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HomeMy WebLinkAbout017-100-049-JACK. ASHBM-_.. 12424 Center_ viller Road~^ Chico Permit# y, P,E,M(new single family) vxI . �o�[P/ 11-31=49 Permit#3784-87B E-(new detachedara e g ..g ) r " - 1 - Y n L " o Y 1 �"' f J I ., . jig Y � .. \ '�• .I �, • �� � 1 I +` PERMIT NO. , j PERMIT EXPIRES JACK ASHBURN OWNER owner ` -51-36-49 ASSESSOR -PARCEL (LOCATION 12524 Centerville Rd.., Chico - — ;rOFFICE,COPY i _•Add ess: t� .. 7#o, i r _ _G AS' �} I `Meter Bye ~' Date R. 1 t I jt `ELECTRIC' Meter By + Date • ',tip 7y► , I+. Temp. Power Pole Yt Called PG&E c ,i Temp. Elec. Service ` �• ,Called PG&E f� Temp. Gas Service r Called PG&E it JOB' FINALEI I i Signature OK O = Not OK - = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's - 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails - 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L "ft./ /"Nat. or/ /"L "ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. - Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI _ Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements 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-Connector3. Pool Structure; Steel -.Connections -Thickness -Dead Men -Lining___ 4. Electricity; MH Test -Crossovers -Breakers -Clearances` 4. Elec.: Receptacles and Lighting; Distances-GFI 5. Drain; MH 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/O 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 Lghtg. 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 -BI Date Card -BI Date Card B -I Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date a O = Not OK = Not Applicable *�= Not Ready ' RESMENTIAL'(Sing,ie and Duplex) Date UNDE OOR Plans OK except #'s Date FRA G Continued t"fo_wlig requirements -Setback sements 7f erty Line Firewall & Openings tg., Main; Soils-Steel-Elec. - /_ /" Ftg. Depth E�rt. Doors -One 3' -Check Garage -3rd story, 2 exits g Garage; Soils -Ste -,/ 'r tg. Depth . St irs; Width -Headroom -Rise -Run -Landing -Fire Protection 4A_P g., Porches & De ; So Is eel- / /" Ftg. Depth Plywood on Roof Overhang -Attic Vents -Rafter Outriggers emwalls,'Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer emwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7.=•Riere-FireplacLgw_­Tteel lazing Area -Glass Protection -S ylights-P astic _ Z -FiitjyaCs- -2 way C/O -Sewer Test 45eolghear Walls; -Bolts 9. Gas Pipe; Size -Anchors 1{ i0/9�ater Pipe; Anchors -Regulator -Service Test _ 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI ate Card -BI Dale . Card -BI Date Card -BI Date f Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FIN (Plans) OK except H's Card -BI Date Card -BI Date Date PL ING (Permit) OK except q's xt. Steps -Door & Sidelight Protection -Landings 47ooeSpoke Detector _ V)(ater HL; Vent -Access -Combustion Air Furnace; Vents -Clearance -Comb. Air -Connector - _W -Garage; Above Floor -Ducts -Meth. Protection W er Pipe; Test & Anchors -Nail Protection - V.; Test-Fttngs & Anchors -Nail Protection �r Bedroom Exiting _—_1 _ Pan; Test, First Floor -Tub Access F.I. & Bath Fixtures & Tub Access __Shower Test Tub & Shower, 2nd Floor -Tub Access Q1 Elec. Trim & Subpanel; Breaker Sizes -Labels _�_ has Pipe; Size & Anchors S airs & Rails . Fireplace or Stove; Clearances -Hearth `+, Elec. Outlets at Wood Panel; Int. & Ext. Carp -BI Date Card -BI Date Kit. Fix'. e& A liance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date Date ELE TRICAL Permit OK except p's let. Outlets & Receptacles at Kit. Counter &I tarage'Fire Door; Swing -Landing -Closer C. Duct in Gara a -Dant er , F' ture &Transformer Clearance -Ins. Protection tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V,.- In Garage; Above Floor -Meeh. Protection 7 Ib., Elec. & Mech. Equip. Listed for Location — c. Receptacles Spacing -Lights &Switches at Doors e Boxes & No. of Conductors -Stapled --� 9;,ROmex Installed Close to Edge of Studs & C.J. W-Elec. Receptacles in Garage; (G,F:I, )-Romex Protec. - �.goip. Ground made up w/Mech. Fasteners -Bond Gas &Water nsulation- Foam -Looked in Attic ❑Yes -- Lit,"'_?Appliance Circuits in Kitchen &Conductor Size uard Rails & Deck Construction -Post Caps _ - feed Wire Size i / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At -14-Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ' Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al,75. �� ;4ulated Neutral `Yes ❑No-- - - �SClvice-Riser Conductors & Ground -Main Disconnect � uip. Clearances; Panels-Motors-Mech. Equip. — g ' ,,_. �'❑ Yes Walks Following instld.: Drive ❑ Yes o; Planters El Yes 'Flo eco; Brown -Finish 7 C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Clothes Closet Light -Shower Light _ P!Sents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. - -- ---- - - ---------------tieSoter Ir Card B-I.Lj -_ Date (/ Card -BI __ Date ----1-iii Card B-1 Date Card -BI Date Well; Disconnect, Electrical, Plumbing .-Exterior Elec. Trim; G.F.I. Receptacle -Underground JU-yentilation throughout House Glass Protection Date EC NICAL (Permit) OK except N's orrections from Previous Inspections s Test -Meters Tagged; Gas -Electric �_'C. Ducts; Insulation & Support Water & Sewer Connected -C/0 to Grade -HD Approval (32� Vent Fan_ Exhaust above Insulation __— _-_- condensate Drain _& Overilow; Size & Grade a-8+.--Purnace-Vent; Access -Comb. Air -Return Air Vent -115V outlet gg• Energy Compliance Certificate -Other Certificates Attic Access & Platform if Furnace in Attic - ------------- Card -BI `Date t♦ a�Card-BI Date - -1 - --.--.t{--I- % --- ---- Card -BI Date Card -BI Date _ Card -BI t Date Card -BI Date Card -BI Date Card -BI Date _ Card -BI Date Card -BI Date Date F AM G(Plans) OK except p's Comments at Final: Proper Material & Anchors_ _ - — Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound_ earing Walls over Girders & Floor Nailing 3aft Stop in Walls (rat proof) _ � re Stops; Furred Ceilings -Stairs -Chases -Tub 1 V 41,41-q�ader & Beam -Size & Bearing illi angers -Post Caps -Anchors -Connectors � Cl . Joist-Rfir. Ties-Purlin-Roof Brac.-Truss-Sfithnq.-Rfnq. replace Ties or Type A Flue -Fireplace Throat flit Access: Size & Rom_ex Protection -Draft Stop -Ins. Baffles L&o'Sdrm. Windows or Exiting Doors -Sill Hg L_& Dimensions- 41l-15arage Fire Protection Framing — (NOTE: Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE + DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534541 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 WORKS, 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — 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 co act this office immediately. 12 I Inspector Date _ o x Inspector Date '` COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKSV <� 196 Memorial Way, Chico — Phone: 891-2751y�/ 7 County Center Drive, Oroville — Phone: 534-4541 d Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE Al _ - /d s _7V 11F;N Vl //r / 2/ V_ 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 f 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 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. 