TE -72/82 1 6% 1 101h 000607275 TE -F Rebar Adaptor N7 N7 or W HEA th' - 6%- TE -72/92 ilia 6% 1 11 000604738 TE -F Reber Adaptor K8 N8 or 1" HEA 1" -81M" TE -72/92 11/4 81/4 1 121h 000608301 TE -F Rebar Adaptor N9 N9 or 11th" HEA 1 " - 81/4' TE -92 on 11h 81h 2' 121h 000608590 TE -F Rebar Adaptor #10 #10 or 11/4" HEA 11/4' -12" TE -92 on 1 W4 12 1 18 'Note: The best method for setting the d9 rebar Is to crush the first cartridge into the hole and Insert the second on top of the first. Installation Instructions — Rebar 1. Set the drill depth gauge and hammer drill the hole to the required hole depth. IMPORTANT: Clear out dust and fragments; preferably using a jet of water or compressed air and a wire brush. The hole may be damp, but the standing water should be blown out. 2. Insert appropriate diameter HEA adhesive cartridge(s) into pre -drilled hole in base material. 38 3. Rotate knurled locking sleeve aridinsert appropriate diameter rebar. End of rebar being inserted Into base material must have a 450 cut or a 900 chisel point. . 4. Place chisel pointed end of rebar on top of HEA cartridge and switch on hammer drill. Drive rebar to bottom of hole. S. The set anchor can not be disturbed or loaded before the specified curing time. NOTE: 1. The rebar setting tool can be cleaned by soaking it in a solvent and then blowing dry with compressed air. 2. The locking rollers of the setting tool should be lubricated every 100 installations, or as required, using Hilti Spray Lube or equivalent. t10. Y � w S. The set anchor can not be disturbed or loaded before the specified curing time. NOTE: 1. The rebar setting tool can be cleaned by soaking it in a solvent and then blowing dry with compressed air. 2. The locking rollers of the setting tool should be lubricated every 100 installations, or as required, using Hilti Spray Lube or equivalent. � C6T I Bond Strength For Rebar Installed With HILTI HEA Capsules Rebar Diameter Embed. Depth Adhesive Capsule(a) Required HEA Ultimate Bond Strength lbs 2000 PSI 3000 PSI 4000 PSI 6000 PSI Grade 60 Rebar' Yield 7bnslle Strength Strength #3 3/h 1 - % x 3'h 6320 7150 7970 9620 6600 9900 51/4 2 - % x 31h 9480 10720 11960 14430 6600 9900 7 2 - 3& x 3112 12640 14290 15940 19240 6600 9900 #4 41/4 1 - I& x 41/4 9680 10980 12270 14850 12000 18000 64e 1 -112 x 41/4 & 1 - 31e x 3112 14520 16460 18400 22280 12000 18000 8'12 2 -112 x 41/4 19360 21950 24530 29710 12000 18000 #5 5 1 -%x5 15000 16920 18830 22650 18600 27900 7112 1-%X5&1 -1h x 4'/4 22490 25370 28240 33980 18600 27900 10 2-%x5 29990 33820 37650 45310 18600 27900 #6 6% 1- 44 x 6% 21020 24250 27470 33930 26400 39600 10 1- 3/4 x bare & 1 -1h x 41/4 31530 36370 41210 50890 26400 39600 131/4 2 - 3/4 x 6% 42040 48500 54950 67850 26400 39600 #7 bare 1 - 7/a x 6% 23650 27280 30910 38170 36000 54000 10 2 - 2Y4 x bare 35470 40920 