1, Inspector4:&-/ AL4* Date �Q� oC. 7(D'- (f �� S "A t + ` �r 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 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 explana ion, please contact this office immediately. le tea. Inspector Date Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 , 7 County Center Drive, Orovi Ile — Phone: 534-4541 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 Tat t&'or need additional explanation, please contact this office immediately. _P2A1n UMT-1 Inspector Date i` d M EAS? ASG E TO DAT,E) /I TIME/ VIPHONE 2 .M200 relephone'd f lease Call ❑ Was In ❑ Returned Call /❑ Will Call Again ❑ Wants to See You ❑ Information Note and ❑ Reply ❑ Comment ❑ Re-route ❑ Signature ❑ Investigate ❑ Return ❑ Approval ❑ Contact Me ❑ File ❑ Forwarded Per Request MESSAGE By Opener: 'J. F. Ashburn Permit No. E N E R G Y- C 'E"R`T •I F I •C `A T I O 'N Centerville Rn ds, Chi cn. CA LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material' N/A Thickness(inches) ` EXTERIOR WALL. Material Fiberglas Batts Thickness(inches) CEILING .Batt or Blanket Type Fiberglas Thickness(inches) 11T' Loose Fill Type InsulSafe II Minimum Thicknesg(Inches) 1011. Area covered(ft. ) 2400 INTERIOR WALL - Material Fiberglas Batts Thickness(inches) - 33 ' FLOOR, SLAB Material N/A Thickness(inches) Width(inches) FOUNDATION WALL Material N/A _ Thickness(inches) Brand Name ° Thermal Resistance (R Value) Brand Name CertainTeed Theirmal Resistance(R Value). R -y 19 Brand- Name. CertainTeed '-Thermal Resistance(R Value) R U __ Brand Name•'.CertainTeed . Number of Bags 0- Wt. per bag _ 25 - Thermal 5 1b: Thermal Resistance(R Value) R-30-_ Brand Name Certa nTee Thermal Resistance(R Value) RR -I R Brand.. -Name Thermal Resistance(R Value)® Brand Name Thermal Resistance(R Value) i I hereby, certify that the above insulation was installed in the above building in�or aance. with the State qf-c-aTifornia Energy RequLrementsf ins.I ation Co. Iric. #378407 _ STATE CONTRACTOR'S,LICENSE 140. ` 2/19/85 i --®—w OF INSTALLATION APPLICATOR 1 '' ..DATE ' i• j i r . + r•, •,. _. '^ �. ...� ++i qtr• • '.•F. ,, r• - . •I hereby certify.the-above,itisulation and all required.items as shown on the Building Department approved plans and attachments have'been installed as "'required by the.State of California Energy Requirements. All equipment,'devices And materials are of the.quality prescribed or are specifically approved by the State of California. �l 4SW& 12 .0 y V 1-1?4G to %1! FIRM NAME/OWNER (Flease.print) STATE CONTRACTOR'S LICENSB NO. SIGNAVkE OF OE.NERAL CONTRACTOR OWNER 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 COUNTY OF BUTTE - DEP•ARTME'NT' OF PUBLIC WORKSv PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION Aht, PERMIT _ar-N ASSESSOR PARCEL NUMBER Z BUILDING PERMI OWNER LEPHONE SQ. FT. OCC, BUILDING ATION OWNER'S MJrILING ADDRESS O �� ®� V CONTRACTOR'S NAM T L PH NE -7-7T QPC7Q CONTRACTOR'S MAILING ADDRESS Fireplace 0a CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 4ff,00 AR ITECT OR ENGINEER LICENSE NO, Plan Checking Fee $ IJW.50 $ ARCHITECT OR ENGI ER'S AILING ADDRES !Permit fee ,-BUILDING ADDRES.T. Z _ PLUMBING PERMIT Filing Fee 10,00 Each Trap 2.00 C94D Solar Water Heater 20.00 Water piping 5.00 51 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 67, co Gas piping system 1 - 5 outlets 5.00 5/@.O USE OF STRUCTURE SFV Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 ®c� Mobile Home I S I G W 10.00 e TYPE OF WORK Newt/ Addition❑ Remodel❑ Utilities❑ Installation❑ Other [:1 Describe work: 021 4 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS10.00i00 Main service EA. ADD'L 100 AMP 2.50 ?,SO NEW CONST OR ADDNS. ( ACCLBLDGS.CC .& 21/2QSQft Q , CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): F -1I am licensed under provisions Of Chapt. 9, Div. 3 of the Business Code and my license is in f and ProfessionsII force and effect. License No.,.91 9 634 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 -0 NT ULTI-OUTLET 2,50 ea NON -RE BRANCH CIRC ITS. NEW CONSTR. POWER APPARATUS &' ( NON.RESID. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES SAL030 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 O zo Mobile Home Facilities 15.00 Misc. (Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file 'with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating &,60 Cooling�Q) Hood 3.00 �© Ventilation 60 93, 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 relating0,00 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 sai CouW4, in consequence of the granting of this permit. X Date V_/a, > S• tura of Applicant — Owner ac [D� Agent ❑ n 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 $ TOTAL PERMIT FEE $ s/ Occu P. GROUP T PE OF CONST. PARC PD HD ISSU This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC By P IT EXPIRES Date the applicable resolutions fees have been WORKS Date provi- to do paid. — Receipt No. 0l� WHITE-D.P.W.. FELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT _ FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement (fCFiC'1►L RSO`'' BUTTE tOL1NTY C:I.t be recorded prior to issuance of a building permit. IQt"CORDS HUII#� A T rl, Fi, The property described herein is adjacent to land or included7rr (•�1•- within an area zoned for agricultural purposes, and residents of this �2 27�'��A3 property may be subject to inconveniences or discomfort arising from ELEANOR M.8E KED the use of agricultural chemicals, including, but not limited to herbic hM -P&996 tae and fertilizers; and from the pursuit of agricultural operations including, but not li!9 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:, . 41 The South 130 feet.of.the North.260 feet between parallel lines. of' the following described.. property'. All that portion of.the South half of the Southeast"quarter of the' �tti, Southeast quarter of`Sect.ion 18,.Township 22 North, Rarige.3 East, M.D.B.&M., lying East of the centerline of a County.. Road known'as Humbug Road, and West 'of the centerline. of Butte .Creek.. Sept. 1, 1983 Date: PROPERTY OWNERS: Jack F. Ashburn ASuzanne Ashburn State of California ) On this the 1st dayof Sept. 19 83 before County of Butte SS. me, the undersigned Notary Public, personally appeared .) �' � ^/� •/j ���� Present A.P. No.3�— //�✓��1� F' �S,�t3 � 2.ci Ll Personally known to me. /XX Proved to me'on the basis of satisfactory evidence.. to be the person(s* whose fiame>x) is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal _ �Nota�ry! Pu". OFFICIAL SEAL MARIANNE REED NOTARY PUBLIC • CALIFORNIA BUTTE COUNTY Aly comm. expires AUG 22, 1987 w 0 0 DO rn CZ OF DOCUME N- T -0 tr.o U I a I qtt W4 -yo ONE 1 �1�, OWNER AAft POINTS PERMIT NO, •ASSSSIIGGNED ACTUAL �+ 1. SLAB -, IN U6 t • IT NL• 2.-P.AISED ,FLOOR - R-19 3.', CEILING R-30 0 4. WALL - R-19 Oft &A '10 IL 5.' - NORTH GLAZING - 2.4-3.6/ 1411 EAST GLAZING - 2.5-3.61 10,11 - 7.- SOUTH GLAZING - - 1.6-3.61 3-310 a0 ` 8. WEST GLAZING. - 2.9-3.6% .ty= - �r 9. SKYLIGHT - 0-1.31- Q+/V ;10. SHADING_(Exclude Overhang) i . EAST- 67-.82 SOUTH - .19-.42 *a& 0 ] 3 WEST - .13-.36 a SKYLIGHT 3-7-.57 11. HORIZONTAL SOUTH OVERHANG 2'�t Q . e 12. MOVABLE' INSULATION - NONE Q 13." INFILTRATION (Standard=O)(Tight=+12) �• 14. THERMAL MASS 3S0 MlOSF OL 15: -,GAS FURNACE (SE) 71-76% � 16. ?TEAT PU1iP (EER) 7.5-7.9% � 17. DUAL PACK (SE, SEER) 8.0-8.3/71-761 + 13. ACTIVE SOLAR 601 THIN (NONE) 1.9. ZONALLY CONTROLLED -ELECTRIC 20. GAS 4YiMWW- `W� -� .21. OTHER .-- NO ELECTRIC (HW) wwwo qwwamwo u Table 3-3a. Ceiling Insulation Points R -Value of Insulation I Pointe I 19 I -4 22 I -2 30 I 0 38 I +2 49 I +4 Table 3-7. South-Facinq G1azlne Pts Table 3-10. Shadin¢ Coeffitienr P�4- 1 I Glazing Type I I • Total I I i Z of I Sngl, I Dbl, Trpl, I Floor I (U - I (U - I (U - I I Area 11.10) 10.65) 1 0.41)1 I I oints [points I ointsl O 1 +! 1 +3 1-4-3-T I 5.3- 6.5 I 1 6.6- 7.7 I I 7.8- 8.9 I I 9.0-10.0 I Table 3-4a. Wall Insulation Points 110.1-11.5 1 T- 11 11.6-13.0 I I R -Value of Insulation I Points I 113.1-14.5 I I I I 1 14.6-16.0 i I' I 19 1 0 Table 3-8. W 1 24 i +2 1 1 30 i +3 i I Total I I Z of I Floor I (U - I (U - I (U - I Table 3-5. North-Facin Glazing Pta I Area 1 1.10) 10.65) i 0.41)1 -� T -1 (points IDoints loointsl I Glazing Type I I 0 I Total I i I up to 1.3 I Z of ISngl. I Dbl, I Trpl, ) 1.4- 2.2 I I Floor I U- ► U- I U- I i 2:S- 2.8 Ates 10.66 1 0.42- 10.41 I 11.10 i 0.65 1 down I 0 0 44•' 44 +4 I 3- 2.3 +1 I +2 +2 i 5.1- 5.6 I- I -2 II +1 I I s.7- 6.2 I 1 3.7- 4.8 I -4 1 -2 1-1 I 1 7,0- 7.6 I 1 4.9- 6.1 I -7 1 -4 .I -3 I 1 7.7- 8.2 I I 6.2- 7.3 I -9 1 -6 I -5 I 1 8.3- 8.8 1 I 7.4- 8.2 i -12 1 -8 1 -7 I j 8.4- 9.5 I i 8.3- 9.7 I -14 1 -10 I -8 I 1 9.6-10.1 I I 9.8-10.8 I -17. 1 -12 1 -lo I 110.2-11.0 I -19. i1 -14 i-12 1:1-11.8 . 3.2 2 1 -16 -13 11.9-12.7 4 - -18 -15 12.-13.5 -20 -17 ( 13.6-1G.3i I1I 114.4-15.2 i +2 1 I +2 -4 I I -2 -6 I -4 , I -3 -9 I -6 I -5 -11 I -8 I -7 -13 1 -10 .I -9 -17. I -13 ( -11 -21 I =16 I -14 -25 1 -19 I -16 -28 1 -22 I -19 st-Facing Glazing Pts - Glazing Type +6 1 +6 1 +6 +5 I +6 I +6 +3 I +4 I +5 0 i +2 I +3 -3 I 6.3 I +1 -5 I 2 I 0 -8 I •0 I 0 I 0 I -2 -10 I -6 '1 -4 -13 i -8 1 -6 -15 I -10 i -7 -18 I -12 I -9 -20 I -14 I -11 -22 I -16 1'-13 -25 I -18 I -15 -27 I -20 I -16 -29 1' -23 1-17 -35 1 -26 1 -21 -38 1 -29 I -24' -42 I -32 I -27 -46 I -35 ,I -29 -50 I i -35 I -32 I Table 3-11. Horizontal South Overhand Points - SC by, F � I Orien- 1 : Floor Area tation I Eaae I 1 3.2' I I 0-3.1 I to 16.4 up South Glazing 6.3 I 0 -.19 I 0 I +1 I +2 .20-.36 I 0 1 0 I -1 I .37-.66 I- •0 I 0 I 0 I .67-.82 1 0 I 0 I -1 1 .83 up I 0• I -1 I -2 South I 0 1 3.2 16.4 19.0 1 9.6 I I to I to I' to I to I up I 13.1 16.3 ( 7.9 19.5 1 I 0--18 I 0 I +1 I +2 I +2.1 +3 I .19-.42, I. 0 1 0 1 0 1 0 1 0 I .43-.66 1 0 1 -1 I -2 I -2 -3 I .67 up I 1 .I '0 1 -2 I -4 1 -4 1 -6 West I .1 11.6 1 3.2 16.4 19.0 1 -to I to I to I to I up 1 1.5 1 3.1 16.3 1 7.9 I i I I I I 0-,12 i 0 1 +1 I +3 1 +6 1 +7 .13-.36 I 0 I 0 1 0 1 0 1 0 .37-.57 I 0 I -1 I -3'J -6 1 -7 -58-,82 l -1 I' -3 1 .-6 1 --12 1•-15 .83 up I I -2 1 -4 I -8 1 -16.1 --70 I I I I Skylight 1 .1 I .8 1 1.6 1.3.2 1'4.0 I to I to I. to. Ito I tr 1 7 1 1.5 i 3.1 i 3.9 1 5.2 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-•36 10 I 0 I 0- I 0 1 0 .37-.57 10 I -1 I -3 I -5 I " .58-.82 I -1 I -3 I -6 I -12 I -. .83 up I I -2 I -4 I -8 1 -16 I -20 I_ I I i Table 3-11. Horizontal South Overhand Points - Table J-9.Skyli?ht Points South Glazing tow Table 3-6. last-FacingGlazingPts. f I Length Out I Area, Z of Floor I ITEidS SHO1dN = ZERO POINTS I: I Glazinge TyP from Wall I Glazing Type I ITotal i I i w -'--I Total I' I I Z of T Sng1, 1 Dbl, I Trpl, 1 10-6.3 i 6.4 up I I Z of I Sngl, I Dbl, I Trpl,1 I Floor I U- I U- I U- 11 I I 'il. Slab Floor Points Table'3-2. -Raised Floor Points I Floor I (U - I (U - I (U - I I Area 10.66- 1 0.42- 10.41 1 0 - 0.5. -2 -' _ i IT r• r ��,� ., I Area I 1.10) 1 0.65), 1 0.41)1 I I 1.10 10.65 I down I I 0.6 - 1.0 I -2 I -3 I R -Value of Insulation,( I R -Value of I I. i 11Po:nts 1points I ointsl 1 1.1 - 1.9 I -1 I -2 I --- Insulation I Pointe I I 0 I +4 +4 •4� up to 1.J -1 I �0j I 0 I I 2.0 up. I 0 I J I- I,Depth,_ T I I I I up to 1.3 1 +3 I +4 1 +4 1-3 I Y I -1 I I I I I 1 [nches I 0-2 13-4 15-6 1' 7+ 1 1 1.4- 2.4 I +1. 1 +2 1 +2 I i 2.3- 2.8 I -6 I -4' I -3 I Table 3-12. Movable Insulation 11 I 1 I I I -.below 3 1 -12 I 1 2.5- 3.6 I -2 I 0 1 0 1 1 2.9- 3.6 1 -9 I -6 1 -5 I Points i.' 3-- 4 I -8 1 1 3.7- 4.6 I -5 i -2 1 -1 I I 3.7- 4.2 I -11 I -8 1 -6 I I -0 - 11 I -5 1 -5 I -S I -S 1 ~ .1'�c' S - 7 I -6 ( 1 4.7- 5.6 1 -8 1 -4 1 -3 I I 4.3- 5.0 I -14 I -10. 1 -8 I I Moveable Insulation'l 1 1.12 - 15 I -5 I -3 _1 -2 I.-1 1. I 8 - 12 I -4' 1 1 5.7- 6.7 1 -10 I -6 1 -5 I 'I S.1�S.6 I -16 i -12 I -10 I ( Area, Z of Floor ( Points I 116 - 19 I -S j -2 I -1 1 0 1 I 13 - 18 I r2 I 1 6.8- 7.7 I -13 1 -8 1 -7 I I 5:7- 6:2`1 -19 1 -14 i -12 I I I 20 + I -5 I -1 1 .0 1,+1 I i 19t I 0 I 1 7.8-I 8.7 -15 -8 1 1I 1 6.3- 6.9 -21 1 -16 -13 I I 1 17�-10 1 -21 1. 7.0- 7.6 -24 1 -13 -15 - 5.5 ,• -7/7/83 8-11.2 I--10 -13 ; 1 7.7- 8.2 -26 1 -20 -11 5.6 - 11.5 +2 % % i3 1 1 i 12.8-14.0 1 -25 I 1 -15 1 I I 1 8.3- 8.8 -28 1 -22 -19 11.6 - 17.3 +4 -28 ..-21 1 -18 1 I 8.9- 9.5'1 -31 ( -24 1 -21 I. 1 17.6 - 23.5 i +6 I - :. ' 14.1-15.3 I_ -32 I -24 1 -20 I I 9.6-10.1 1 -33 1 -26. 1 -22 1 1 >23.6+ I +8 I Table 3-13. Infiltration Control Fee..tvres Points I Control Features I Points I T- I I I Standard I 0 I ! I I } 0.9 air changes per hr I I I i i I Tight I +12 I I I } I x'1.5 air changes per hr I i i I I C "N Table 3-15. Cas Furnnce Without _Refrigeration Cool_r.q Points T-__ I I Seasonal Efficiency } Points } I (SE), Z I I 71 - 76 I 0 I 77 - 82 I +2 I #tat I 83 - 88 } +4 } 1 89 - 94 } +6 } I 95 up I +8 } } I I Table 3-16. teat Pumo Points `r I Energy Efficleney I Points I I Ratio (EER) } } I 7.5 - 7.9 I +3 I I S.0 - 8.3 } +6 } I 8.4 -• 8.7 I +9 } I 8.8 - 9.1 I +12 } I 9.2 - 9.6 I +13 I I 9.7 - 10.2 I +18 I I 10.3 - 10.9 } +21 I I 10.9 - 11.5 I +24 I } 11.5 - 12.3 I +27 } } 12.4 - } 13.2 I } +30 I 1 Table 3-17. Cas Furnace With Refrigeration CoolinR Points 'Refrigeration) Cas Furnace 1 I Cooling I SE * I I 1- 77-i a 3-1 89- 95-r I 1 761 821 881 941 uo I 1 1 1 8.0 - 8.3 1 91 +21 +41 +61 +8 1 1 8.4 - 8.7 I +21 +41 +51 +91+10 1 I 9.8 - 9.2 1 44) +61 +.814101+12 1 9.? - 9.7 I +61 +81+101121+14 I I 9.8 - 10.3 I +a1+.1('1+121+141+16 1 i 10.4 - 10.9 I+1G1+12i.1.1+16i+13 I 1 11.0 - 11.6 1+121+141+1611.181+20 I I I 1 I I 1 7/7/83 TA3LE 3-14 (ADAPTED) MASS nuri l inn aura cn,,a ar rnnr ZONE II INTERIOR THERMAL MASS POINTS AREA SQ. FT. ,L 50 10.,. ;on6 200 250 300 353 400 503 600 2J0 .00 1,000 1,;00 1,200 1.100 ,:00 iCo i 2.600 I 2,509 J,L'GO 3,500 1.000 4,500 1,000 1,500 I A B C D A B L Z 2 2 2 2 2 2 4 4 4 2 2 2 2 6 6 4 4 4 4 B B 6 4 6 6 4 10 10 B 6 6 6 6 12 12 10 6 8 8 6 14 14 12 8 10 1G 8 14 14 12 8 10 10 8 18 18 16 10 12 12 10 22 20 18 12 14 14 12 24 24 20 14 18 16 11 26 24 22 16 70 16 16 28 28 74 16 22 20 18 30 JO 26 18 -'2 20 20 .12 32 28 r20 24` 24 22 34 32 3d 22 26 26 22 34 34 32 22 28 .26 24. 34 34 32 24 28 28 26 36 34 34 24 30 30 •26 34 34 32 ,• I -�-- _0 0 2 2 2 4 4 6 6 6 8 10 10 12 14 14 16 16 18 18 22 A 1 2 2 2 4 6 6 6 8 10 12 14 14 16 10 20 22 22 24 24 30 74 21000 8 C 0 2 2 07 2 2 2 '2 2 2 4 4 Z 6 4 2 6 6 4 6 E 4 B 6 4 10 8 6 12 10 G 14 11 B 19 12 0 16 14 10 18 16 10 20 18 10 20 18 12 22 20 12 24 20 14 24 22 14 (22 30 26 18 34 30 22 130 2,500 A 8 C D 0 0 0 0 2 2 2 2 2 2 2 4 4 2 2 4 4 4 2 6 6 4 2 6 6 6 2 6 6 4 4 R 8 6 4 10 10 8 6 10 10 10 6 12 10 10 6 14 14 12 8 14 14 12 8 16 16 14 8 18 18 14 10 18 18 16 10 20 20 18 12 20 18 12 26 26 22 16 30 26 18 34 32 30 22 ( 3,OO 3,S00 A� D A S C D 0 0 0 0 D 0 o 2 2 2 0 2 2 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 2 2 2 2 2 2 4 4 4 2 4 4 2 2 6 4 4 2 4 4 4 2 6• 6 4 2 4 4 4 2 6 6 6 4 6 6 6 2 a 8 6 4 6 G 6 4 1 10 8 6 8 8 6 4 1 10 8 6 10 R 0 4 12 12 10 6 10 10 "6 12 12 10 6 12 10 10 6 Ila 14 14 12 a 12 12 10 6 14 14 12 8 14 12 12 8 lu 14 14 8 14 12 12 8 18 16 14 10 14 14 12 8 X14 18 18 16 10 116 16 14 8 22 22 20 14 20 ZO 18 12 26 26 24 16 I?4 24 22. 14 30 30 26 18 I28 :6 24 16 I24 32 32 30 ZO 30 30 26 ld 32 32 30 20 170 132 A D 2 2 2 2 2 4 4 6 6 8 I ^ 10 •12 12 IC 18 Z2 2d 4,000 g C 0 D 2 0 2 2 2 2 2 2 2 2 4 2 4 4 5 4 6 6 6. 6 6 6 8 '8 10 8 10 10 12 10 12 10 14 12 14 12 18 16 22 18 24 22 28 24 30 16 32 18 D A 0 0 0 2 0 2 2 2 2 2 2 2 2 4 2 I 4 2 4 4 I, 6 4 6 < 8 4 8 6 ( 8 6 10 E 10 6 112 8 2 B 117 10 11G :2 i 20 14 22 16 126 18 178 IO 30 132 I,SGO 6 C C 0 2 0 ? 2 7. 2 2 2 2 4 2 4 2 4 4 6 4 6 5 6 6 8 6 8 0 10 8 10 8 i0 10 1' :G 1: 10 16 is 2G 18 2' 20 14 22 Zb 24 3" 26 17 1i 0 0 0! 0I 2I 2 7I 2( 2 2 41 4I 4� 41 C 6i Gi t. !, } F,� !2 1 14 1; ' 11 It i it j 29 j 0. 0 2 Z 2 2 4 4 6 6 G 8 ^ '•? 10 10 in ;7 14 1y :^ `a 6 iii ;J 5,000 0 0 0 0 2 2 7 2 2 7 4 Z 4 4 6 4 6 c 6 6 8 6 8 G e e 10 8 ;0 f. 10 IJ 12 1; I4 12 15 It 13 1_ ;4 20 zi Z. .n . 26 _ V 0 0 O J 0 i 0 2 j I} J. c i .1 i 6 6 r. o i 5' I ••� ' I2 j 1.1 _ . iC 1 - j A) 1. 3's' Concrete Slab: HC•8.93; R•.29; Factor•7.3 2. 