46360 57250 36000 54000 131/4 2-%x6% 47300 54560 61810 76330 36000 54000 #8 8'/4 1-1 X81/4 35640 40500 45360 55080 47400 71100 12% 2 - sh x bare 53460 60750 68040 82610 47400 71100 16'12 2 -1 x 81/4 71270 80990 90710 110150 47400 71100 #9 81/4 2 -1 x81/4 48210 54820 61430 74640 60000 90000 12% 3-1 x81/4 72310 82230 92140 111970 60000 90000 #10 12 1-11/4 x 12 63330 71910 1 80490 1 97640 1 76200 114300 18 1 -1'/4x12&2 -1x8'/4 79170 90060 1 100940 1 122710 76200 1 114300 1. aceel sm3ngln oaseo on nominal crgw-m conal area or Rebar. Listings (HAS Rod) International Conference of Building Officials ICBO ES Report #4016 Southern Building Code Congress Intemational SBCCI Report #8913 City of Los Angeles COLA Research Report #24397 Suggested Specification: Adhesive Anchors HAS — Adhesivq anchors shall consist of all -thread anchor rod, nut, washer, and adhesive capsule. Anchor rods to be manufactured from: (1) ASTM A 307-80, Grade A, (2) AISI 4140, 4142, 4145, 4140H, 4142H, or 4146H meeting the requirements of ASTM A-193, Grade B-7, (3) AISI 304 stainless steel which meets the requirements of ASTM F 593-80. Anchor rods shall have rolled threads. The adhesive capsules used shall contain a vinylester resin as supplied in the HIM HEA adhesive capsules. HFA — Adhesive anchors shall consist of a female -threaded flush anchor insert and adhesive capsule. Anchor inserts to be manfactured from material which meets minimum ultimate tensile strength for are" and'h" diameter of 78 ksi and Ne" and 3/4" of 71 ksi. The adheisve capsules used shall contain a vinylester resin as supplied in the HIM HEA adhesive capsule. Installation — Adhesive anchors to be installed in holes drilled with HIM carbide tipped drill bits. Anchors shall be installed per manufacturer's recommendations. 39 K m A' CoUWY•OF BUTTE August' 7, 1992 BUILDING DEPT. AUG 9 1992 S Butte County Building Department ,Mr. John Henry `. T 7 County Center Drive Oroville, CA 95965 R RE: Minkler Lap Pool ` U 101 Spanish Hills Chico, CA CDear Mr. Henry: TThe scope of this' project includes locating a• `lap pool U with the approximate" dimensions; 10' wide by .451 long by 5' deep. RThe pool is, located less than 10' from a steep slope. the underlying material is solid lava cap, which will be A 'verified by the contractor and the building inspector. The existing lava is not prone .to 'erosion and is capable of L supporting the loads imposed by the lap pool. Should the contractor' note. -.cracks -or other irregularities in ,the lava cap, my,_office shall be notified and. 'the work stopped. Thereafter -the work shall be commenced only with my approval.. EIf you have any further questions or need further N clarification please do not hesitate to call me. Thank you for your attention to this .matter.*-. G Sincerely, 9W ZLRobert D. McGhie E RDM/nm Z6t� R- . 