3 3/4" Thick Common Brick: Hc_ 1.125; R•.13; Factor•7.3 8) 1. S$' Concrete Slab: HC -14.106; R•.458; F';:ctor•7.1 C) 1. 8" Solid Filled Block: HC -20.63; R-1.93 Factor•6.1 2. 8' Solid Filled Block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: 1,(•10.164; R-.96,; Factor -6.1 D) 1" Thick Concrete/Tile: KC -1.S5; R-.083; Factor�-3.7 Table 3-19. Zonally Controlled Electric Reslstunce Space lleatlnq Points r 1 Points for this measure will i be completed after the CEC I } has approved an Alternative I J Component Package foc Resistance I I Re at. Table 3-18. Active Solar Spnce Renting with Cas Point I Net Solar.Fractlo�n JnPPoints (YSF), Z 1 I 0-6 I 0 I I 7 - 14 } +2 i I 15 - 23 J +4 J I 14 - 30 } +6 J } 31 - 39 J +8 I } 40 = 47 } ; +10 J J 48-55 J +12 J I 56 - 63 } +14 } I 64 - 71 } +18 I 12' up i +20 j Table 3-2n. Snlar Wnror R-rinv Wirh c-• na.i,­ 0.4-, wood stove 433 points -(no back up) casablanca fan + 1 point Multifamil (Per unit oincs) Floor Area Net Solar Fraction (NSF), Z per unit, ft2. 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 42 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2 (00 and u 0' +l +2 1 +4 1 +5 +6 +7 +9 All others (pe build nn points) 800-899 900-999 0 0 +5 +4 +10 +9 +14 +13 +19 +17 +24 +21 +29 +34 +26 +30 1,000-•1,199 1,200-1,499 0 0 +4 +3 .1.7 +6 +11 +9 +15 +12 4.19 I +15 +22 +26 418 +21 1,500-1,g99 0 +2 +.5 +7 +9 +12 I +14 +UI 2 000- ,2,'/i9 0 4� +3 +5 +7 +g +iO +11 3,0G0 nod uo -0 +1 +3 +4 +5 4.7, 4S +10 _1 Table 3-21. Other Water I!eatinS Pts. T!- ---F- 7 System Type 1 Points I Cas Only I 0 I I I I Beat PVmp } 0 } I I I } Solar with Electric } 1 Resistance 8nckup I j Mertlny the Require- } I I menu is Part 2 } 0 } I I } I £leccrtc Resistance I } Only i -40 ) I -. ____1 GLAZING PLAN TAKEOFF SHEET 3-5 North Glazing QUANTITY SIZE _ AREA (SQ.FT.) (a) x' (c) x = (d) x = (e) x = Total North Glazing = (SQ.FT.) (a+b+c-Fd+e ) TOTAL NORTH TOTAL BLDG GLAZING FLOOR AREA S 315a x SQ.FT. SQ.FT. CONVERSION TOTAL % FACTOR NORTH GLAZING loo = 16,71 % 3-7 South Glazing QUANTITY SIZE AREA (SQ.FT.) (b) / x es (c) 'y x O&V (d) x = (e) x '.:Total South Glazing (SQ.FT.) (a+b+c+d+e ) TOTAL SOUTH TOTAL BLDG CONVERSION TOTAL GLAZING FLOOR AREA FACTOR SOUTH GLAZING w 31!;o x 100 = 3.3` SQ!.FT. SQ.FT. . 3-9 Skylights QUANTITY SIg (a) x xls� (b) x (c) x Total Skylights (a+b+c) TOTAL SKYLIGHT TOTAL BLDG GLAZING FLOOR AREA x SQ.FT. SQ.FT. AREA (SQ.FT.) _ (SQ. FT. FOR M 8 3-6 East Glazing QUANTITY SIZE 8 AREA (SQ.FT.) (b) x = r (e) X 440 V_ _ (d) x = (e) x = Total East Glazing (SQ.FT.) (a+b+c+d+e) TOTAL EAST TOTAL BLDG CONVERSION TOTAL % LAZING FLOOR AREA FACTOR EAST GLAZING P3 + 31So x 100 % SQ.FT. SQ.FT. 3-8 West Glazing QUANTITY SIZE AREA (SQ.FT.) (a) ---- x (b) �'_ x (c) x (d) x tm (e) x = Total West Glazing- (SQ.FT.) (a+b+c+d+e) TOTAL WEST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR WEST GLAZING 130 - 'at so x 100 = �.� 3 % 0 SQ.FT. SQ.FT. CONVERSION TOTAL %- FACTOR SKYLIGHT GLAZING 100 = OWNER nem., j3%k%w%4 PERMIT N0. ''QQ/t —Q'! 7/83 G3'7 315 = tot GLAZING DIRECTION LOCATER. z Draw locater line perpendicular to plane of glazing. Overlay intersection point with center point of circle.' Turn circle so North arrows are parellel with plan North arrow. Locater line then indicates facing direction. s PEARSON AND WUESTHOFF AIA ARCHITECTS AND PLANNERS October 19, 1983 Mr. Steve Bowman Dept. of Public Works, #7 County Cen.per Drive Oroville, CA 95965. Dear Mr. Bowman: The following is i=nformation requested by you in our telephone conversation on September 16, 1983. 1. Concrete tile roof weight is 950# per square.(verify for the selected). 2. Tile to be used.at foyer, dining room perimeter, and living room perimeter (,9'x12' carpets will be placed at centers of dining and living rooms). 463 SF tile Mechanical Room:_h a.rd surface or tile - Verify with owner 67 SF tile Bathrooms and Kitchen .380 SF tile Total 910 SF tile 3. Please see attached Sheet #A-9 for detail of 8x12 false beam connections and section at family room. 4. See structural calculations by S. B..Barnes Associates regarding east elevation at garage header. Also Sheets A-4, S -1 -and S-2. 5. Owner will, provide the following.information:. a. Flood elevation relative. to finish floor elevation: b. Brand of mechanical unit for heating and cooling. c. Workman's compensation insurance d. Health.Department clearance for septic tank. .If you require further information, please let me know. Si,n�c'er..ely, Sarit F. Distler Pearson « Wuesthoff AIA AICP cr attachment 4314 MARINA CITY DRIVE, SUITE 116, MARINA DEQ. REY, CALIFORNIA 90291 213 822-6889 2003 KALIA ROAD, HILTON LAGOON, SUITE 14D, HONOLULU, HAWAII 96815 808 941-8000 OWNER RESIDENT IAL. PLAN CHECKING GUIDE ti (S.F. , DUPLEX, & MISC. ONLY)Q Bldg. Permit # N A.P. # Si - A. GENERAL . oning requirements (sideyards and parking). ��• aluation. �! Signature by R:C.E. or Architect,(if required). B. PLOT PLAN Complete parcel size and dimensions. t , �etbackp, sideyards, easements,.etc. ther buildings or structures. ' �ra ae. C. FLOOR Complete'to scale'plan with dimensions. -2/ Required windows for light and ventilation (Sec. 1405). Required windows for second'exit (Sec. 1404). ' Allowable glazing for energy requirements (20% max. per State law). ' Human impact glass (Sec. 5406). / Required room sizes, ceiling heights (Sec. 1407). PG.F.C.I.'s in, baths and exterior outlets (Sec. 210-8). 4e Light fixtures, switches, receptacles, and exterior receptacles for•maintenance of mechanical equipment. Locations of water heater; heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. low, Garage firewall, door size, and closer (Sec. 503(d)(4)). 1� 1 - 3'0" exterior exit door (Sec; 3303d). *replace location. moke detectors (Sec. 1413). , D. STRUCTURAL DETAILS` Foundation plan complete enough to'construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 4. Roof construction details.complete enough to construct building. Fireplace construction details and calcs if over one-story in height. Sufficient data'and details to satisfy energy insulation requirements (State law). . r - i ' w t • E. MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on'exposed locations and overhangs. r 2,e Stairway details (Sec., 3305) . , • V' Guardrail .details (Sec.' 1716). _ Brick or stone veneer (Chapter 30) 5o'Exterior plaster -,weep screeds (Sec. 4706 & 4708). 6#00'Proper roof pitch for roof covering (Chapter 32).- 7?Rafter ties or bearing ridge beam. 8*,0 Garage -door or porch header sizes. 9#00Adequate bracing. 14.0, Living area over°garage - complete 1 -hour separation required including supporting walls and posts, etc. 1 Two (2) exits on three-story dwellings (Sec. 3302). i 9- I s 965 FIR STREET CHICO, CALIFORNIA 95926 •TEL-EPHONE 916-895-1422 %0115 Rnchrson & molls "September 20, 1983 CIVIL ENGINEERS Butte County Dept. of Public Works Building Department 7 County Center Drive Oroville, CA 95965 Attention: Steve Bowman Subject: Ashburn Building Permit AP #51-36-49 . Gentlemen: In October of 1981 -we prepared a topographic survey of Mr. Ashburns property which we are enclosing for your review. This survey indicates a-4 * 0 to 50 -foot wide floodplain west of the edge of Butte Creek.In addition;: tlere'i<s another 30 foot wide area between the edge of the.fi'oodp.lain and the top of the bank. This area (80 feet wide ±) should be considered zone A as.shown on the Butte County Flood Hazard Boundary Maps. This area has a 30 foot elevation difference from top of bank to the edge of the creek as shown on the enclosed drawing. No physical evidence of past flooding was.found in areas above the top of bank. Based upon this information, structures constructed with.a finish floor elevation of 84.0 or greater (as ;shown on the enclosed drawing) will not be inundated from a 1 in 100 year flood.. MSB:dch Enclosure cc: Mr. J. F. Ashburn Very truly yours, ROLLS, ANDERSON & ROLL 'µ Michael S. Byrd RCE 28998 M E861 a a d3s S)i dO 'Idg(l -UNnoo I RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY®M B Owner �Q` �s Climate Zone �,� Permit No.. Z��� • �� Floor Area M670 ' Compliance path: Package. ❑ A . ❑ B. ❑ C Point System ❑ Budget ❑ Other MIN REQ' D R -VALUE DESCRIPTION . INSTALLED .ITEMS (1) 'INSULATION: Roof/Ceiling • ILQ RN ITt Wall I. M ❑ Slab Floor Perimeter ❑ .Raised Floor •� .(2). INFILTRATION:. [3 (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: ❑:.. .: ,(D). Continuous infiltration barrier ['``:: : (E)'Electrical outlet plate gasket' ❑ ' .. (F) Air-to-air heat -exchanger' (3): -GLAZING: (A) : Location `{• - ' Area Glazing %Floor Area Single a Triple Total Bldg Ary North East 3t3 10.25 South- tail 3. _% Jr ' West Ila .-Skylights- 7L -. (B) Shading Shading Coefficient Description ' East wNA't Ra1�11 sltADtR w�pRit t� �e�oRd South.' p,,=� ••` " .. « .. West O S:. w " " •• ❑ Skylights *,.'Asf SbkA ❑ (C) South: Overhang 4ZtVJL Length of projection. ft.'Description (D) Moveable insulation: Area ft Descriptionit (E) Thermal-.maj LQ % Co SLIM '1111M ET .. Type �'3. �C- Area FHQP= SOMA � R= MC= 7..3 Location V. V fC 1) A LIV• Rllo► 111�111� � ' ❑ .. Type' -Area 'Ft. H - R= J MC= Location ❑ Type - Area Ft. HC= R= . MC= Location Q Type. - Area Fe�.r Vd= R= MC= .Location` 81111 OING DEPARTMENT. ❑ Type - Area Ft.Z HC= R= MC= Location Type. Area C-YR=F- Low .. MC= Location -7/83:Net" a FORM (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight. fitting closeable metal or glass doors covering the entire opening of the firebox;,a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5HEATING, VENTILATING; AIR CONDITIONING SYSTEM (A) "Heating Central Gas Furnace ^%T4 IT mi -rims #o4o w, stral 13 (brand and model number) Btu/hi (heating capacity) Heat Pump rand and model number) Btu/hr (heating capacity at 47°F) ctive Solar 'type (liquid or air) number solar fraction SE ACOP Collector brand and ft2 collector area collector orie tation collector tilt rated y -intercept rated slope Other " (describe) *1 (B) Cooling Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump r Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ' ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. BUTTE _ (F) BACKDRAFT DAMPERS shall be provided for all fys�emmsU exhausting susting 3' air to the outside. 9LRLDIM6 DEPARTMENT (G) DUCT CONSTRUCTION & INSULATION. All transAe e� 0Tm i" fitting joints shallbe sealed with pressure selisiveGrand mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 . 3 cg FOAL ! %%%Mfr �0 , StIk'", �- C.M., <6)IDONESTIC WATER SYSTEM (A) Gas Only (brand and model number) (tank size) Gallons ❑ He (brand and model number) Gallons (tank size) Q *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft 2 (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with. T20 -1408(d). >CO (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(g), and fill out the following: LESS "10 l Heating: Winter design temperature �� °, elevation I ace ', heating load BTU elevation factor IsO x heating load = maximum outlet capacity gas furnace UP BTU Cooling: Summer design temperature 160 cooling °, cooling load iZB® *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing ­of . solar panels. BUTTE COUNTY ® DESIGN COMPLIANCE STATEMENT: The above buildin'g design meet "{� Title 24, Part 2, Chapter 2-53 of the California Administration Code.'' ib"ATUENT 7/83 WATNRE�OF BUILDING DESIGNER OR APPLICANT 3 g i PERMIT NO. ,1784-87B ; E ' PERMIT EXPIRES ' OWNER JACK ARI RURN CONTR.: nldnPT ASSESSOR PARCEL 11-31—AQ LOCATION 12552, Centerville Rd, Chico �S'Ce „i4vI Ike 0J- 6 arve,c� C-4 . . Ir e Temp. Power Pole • Called PG&E u -` Temp. Elec. Service Celled PG&E Temp. Gas Service ' Called PG&E / JOB FINALED (Date) l =� Signature i = OK 0, = Not OK Not Readiyable MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date OECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete i 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing ' 5..Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/. /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility. Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -131 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ; Card -131 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and -Sewer Connected-C/O.to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and. Electricity Tagged 9..Exits' Insp.-Sketch 1 .: 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -131 Date Card -81 Date Card -131 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 4 Card -B1 Date Card -81 Date Card -131 Date Card -B1 Date i = OK 0 = Not OK Appy;: able - =Not ApRESIDENTIAL (Single and Duplex) = Not Ready Date UND FLOOR (Plans) OK except #'s Date FR (Continued) Ailoo'Zoning rgquirements-Setbacks-Easements 4 . H gers-Post Caps -Anchors -Connectors ain; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4"Ing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. _ tg., Garage; Soils -Steel-/ P' Ftg. Depth rypleee Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47-. " ccess; Size & Romex Protection -Draft Stop -Ins. Baffles alts, Main; Steel-Blockouts-Wrapped '4&-Bdrm'-Windows or Exiting Doors -Sill Hgt. & Dimensions walls, Garage; Steel-Blockouts-Wrapped =49_Ga[&ge Fire Protection Framing . Slab; Steel -Wrapped erty Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel . Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test -i , Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 5 . lywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 1-66. -meso Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. ( lazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 5f-ehearWalls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Cig. 59. Infiltration-Walls-Wndws Card -131 Date / Card -131 Date Card -131 Date 1 Card -131 Date Card -B1 Date/ 2 and -B1 Date Card -131 Date t 1, Card -131 Date Date LUMBING (Permit) OK except #'s 16."Water H ent-Access-Combustion Air Date L lans) OK except #'s jz r Pipe; Test &Anchors -Nail Protection t. Steps -Door & Sidelight Protection -Landings 18. D.W.V., est-Fttngs & Anchors -Nail Protection ector 19. Shower Pa Test, First Floor -Tub Access • ents-Clearance-Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 20. Test Tub & Sh r, 2nd Floor -Tub Access 21. Gas Pipe; Size & An rs xiting -Bath Fixtures & Tub Access -Spa . Elec. Trim & Subpanel; Breaker Sizes-Labels Card -B1 Date Card -131 Date —46:-6teirs-"ails Card -131 Date Card -131 Date -6�•-�iwplace_or Stove; Clearances -Hearth utlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection :'& Appliance; Grnd. -Air Gap -Cooking Clearance 12,9, Elec. Receptacles Spacing -Lights & Switches at Doors lets & Receptacles at Kit. Counter '—,24. Size Boxes & No. of Conductors -Stapled 7 . Garage Fire Door; Swing -Landing -Closer ``-25. Romex Installed Close to Edge of Studs & C.J. ut in Garage -Damper X86. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water ants -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection --2fi-2 Appliance Circuits in Kitchen &Conductor Size ec. & Mech. Equip. Listed for Location --28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. --29; Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76-+nsat9"DTt­Faam-Looked in Attic a Yes Rails.