'E CUNT BUILDING DPARTftn 71 T PPRP JPY 60 Declaration Drive, Suite C ` Chico, California 95926 _ (916) 891-0903 66M, DATE 2/1512008 REPORT TIME INCIDENT NUMBER 1721 EVENT NUMBE1871 LOGGED B TP LOCAL FIRE NUMBE �� aat i nrai Fo-a RO COLBY - STATE FIRE NUMBER �45 �iAar crarw cern �nre.o.� BI CASE NUMBER �� I�iAArcAaare MEDICS I LOCATION J101 SPANISH GARDEN DR PRA K5 ! ECC ❑ RP RUTH i PHONE NUMBER 7612 REPORT METHO 911 899 WILDLAND FIRES STRUCTURE FIRE OTHER FIRE MEDICAL AIDS ❑ ESTIMATED ACRES Oj FIRE INFORMATION RESIDENTIAL FIRE INFO SENT HO EMAIL�j BY TP TO 7 -DAY LOGGED ❑ INITIALS JAMC PSA/OTHER HAZ MAT Billable Incident ❑ COMMENTS EMD ❑ DES ❑ Interesting Event w INCIDENT NAMBARRETT START DATE _ 2 /15/2006 _ START TIME !� 8:25 DIAMOND # �2.0 CAUSE EQUIPMENT LAND USE DOMESTIC ACRES TYPE OF ACRE DIAMOND 5 ONLY $ DAMAGE TYPE11 DOLLAR DAMAGE f 10000.00, SAVE 1000000.00+ INJURIES/FATALITIES ❑ # CIVILIAN INJURIES # CIVILIAN FATALITIES 0 # FF INJURIE 0� # FF FATALITIES i 0" -' FC -40 INFORMATION ♦ C ♦ New Incident W!'] FC -40 ❑ DATE OF FC -40 INC AGENCY INC # INC P# FC -40 COMP DATE ^` FC -40 COMP BY `F ' County Notifications❑ EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Califorriia 95965 • Telephone(530) 538-7541 P (Rev. 12/96) APPLICATION AND PERMIT � 03- ZONING ASSESSOR PARCEL NUMBER o I l _ ('l/I 15q BUILDING PERMIT OWNER . / e_ /jj���/j/�1�Of_I� / �✓` • !'�'1/ � �o T N l0� SO. FT. OCC. BUILDING VALUATION . GWNEWSI�NG ADDR � ,3^ (//I'Ov`''^t `/'_1 CONTRACTOR' NAME ^ - f T LEPHO E �� CO Rg!i 500 S MAMNG ESS /t �ln g,+ �� /�,5,9 'h-VYIvA. Il/�tl c N1 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �� I, 'l w Energy Plan Checking Fee $ 41-10 $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ 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 ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: p j� /, _761DC,&+y r �O �� -' "�-� �� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ cu ELECTRICAL PERMIT I Filing Fee 1 20.00 Main Service( 0eo.A OR LESoR LESSS 2o 1 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.FOWER License Class G e.-crw/ 5 Lic. No. 2194 2-b 10 OWNER -BUILDER DECLARATION 1 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 200A TO 1000A 1 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLAS. SO 3.5¢FT, NO" N.pESID 1.MULTI.OUTLET 97,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET ORFD(TURES BAL@':50 Ex. Occup. FI. xUT ETS R91 DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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.) . ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply with ose prov ions. X T Date 111 20103 Sign ure of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction//�/J of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ . YPE ;.A.TFE TOTAL FEE $ ES IMP FLOOD CDF PARCEL pp HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code d/or Resolutions to do work indicateKa ova for which e s have been paid. 112 By Date [�li `9 PERMIT EXPIRES ON 2/� v3 Date Receipt No. (7% iP%on WHITE-D.D.S.