& Deck Construction -Post Caps --U). Service -Riser Conductors & Ground -Main Disconnect is & Crawl Hole Door -Drainage & Wood -Earth Clearance ooked under Floor 0 Yes -34--•Equip. Clearances Panels-Motors-Mech. Equip. --St. Clothes Closet Light -Shower Light -Spa Light -79-FaHow"%j_mstld.; Drive o Yes o No; Walks ❑ Yes ❑ No; Planters O Yes ❑ No 80-Stucra -Brown-Finish Card -131 Daterd-B1 Date Card -B1 Date Card -B1 Dateencs nit; Disconnect, Electrical, Plumbing Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date ME ANICAL (Permit) OK except #'s —83-Weter-Well; Disconnect, Electrical, Plumbing 33. A.S.Nnucts Insulation & Support ec. Trim; G.F.I. Receptacle -Underground 34. Vent n; Exhaust above insulation 35-t/ffiSti on throughout House 35. Conden to Drain & Overflow; Size & Grade TKIEss Protection 36. Furnace- nt; Access -Comb. Air -Return Air Vent -115 outlet orrections from Previous Inpections 37. Attic Access)k Platform if Furnace in Attic B. Gas Test -Meters Tagged; Gas -Electric 11, a er & Sewer Connected -C/O to Grade -HD Approval 90._Energy Compliance Certificate -Other Certificates Card -131 Date Card -B1 Date Card -131 D41e Card -131 Date Card -B1 Date )6 Card -131 Date Date FR44106 (Plans) OK except #'s,° Card -B1 Dat 0-. Card -B1 Date *'Vs,yroper Material & Anchors Card -131 Date Card -61 Date 3 s Studs -Nailing, Spacing & Bracing—Plates-Sound Comments at Final: 49yBearing Walls over Girders & Floor Nailing --4?-Dr Stop in Walls (rat proof) QQ O ,01, Stops; Furred Ceilings -Stairs -Chases -Tub . Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE ' DEPARTMENT OF PUBLIC WORKS ;� "✓ 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIIe — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE - Ash,(,,,� 3-7 - OWNER ERI 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, o7ne d additional explanation, please contact this office Immediately. /_ -r Inspector Date ' # COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE )WNER A routine inspection indicates that the following violations of County Ordinance exist atthe a ve address and should be corrected. Please notify this office when correct' n of work is completed. If you have any question pertaining to this matter, or ed additional explanation, please contact this office immediately. Inspector_ Date COUNTY OF BUTTE = DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT V/ ASSESSOR PARCEL NUMB BUILDING PERMI ZO A OWNER �. - 7 7Wy/H 01� ESQ. FT. OCC. BUILDING VALUATION N CONSTRUCTION LEND''EF%�H1 LENDER'S MAILING ADDRESS ARCHI BUILDIN T NO. 'I SUBDIVISION NAME USE OF STRUCTU SF ❑ Duplex❑ Mobilehome❑ Other ITELIEPHONE UNKNOWN LICENSE NO. PARCEL MAP TYPE OF WORK NeW Addition?❑Remodel❑ Utilities❑ Instal lation❑ Other❑ Describe work: CONTRACTORS LICENSE LAW I declar under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Cod ad my license is in full fo ce and effect. License No. Classification 2/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 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. .J I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said C unty ' cons quence of the granting of this permit. � Date / / /602 Ignature of Applicant — Owner EJ 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.y ✓ Jo 1__1+. WHITE-D.P.W.. YELLOW-ASOC330R. PINK -INSPECTOR. GOLDENROD -APPLICANT Permit Fee $ Contractor Fireplace ELECTRICAL PERMIT Filing Fee 10.00 Total Valuation $ 10.00 Main service EA. ADO'L 100 AMP Filing Fee $ 10.00 Permit Fee $ A3.2 Plan Checking Fee $ Energy Plan Checking Fee $ Heating Penalty $ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 Water piping 5.00 Each gas water heater or V 1: 5.00 Gas piping system 1 - 5 tlets 5.00 Building sewer 4 5.00 Mobile Home A I G I W I I 110-00ea Permit Fee $ Contractor e�LO 30, ELECTRICAL PERMIT Filing Fee 10.00 Main service eOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 NEW CONST. / DWELLING OCCUR7 ADDNS. 1 ACC. BLDGS. �/® y,, ���, -1ZOR POWER APPARATUS tr SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES e�LO 30, Ex. OCCUp- OUTLETS P(RESID )REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Energy Inspection Fee $ Permit Fee $ o Contractor MECHANICAL PERMIT Filing Fee Heating I Cooling Hood 3.00 Ventilation Permit Fee $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE ,$ DCCUP.1 CONST.TYPEI ISCHOOLIFCDODVARCEYIP 10.00 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 F PUBLIC WORKS By Date PE PIKES Date �Z d","4.:!<C"-i•. .q,�. A -i"m.. r' `ir'TF 1I i4.`'4'}.�'."""t�f W, !�i�y` h �.Sj ''^ 'F �4w , , `y�y'Y:,.r'�t � 3 �r .. '�>� ' � : r COUNTY OF BUTTE - DEPART`NIENTfiOF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE: 916/538-7541 / PERMIT APPLICATION DATA SHEET Permit No. OWNER L/!�!�/�/M,L/Y/,iC i �� A..:P. No.����- Proposed Building Use/�i�1%/ is Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 4L DATE RECEIVED APPROVED 1. All items have been submitted. . . . . 11 . . . . . . . — 2. Plot plans in dtilplicate/triplicate, signed by preparer of plans. _ 3. Complete plans// in duplicate/triplicate, signed by preparer of plans, 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District ''Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorizatio.n,. . . . . . . . . Sanitation approval from_ Health Dept. , . 11. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's'Compensation Insurance. .' 13. Contractor's License Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to ownero) _..._15. Improvements may be required. , . . . . . . . . . . 16. Mob:ilehome Installation Data. . . . . . . 17. Pre -Inspection for Pre-Inspec, ___ ._ _ _ Required. Building Inspector request to (Date) 18. Recorded copy of Agricultural Acknowledgment Statement, 19. Driveway Permit. _ _ 20. Plot plan approval from city of _ 21. _ 22. When you issue the permit, process as follows: Mail to owner; Mail to contractor. f Telephone 29jl� h and hold for pickup atvFoffice, Deliver w/inspector. Other Applica Date Copy of plans sent Health Dept.; Fir Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. -- 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone date Contractor, designer, owner, was vised c? above required data by_phone 41tby by date,lPlans by Date 111 Plans approved byDate 24 N checked Sets of plans on hold in File cabinet AP folder Copy—DPW .w,. TO. Building Department PROM:- Environmental Health SUBJECT: Sanitation Clearance 624, I�dc. Z- . �,/,X "I, ��� - OovnerAP# Location Plan Approved for: Sewage Disposal _ Water Supply Hold final for: Water Supply Final clearance O.R. for: Water//Supply Clearance for bedroom mobile home. Other � � otag - �_ : � / • � �� f577f'l�c-i iOrOP S ,�Gltli'7�� �� . �G'� �C�� NOTE Sanitarian Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-534-4541 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 Iat your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received.. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement ..(yes or no) -S 2. I (have/have not) _17.9U� 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 workt. Name Address City Phone Contractors License No. . 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: . Property Owner Social Security tuber tel/ ' 3::�- Date J r -1 Z5 -,SF'% 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. DEBIGNED BY 'eAS CHECKED BY DATE JOB NO. SHEET NO. .000f A OAO,S' �.v e .goof/.ug /b, o �'Of aU�CG 4,¢ SHE.o atXw. /rv'SIJGAT/ON / � CE/L/N�a 8.d r3E,ao[aQp�?S•o ���'X f3,z2 go 28,a �,yoe/f,P.eor�cTioN Flo10 . ILI A�� • /, i/ :GX/o BMs � 3.0 /3.4r S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236' BEVERLY BOULEVARD LOS ANGELES, CALIFORNIA 90057 382-2385 P, 1 DESIGNED BY A� CHECKED BY DATE ®/tAffj JOB NO. T BMEET NO. A 3 .2 V�o yYi9 L L ,OL = /7, o s!9• o, _ /2153-0 /Y7/sc��AwEOv� /3, o Covr. Tvzt�/.v Ago, o __•G9�� L.c 6 24�. o� D.[=7o0. o 9���tL . 4.j 1.0 (/S/• 37/0 S3.G2 % 4 . 