-B.C17. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FROM :BARRETT FINANCIAL SERVICES FAX NO. :5308942628 Jul. 02 2010 01:20PM P1 Jul 02 10 09:21a 'O` On?�s Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville,,CA 96965 (530) 638-7801 Telephone (530) 638-7786 Facsimile Www buttecoun .net/dds mtw-w.buttegenoralelan.not BUII-OING"PI.ANNING'ADMI NISTIiATION AFFIDAVIT REQUESTING DUPLICATE PLANS (California Health and Safety Code Section 7 9861 -19853) p.2 The official copy of the building plans may not be duplicated without written Permission from the cartified, - �icensad, or registered- professional, if any, who signed -the Ptam-K�rid-the-bull dMg- owner:- !!Lhenebyzequest duplicate copies of the building plans on file.withihaButter County Department of _... _. eYe1opmenLSentic,es, Building DMs€on for: qa- ars: `t $ Assessor's Parcel Number ( -aVeo - S Permit Number(s): - ;t61 I3 PC Located at: I am aware of the following three previsions of the California Health and Safety Code as follows' 955 (Zip Godo) 1. That the copy of the plans shall only be used for the maintenance, operation, and use of the building. 2. That the drawings are Instruments of professional service and are incomplete without the interpretation of the certified, lbunsed or registered professional of record. 3. That subdivision (a) of Section 5536.25 of the Business and Professions Code states that a licensed architect who signs plans, specifications, reports, or documents shall not be responsible for damage caused by subsequent changes to, or use of, those plans, specifications, reports, or documents where the subsequent changes of uses, including changes or uses made by state or local government agencies, are not authorized or approved In writing by the licensed architect who originally signed the pians, specifications, reports, or documents, provided that the written authorization or approval was not unreasonably withheld by the architect and the architectural service rendered by the architect who signed and stamped the plans, specifications, reports, or documents was not also a proximate cause of the damage. Current Building Ownerlla r r r '�''rbeessign Profession of Record Signature of person requesting copies: Printed name of person requesting copies: _hej�oQtcia� B_a..rj-e„ Date: I- a. - to Contact Phone Number: sU0 — 3c43 G,S/pl`U.- �`/-a�•�/�1 �✓� Address: /0/ 3 /z T�r i -9 9Sg2 Q IF Reason for requesting duplicate set of plans: &POrdS 4;r "1j) 10,1K_ 16A rnn I u rr rPlb 1 ir5 FOR BUILDING DIYIGION USE —O71.— ^^Y V OMer Permiaelow Date Sent: Date Received ... /� Q Proresslonal Permission- Date Sent: Date Receival 12/7/07 y r COR. LOT ; GO.` 5/4 1. P. 14203 I Wl NN asp 400 \f -30.? 1 -T 2 ?9 S 231.06 "W , — 2 5.03 te) 6 w 0 to W 0 N E to APPROX. TOP OF BLUF L 1 N 0 LOT 8 _(D LOT 9 — w LOT 7 co . Ac 00 . 3.00 Ac. .3 N 3.00 Ac. tri 0, w W 41 to in 41 W 0) 0 .N 0 O CD _w - N w CJ 0 0 N0 t, to 0 o 0 0 U-) V) to r-- 0 C\j 0 LD U) 10 P.U.E. SEE DETAIL "B" --------- - AF S o -39 59 W50' B.S.L.Eb 122.05 9 o\s 1-55-31 N-88°10'21" E 1,514 go. -54 S 200470i'E N 81007'14 E 2 7 9. 1 96 8' - SPAN - ALM 29. 81 N 0 .208.15' Igg Y, 221.59,z-z-,Lz 461-4 1-d S 820 31' 57' W SKYWAY SE EA SEMEN T DATA O N 83059'12" E 83.32' S 7028'04"E 47.54' LOT 8 w CURVE DATA 3 0 00 c\j LOT 9 R L 0 0 O Op 070 49' 25" 500.00' 68.28' o p U) 180 57' 23" 500.00 1665.4 3' ' • 90'34 07 0 27,' 01 " 200.00' 2ro.0 1 12 59 - 47 0 12 ' 51 " 200.00' 164 .81 6 82.70 3 1 0 59' 00". 200-00' 1 1 1 .64 (D 26 0 32' 30" 200.00' 92.65' to @ 440 50' 30" 1 50.00 1 17 .40' 0 LOT 22 760 4 00"! 50.00 66.92' DE TAIL B NOTE A 100' NO DEVELOPMENT SETBACK AREA EXISTS FROM THE NORTHERLY PROPERTY LINES OF LOTS I THROUGH 10. THIS SETBACK IS A BOT . ANICAL PRESERVE EASEMENT WHICH' PRECLUDES EXCAVATION, ANY AGRICULTURAL USES, KEEPING OF LIVESTOCK, CUTTING DOWN OF TREES OR CLEARING OF LAND. COR. LOT ; GO.` 5/4 1. P. 14203 I Wl NN asp 400 \f -30.? 1 -T 2 ?9 S 231.06 "W , — 2 5.03 te) 6 w 0 to W 0 N E to APPROX. TOP OF BLUF L 1 N 0 LOT 8 _(D LOT 9 — w LOT 7 co . Ac 00 . 3.00 Ac. .3 N 3.00 Ac. tri 0, w W 41 to in 41 W 0) 0 .N 0 O CD _w - N w CJ 0 0 N0 t, to 0 o 0 0 U-) V) to r-- 0 C\j 0 LD U) 10 P.U.E. SEE DETAIL "B" --------- - AF S o -39 59 W50' B.S.L.Eb 122.05 9 o\s 1-55-31 N-88°10'21" E 1,514 go. -54 S 200470i'E N 81007'14 E 2 7 9. 1 96 8' - SPAN - ALM 29. 81 N 0 .208.15' Igg Y, 221.59,z-z-,Lz 461-4 1-d S 820 31' 57' W SKYWAY SE EA SEMEN T DATA O N 83059'12" E 83.32' S 7028'04"E 47.54' O 67:7 r, MATCH �z i0 O I I TO SHEET 3 OF 5 .�,�► 1 S 07°_28 02E r^ 279.63' N N (I O N I *(A olO10 61.26 ro ml I N (� I m In � v po � 0 m I m � /4000, 70.45' cD O� 0 1 N N1, O aCA ON f �� DD -_ I N N O W NW OD ~ W wl IU La O � 11 0 w r' O O n S 07 ° 2 8' 0 3" E 254.00' --� �r — 570.17/ / 609. 43' 273.67 161.51 `5 5 6' r_ z M w r � 00 1 (D I 070 280 02 E o- 0 — C �- ©\ o Qi 29a rn 0� ,, 580.32' D v W r"' ; o O x i O --� OD ./ S 070 28'. 03' E 646. 3V 273.67 161.51 `5 5 6' r_ z M w r � 00 1 (D I 070 280 02 E o- 0 — C �- ©\ o Qi 29a rn 0� ,, 580.32' t ti CEO Ho s E, C: 3 { r�lz Nq/Ek:I.;�% APPROVED Butte County virronmental Health 3 ign tura: :`E_ 1,4 L-NVIRCi�Tea_ ���ik, � t�r��.li�`� ��----�--..'-�....,-.Y,._-^.;—�--•--.,._...._.._..-�,._,,,,..,e,.. � ���� . ;,I APR 1.6 2003 s i ti CEO Ho s E, C: 3 { r�lz Nq/Ek:I.;�% APPROVED Butte County virronmental Health 3 ign tura: :`E_ 1,4 L-NVIRCi�Tea_ ���ik, � t�r��.li�`� ��----�--..'-�....,-.Y,._-^.;—�--•--.,._...._.._..