21 s �G� Sri o p rc 7L= //•sS q9v o, 4 zz- All 0, 70 'a� + D; 2W1,7� _ / ¢02 2 /ln int ¢� 3 / a eo ,o /<o.oU ¢799 / - /B9 <¢z l�.ot 705,7 - 9276,0 - f -/Seo 7G6'G /i/ 0o i .00/0 —� I ell i'siv./ ,oJ o...I /w A, d.� SE a, U•!//FOR/►' T���SfY/,eE � � o . tt 79• o ,o, = 9%"d:7y° s t, yn 013941 6'Got5 �` /2�9. Z 3. B3 7. /n %`> .�`GOsIYs799xC,�aav Ca =1,700 L*)- r. J9fI�%y U1� S.a�B"ec P . oo rig9.7y S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD LOS ANGELES, CALIFORNIA 90057 382-2385' ,l ,r 01"5-1 .poli 0,57V= 8 •• ' O,/ Zo �a O, /�sd Ops a':�G. Z � �j � 7•A6�Ge� •Osb� Loo,tt or 9'' ]�, a•Z/(� �bt1 Q,/ yf� ,tb23 a, 77/ 'Cl 9 MIL . J'17 t SLr` r96•/�SB6 �/BXT 6�i6GTJ FO,Q ,eooF OG SEaa/7C� dsNORTrEiP/n ' r/' �/ylS,��Q,o,1ln19J t (s�,3)'-!/•�y��yc�?.sJ�(?4,o%s �f�'�/718 36 V r2 37lcfdv ff7) cA YIrA 7L80e rRSW - 0 329 -0tac s%, = o /es " a 1eA4f 1ge" - 01A VY"' d.� SE a, U•!//FOR/►' T���SfY/,eE � � o . tt 79• o ,o, = 9%"d:7y° s t, yn 013941 6'Got5 �` /2�9. Z 3. B3 7. /n %`> .�`GOsIYs799xC,�aav Ca =1,700 L*)- r. J9fI�%y U1� S.a�B"ec P . oo rig9.7y S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD LOS ANGELES, CALIFORNIA 90057 382-2385' DESIGNED BV .I✓S CHECKED BY DATE CB3 JOB NO. i SHEET No. 7�S%.'tae • �3S,y/ psc.- . �Jr: : 93S.y/ �S7)aLO�S/S� G•9SE 2� Co vTi�✓v��d - Jq= Pfser` /9l/ wt 9�f4' t y.�s s lc:;7.Q 4 j04 S2EAkY'CE la.oDS.. �c 79.e.%�Se. S r /�%`r 1 t � // 71 �J s 597 r Go Q G S7 /a Serie ej 7E,�,y d e z o. Jive .38ri �.Zs'7G800%�GS'7J Gor/ 76.eM .Q = 0j V e.4Z Oc�6n,4 ylme i�' Fol 004.a.O 6-,Qw,0 Lv- = 58,334 510 5za S9 G o.l.� �t�.E'�I d = o. T'3 if •, = /5,39 } Loo.ES /� a.�-:.►6/� . CASE 3 /Vaw - IJiV/Forz/✓7 �.2ESSl�� L 700 O a98 s- yf8 ( 33, 33ptF�f,A7L> if9� = a,9YB�/4�F'9%�!, o� — . 9 ¢&�, f�� �/, sj • 4.20<o r� mor' 7>` = 8'' : /%fes 3�t-• y/�sjs.e%� �' /� 0 �-� /19�r. AIq JWOAT A ,lJ = <a4•s� = 4f� •s 1m O.K Lo.✓y S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD LOS ANGELES, CALIFORNIA 90057 • 382-2385 S9£1•99£ L6006 VINHOAIIVO '53130NV SOl Otl9A3inos A1M3A38 9£Z2 SUMN1ON3 lhlfll.Onus ONinnSN03 S31111OMY T S3NIf" i -4/ 1l✓3w0%y ,�'z87b f . o�a 7A:V s i i 00=W 8�6 1VG/1 RIOYy/!O 01. 56l7--, NO 66'1'--7rP/ ASND - 'ON 133NO ON not, 711/0 A6 ammoimo y/�Au O3ND193O� .1_ Vd/O ytvyf -lr . /A/-- /'l6?'t - 9usz- '665-t 8'SE - -ttv/1,6L71/t (f'0� O A / 0 .,8 / O f,6 ,Ith= ewuo's- 4*, -f o-mr., G'op/ - Walt 'f�/t1�31'L♦ �b/. „0� _S'L otc - d'dF 7"?- Uo/o6 - G -IL Es c•98 * bsov 'Wv �1)Lee 4.07/7/ kiff/V.- 6.311+ z'gs// slt•t� �igZ y,�� s'f, $9// 0.4,61- 6566'F/- £•LoZf s6 •S f alis'Ot %s fr r oto/ 6�pL8t/- at1 t/- /'f,�►f vur., 701- sq- 1", ff 'lt „fit z BbTf 1166 OLZ oeL - c':hff- 1,0318- 'V.; J6 3/S h8'/ lol /f,- -S-?td,� Z St6� _ L't ♦ o-os/i/ bd i4/t- IBS/t� TVAL , M71 ,i'% s , `v3 Pyr 'w �t 3 F-I—A x � i 0 9P6, OW J&6: -M 1 s i i 00=W 8�6 1VG/1 RIOYy/!O 01. 56l7--, NO 66'1'--7rP/ ASND - 'ON 133NO ON not, 711/0 A6 ammoimo y/�Au O3ND193O� .1_ S9£Z•Z9C • L6006 VINMOJIIV3 '9313ONV 901 • GHVA311109 All13AJQ 9£ZZ Sa33N19N3 1"f1L =vis JNwnSNO0 S31VIOOSSV 9 SUM '8 1 Oa /Vv--,:, N/ iNgp �oW9/Grip - xo z/elo�x =y 8 • � �o-.�/ �iVra'�.� �i Gvoa�� o O 6v0a v C' -7 7031 J`Wa'6/ i7 4VPa� , � 01 / 0 dol N/ •aw,,�/ & sA anYd,•g 'S77rM �/V/'d'b�a7i/ l�Dad , a% 7 ..v;asd7 1 .. _ Col,, r L= saea-r-1 v ; �vrf��LyG' dA1S .0 / cu910 9/ts 1410�9AIOW' !� ./a- . os O -PJ! o a�iq ar • .•ruo��/o ua9 �e�./ �y7� sj/��cc� %af r./� y� t� 7Jet6/ � �s b� -'� t• yr,! �s,7 ��i�►oj`f • oo� - �► �aisn ��oi� dpc�islot 9 �tso/a uo ..vc�' 7lisf ..ai� /mx.�i�o a�/moi/ aj/� S.'+�� ��► •Z ��►ca� t� �u�lD6!/ T2. u/ rf/oto,/ • avi� �►u�/.I�o��o'v. ��y d�.osr�./ » s� E- asa, J el orf uo. ri ��uco i//�raJ �y1 •.o rr�%�r, .s� aJ�ssa.or /ios w..aofir��- uot/ o� eiav�,v6c»a s otos ss.�i� �y� � y�m�r(i�ub si / arv� 'ON 177N• ON !Or 711/0 - AY 03ND3N3 AS O3NDISIG 6861.999 16006 VINVOJI1V7 '83130NV S01 0HVA3inO8 AlV3A38 9ESS SM33NIJN3 lnit]lmais JNLonSN03. S3.LVIOMV T S3NkfVG '8 'S '67 Y91/pw�:;, N/ /W cv Vl' Cop -,If' ,t AV iiY6�SS��a/Y ive SaW7 >_V1/Y.7.7 N/ 77d'/SJ V/)'/Y&9v 01,X_- /1✓Y Q _5a� i Ow 7/c, 19 -, Z 'A ya O/'��� s � d ES ./ � d r<o 04,z s?/ S�vo'O = 9 c , ab'g;a'o' '7'7 86PZ7= D•z/C 5•i�z 7� ; •7'c► �s�zt = o'o�C'�o't/�o'V 77 6eW Ol aL a teo7 c7�1 G'Jrl: Y ro� Z ''r fid = �/>'/ 9Sa �A r✓yd'a'1 7p y 8 Asn /,gym=ass/�P/-77 Wooa' .4-7114 7,144->y6�*Q -7 rr�G a oC% , roE9=7 / S/ sno�rYd���s/�y 74r -770Wi t ON 137N1t ON YOB911IC AY G7H�9M0 �.,F— G7NO11130 Z-7-15 _v.6,?/Y_oo'iMva0l St[z'Zaf LSOOG VINVOlIIVO 'S3130NV SOI O8rA3lnOG A1113A3s gtzz SH33N19N3 illilA. nviS JNuins o 0 S31111OMV V S3NV" 'S 'S ,1 e� ol e•�•/ = z� X z•ei el �I+ 30"o saW-107Y Awl i 7 vow 7-; a'eb, . ozy • ! i • 7i'o'iY vi+9 F 14p1 10 41 NLvL 2..#WiroJ /�►'s8t = �°'%%�'�S a' .1. 9 11ii%.A/I ('74.79 Wl,) mala •Xpoe . jr, 61; sem/ xI�'•.tl -70 yay /y/ 07 A*•0011 �$6 • �6•�Z! z %rrcw •ai�a o!Y .i-�76'�1�6�, �•.�86! Lam► - sr.q/A* DI 's adz l ,EZ6f� °•.Af6 X 86 �, zbd 7 -Aa rx z�E '�oo�, N �� - z �fv�► 7iVsffo 7 Z . z °.r s 7.r / fG s vd o7 l rb�v�//Y�J 11� 3 � e�,�I n�°� Voles tvty �•o,� z Uy� s s arl ,� a �d� '� u/ /8'£Z � E�C� o•o� 5�i�i�o e� e•�•/ = z� X z•ei el �111� Z C; R yZ Asn 30"o saW-107Y i 7 vow 7-; a'eb, . ozy • o t vh' �E �/ 9Z•�it�l' _ S f' z /�►'s8t = �°'%%�'�S a' . / P Bey ,dAt 4>i �.�a ('74.79 Wl,) mala •Xpoe . jr, 61; sem/ xI�'•.tl -70 r ,v —'ON AXING ON sof WV/ 0 811/p AG p7N07Mo As pBNOlgp 's/,/BURN .2ES/DE�c/C ev s o DESIGNED BY CHECKED BY DATE JOS NO. SHEET NO. B 1,412 = 221 '""44 L = /¢-297,4 '�'�>' • ' . �2A�f _'D•L = �¢, 8 f/O,o}/?,O =t %4.0 X3.6) t /2. a= Ap- c6/a of r.0M b�= S7G� �= = .5�7�s /9•Y S' 'S3 2 �Q �G75 c /•S�A�G7.T). tsi. l ,y f�, r s� 06 9S�/• a 6s��asJ 2-f e,42 /s7, 7/ /b Oo�/.ZS C ./3/•¢zSQL, sT44,k lea J i i /7S, 23 Akio TSE = /.781 r2/7)47= aa37IL �LI //'_ _ ) 4).f —A ¢.s'/6 SEG STR, Of O/ OR /lo �✓o. / D_l i S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES. CALIFORNIA 80057 • 382.2385 DESIGNED BYICW'S CHECKED KY DATE /O 1R -A JOB NO. SHEET NO. L-/ —77 - - — /G Wil' I i- Wf 2 g�ldlYAt6✓r i.y' 3':, &qui✓oc e,vr w S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD LOS ANGELES, CALIFORNIA 90057 382-2385 w r PQ, W. o� PI • . M: J .4 v' SSti'ZSt LSO06 VINVOJIIVO 'S3139NY SOI GIIVA31fl0f AIN3A36 9£ZZ SH33NIMO i"awnals 3NLLinSNOO S31VIOMY 9 S3Na1/8 '8 'S X19 o1✓Y �� 7�00�8'ivj 70 • /t---ANY/.S -� OrllS 01 fl%70$� /1�iNoP-�oN 20ei' ./vosdlr/l�tn � ooL -^ 1d�>d� 1�/�/ -77" 717 ' 9,00 e/ os�/t =CJS Zl �c � • 7 d7' 7Q w 10" poo/70 lona'lf7&/? ro-0: � t�BF =oz•�ypZ� 7 / 5&e = q/off = 7 �'¢'ah'S 7pjy. %/oE' AL P Z.V.9 r5 z,4Xs4'/V = ? 1 r-7:Gf'S "IY&7d No /YaC/�L/7J� 77d 1S6'� ' s- lrw on�y s.nrs ` o o � � s�idiY a•�av� � �. Ud�&� 770'x'1 d49 N ; dSrJ OS/ > i� AA/ Zmll" IX 7 7&W i�'i/> A.O/s►/ = 7 7&'W 01 00 07 Z68 = 8S'6/ </- 71:9aHS Heid No VR2r o' M 3-55,) 'd' '91 X71 S b' 7-74MM 1 S b''"' OV/ S77/.N !D T c�'�c/drj ��i'o sM�br•oJtEs�J(o•/J_s,G•o = Ms»rzs� � �aoz : b'ado� a/rasi�S �rtq oYJL' �'�'ON 133M6 ON nor 31VG - AY 03M33MO ---s:7F)3;—A9 QZNDIBZG DESIGNED Illy--leA-11s - CHECKED RY DATE EAS, JOS NO. SWEET NO. ZZ7 f✓ALL /3.,2,/ SEE W Civ PLAN W r/.oX Za40 TQ /YiQLG /3 9 2i,o = 8iS �rieaJ fY,9GL SiVEiq.e= ��£ c /36/So OSA- .47.444 SS.47.4LL STUAS /3GpG,C/M�jJ S/115, AICD A"AA-5 - �i'.gGL �i9,Y!/G �1 i2o0 if'1 SEE 3 OPV 1S!_rgN Sf/T L -/J 2 Fr'G2 - 3 37 lJS 3 XrlweT..Tl /-14 41"00 4 ,r Ur�L/FT- 2&G2�9.o) = 30 30V z Z5 j ,oc. orxic'gry{�•o�tc�`1.8� � y�o p4. "i ' s.6.r9.x/r! c 3fr! 9 a2 �x.9= fyB B � � oc AT ,oma ywa� 8 lz oG F�� ,voaar, Ta srvDs fr L/SE . SiM�54/✓ AID2 No400AI / T='%Ej,6ac,T.S To STUD .60Z T 40AI610D _ Q'` ia/To coNcRET� Sc 80 S. B. BARNES A ASSOCIATES CONSULTINQ STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD - LOS ANGELES. CALIFORNIA 9W37 - 352-2355 f S. B. BARNES & ASSOCIATES 0 COMSUL71HO STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES. CALIFORNIA 90057 • 322-23/5 ,� � 3� ��. _ - - ..