-�,._,,,,..,e,.. � ���� . ;,I APR 1.6 2003 s ow—::- .., . o v rz I'2.A..MI NC-r ��6 S7 -V aS • R--• ,��-mac.. o u..l �. IN P• F NGir GIL) P,, Zx S. s-ru PIS V. AT -T AGI-! APPOVI Environmental ENVIH®K,`ENTAL HEAL ARR 16 2003 22t•, 2. .. otn 0 >10 N O .� rI P4 0 p Ag 04 N`� PAH,N �, cHtu H i P UP'0�Nb . . rd r°U�UU)0x�' 0 oo �q to ,� N 3 .+~ r r e cd yy bi rd O •}J N 3 0r -i P4 ' Nro r N H 0� O 0 o 'CL r3 j .,� � rdN N p N N N CIO r..q 4-4 cap n N '4-ri0 �� 4-) r O -) 4 Q N O U U y a tr? N n N N N N N O N +) 0 O I~ I H p'O O A O N U N P4 N PpP0OA� 44 r -I �, O A N N ro 4 N •� N ri td R7 C.) y O r-1 UO •N cd N N N 4J b pk Pax N �t0 NOUNS b0 4� �N N � >1 a) a�,� N N._ cd 4-) N N U N P4 N U P4O ?+ >1,� 4-� 4-)� o .O 4J "�� F �O o � r -i +' �xU Amo x NN P. �,�0PI�a-'N �.�o w+JoP N I •��, N C� cn 4-) UO .. N �N Nisp,004N �O •� U Q D .r., N .� N >C :jO ca j 0 P4 A 3 b +� N N U U H U 4-I a ti it i! IZ K IZ - 69RAVEL_ �J 3 PFKF. FPIPE, TO DVIU f � r r ., f �1%s Sof of plans and � �o��:�� ' + Z �� F P , fions MUST SP .> 3 4 ; 3A R -- _ ko f can fhe ,!47rrev "�. }� A "^?rk, a lheirP t •►� , . a HAI RPI N PER t" LAND L' Clip 4y.s S ' i"S ,i,pr., NOMS 0 ��? ^ wi� Q • �, // lel 6 EM3ED, lei HIL -TI ADN��1VE c x i e tofPubi ,, L%i1 llit..i / , ( or�s' Cdo,t�ty of ,�u'}fe< ►, NNC HOR IN ,!!5TAL-L-FD oN �H � i I0 �>= ,AL..,GuL ATION� r I � . RETA N N G WAS , (NO�GAL-E> -�- 6 GMLI OPEW END FL—OC--K Q t li o r, Z c goND BEAM :Z!' CLEAR___ TYP E,4. WALL • C Int' a. c1 VERTWSTE j • .C(XlIVTY k it y Z 4T„r 4� a� • z IZ x IZ VE W 3 IS I? P !N r. . HoR GRA L. 1= IP T R/� \`" AVHOV ' xa 3 _ •4 Y.. y IS" o.c. P.W. gi-AUA. G,AP QO ` HAIRP►N P�(Z PLAN °o -I. �ONGRe--TE Z-500 P51a Z 3 DAYS d C. -A RGO W/ j5 EM:.5E P- I N STALLS -D PaR ' 00.V V... `.�•. �w t► V7 C -,AP �HAt—V-..1../� 1... 1 ��O I� IV I���. t k1ALL- eK 1 C� HP.L L -VeR�FY �TRU�--T�KA C-ONTRP.GT R E I� �\_....-� INTEGKITY of ` (AVNA GAP � 711=Y � aiN - A r. LAP P00� C�a SGA IF NY PRo6��-11 ASA 15 >`oU-I P r WA7 EfR P9001:5MF-1159AN� 0, LAP POOL. �Y car�T --TD , T t \ LEG EA_ SIDE OF DOWEL _ � iii —s ---- -�, � ✓.,�..�^-�'` _. St li � 41 1 � 4 HAIRPIN W 'OE t LEG EA. SI PE- DOWEL !� ' GM ING�� a FF, .EIS 8 W P I __..: U L -OG K 4 r V,/. �A, S �D g ►� -^% OAR4 ' c i�wr,yw.. FY � s Y'lu 1 s 1... g •.1 �-., 9+. �. � �'$'p l 4 O.C. ERT. � e y3P... ., <,LE/" ,. ,... f�tv, i l(�+.,.. .. ,,.. LY,.,�,..Ed,.. s:..1;���'l j rsr'r� ., ;t� ».,..� s ti it i! IZ K IZ - 69RAVEL_ �J 3 PFKF. FPIPE, TO DVIU f � r r ., f �1%s Sof of plans and � �o��:�� ' + Z �� F P , fions MUST SP .> 3 4 ; 3A R -- _ ko f can fhe ,!47rrev "�. }� A "^?rk, a lheirP t •►� , . a HAI RPI N PER t" LAND L' Clip 4y.s S ' i"S ,i,pr., NOMS 0 ��? ^ wi� Q • �, // lel 6 EM3ED, lei HIL -TI ADN��1VE c x i e tofPubi ,, L%i1 llit..i / , ( or�s' Cdo,t�ty of ,�u'}fe< ►, NNC HOR IN ,!!5TAL-L-FD oN �H � i I0 �>= ,AL..,GuL ATION� r I � . 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