�-R-.... _ � 0 HOLDOWNS L Page 4 of 10 ¢ . P.M w none SAN EAT OF �;-� Y 9 MpC:I it) TNICKNEss TNiCKNESS TO Cj XID 2 7 gauge 7 gauge T �ad'2"o:tu r i{D 5 7 gauge .239 inch inch 11 tID 8 9 inch 239 inch :23 'j RID 7 239 inch ivIl. . HD7. 1 239 inch 5/i6 inch lAllowabie values are forbolts Installed in sensoned (Douglas fid! ,f5; respccttvety� {1 rmt f 5 r Down AriChor shad) be located on th0 wocd mainberi 1 1 Tho anchor Wit between the concrete and Hold Down Anchor € ',oven times the arKhrx Wit diameter. 45tud bans aro to be checked forcompreuien perpendicular td i ,4Ya!ues may be increased for duration of load in accordance wi :vrhe bolt whicas contrcts •the anchor to the concrete shall 1), installed with a washer as follows: H07N, Hl: OUTSIDls roquirernefli. 110M DIAMETSH THICKNESS Locate on Stuoi. NUMBER (in Inches) Indicated by dralvr, 10 gauge Wood wall sections,,, 1ID2 r ARCH1 �'ECTS SPECIFI�Gti t{Dy 2 9 gauge )JO (HpN) Holdowns Shall b, . quality to SIMPSON STRONG-, "� "' 8 gauge Company, Embedment of base tom, HD6,11D7 FINISH: Special corrosion protection) - ., , • < HD HOEDOWNS'` if � Y 1'0 •� a o t. is Ts✓ _ * � r smt••a *s X HOOF f' a Model ACCEPTED --See Research Recommendation No. 1211 of the International Con- Dolt kg• �1 o- 7yplCul Installation Terence of Building officials (Uniform Building Code),'Y 17his anchorage is the unqualified I,C.B4O. specification. Standard washers are Design Load Yalue• 11,460 for 11D2, ND5, HDI required with anchorage bolts. The anchor boll shall have the minimum embed- lonk4, a hook return 7 times the dimnater, Your Allachmdnt 2400 Average `Nhon e Installed on Stud Thtcknoss at Modal No. Ttst u111iata IW' 2 21h' 3 315" Concrete 1NRCADtD "+,• ROD Stud Ola. mid.t Embedment HD 2 4 9' (2) % MB 13,200 2450 257.0 2520 2520 2520 NO 5 3'4' 11 (2) }4 MB 19,000 3375 3610 3610 3610 3610 HD 6 1' 14' (3) }4 MB 18,600 $060 5410 5410 5410 5410 HD 7 HD 7 1' 1A' 14' 15' (3)•lb'MB 3 -Te Mil 28.600 28,600 6350 6350 6500 7100 2520 1 6500 7500 21, 6500 7500 6500 7500 HO 2N 3i' 9' (2)• i.Mil 8,800 2450 2520 2520 NO 5N HD 7N 1 14' 14' ( 2) -1�lklo 'MB 11:600 20 300 331.5 4800 3610 5640 31 6480 3610 6500 1 3610 6570 is Ts✓ _ * � r smt••a *s X HOOF f' a Model ACCEPTED --See Research Recommendation No. 1211 of the International Con- >" w kg• �1 o- 7yplCul Installation Terence of Building officials (Uniform Building Code),'Y 17his anchorage is the unqualified I,C.B4O. specification. Standard washers are x r 11,460 for 11D2, ND5, HDI required with anchorage bolts. The anchor boll shall have the minimum embed- lonk4, a hook return 7 times the dimnater, Your , 2400 PA26 4 -A'M8 or24-i6d Nails ment to resist the design with engineer may specify any alternate cntcutaled to yrovide Ina required anchorage 3150 for yourspeciticjob. ExampIs: machine bolts with embedded washer. calculated by cono formula, `f r •� 'Basic allowable values as stated are limited by code values Into the stud,'Short • be taken as allowed by code, but not to o%ceed % of average• t ,Y x, z "•- �`6 Na ` i -stuns term increases may toultimate and other engineering limliallor':�s`�,q oto,,- FOIL_ S'Lls P111 1NRCADtD "+,• ROD Lr NTi)b) 't1 I14CVC�� V. L '/'�, , Qtn'v-�,d- PA HOLDOWNS is Ts✓ _ * � r smt••a *s X HOOF f' a Model Average Test Ootign Load" Slud Attachment ultimate Min, 3' Slud _NO. PA16 (2)-A'MB or 12.16d Nails 11,460 1600 PA23 (3)15'M8 or 18.16d Nails 11,460 2400 PA26 4 -A'M8 or24-i6d Nails 11,460 3150 ACCEPTED—See Research Rocommondatlon No, 1211 of the tr s i, International Conference of Building officials (Uniform Building, Code), r ' "May be increased for short term (wind, seismic) where e ` kr�ss t.;ia 4+ allowed by code, 4'. ND TY►ICk it arTWr}.,,fL00R5 ',r'+ y•_I'.y/ 7,�, .si a C �'• slotted .ler installs - .r support de - ase offers values and au - ,r Jigging. - sign Patent o.224083 tY Y _ � UNI NCHES1 z 4b6 twariwc d a 3 5 (6 7 8 g 10 11 t2 13 l/ 15 Ill�l�l�lll�l�l�lll iIlll�I�iilli�filll�liillll�i�lll�lli�111I1II�III�iII�IIi�FI)�I�I� IIiIiNIlllllilllllllllillllllllllllillllll1111l1!,LIIIIIIIIiIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillilllll ' I IIII IIIIIiIII IIIIIIIII T.." °' PA 134tL 4 H D 5 •1� yy R} ,}y r• [,, ACCEPTED—See Research Rocommondatlon No, 1211 of the tr s i, International Conference of Building officials (Uniform Building, Code), r ' "May be increased for short term (wind, seismic) where e ` kr�ss t.;ia 4+ allowed by code, 4'. ND TY►ICk it arTWr}.,,fL00R5 ',r'+ y•_I'.y/ 7,�, .si a C �'• slotted .ler installs - .r support de - ase offers values and au - ,r Jigging. - sign Patent o.224083 tY Y _ � UNI NCHES1 z 4b6 twariwc d a 3 5 (6 7 8 g 10 11 t2 13 l/ 15 Ill�l�l�lll�l�l�lll iIlll�I�iilli�filll�liillll�i�lll�lli�111I1II�III�iII�IIi�FI)�I�I� IIiIiNIlllllilllllllllillllllllllllillllll1111l1!,LIIIIIIIIiIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillilllll ' I IIII IIIIIiIII IIIIIIIII - ----------- I0, Koo ."Moms-ow—W Aw f 00 o OP 1RN U E I A H 3 1 Nc cQ 7-4 v - I 1 -3 \J 0 S E I..I �v 00 00 1 12524 CENTERVILLE 'ROAD, CHICOr CALIFORNIA '40. 1 cQ 00 E -I, S, 4 cQ 0 (D00 W1. 119 rmll 10, 71111111,11, "11111111121111 4 GENERAL NOTES r z:_. General _ _ _ _ 1, Work performed shall comply with the following: Mg GENERAL NOTES r z:_. General _ _ _ _ 1, Work performed shall comply with the following: 3. Framingshall be done in a workmanlike manner skilledmechanics.- w a,k nn r by ,, , 1 _ . a, These leneral ;rotes u le (unless otherwise noted on plans or specification b, Building Lode, latest edition,,I,1NiF,vRM �jijt�fa10,A e-evo?, i _ a, All. nailing shall conform to Nailing. Schedule Table,. 12, Glared openings within 40" of the door lock when the door is zn the C. All applicable local and state ordinances, codes and regulations, b• Wall framing shall be 2x4 studs @ 161" o.c, unless otherwise noted. 6. Alclosed 1 cantelevered or exposed floors to exterior or garage s' g g hall. have _position shall be full tempered las s y F approved burglar Y Provide double 2x4 to late with. minimum 48'" la splice unless R-7 batt fiberglass insulation or equal„ g resist ,,,•t v d e strt>,t s,er�al, or shall be Protected by metal bars, screens, or et grilles „°tying a maxima:;: 2 „ 2. On site verification of all dimensions and conditions shall be the responsibility the otherwise noted, at nonbearing partitions underrooftrusses 7, Drywall 1 nazlin shall be barbed or cooler nails 1-3 8"' g / long 13 caFcrninp, of The provisions of tt"is sec iron shall not apply ports or windows which c}o not of sub -contractor, Noted dimensions take precedence over scale, provide one 2x4 and one 1x4 top plate with minimum 4'8" lap splice, - gauge nails with 19 " head or 5d nails at " „ /h4 _ 7 spacing at sheet edges, 7 ,� exceed 2 in their greatest dimension. en ion. v o • W Na : I c, Provide 1x6 let -in braces at each 25 lineal feet of exterior wall at each spacing at intermediate supports and shall be inspected and approved prior to taping, 13, Sliding glass doors and windows shall be equipped qt_ pFed with locking devices 3. The general notes and typical details apply t}�roughout the job unless corner and at all main cross stud partitions let -in to cross a minimum of fair (4) and shall be so constructed and installed that they remain intact and otherwise noted or shown, stud spaces, 8, All, post to beam connections where specified to be Archrib C-14 or C- 34 w k0c engaged' 4. Dii.crepancies: The Contractor d. Block all floor joists maximum $'0" o.c., and at all bearing points, connectors - size to match width of beam supported. Post base connectors shall compare and coordinate all drawing.., g Wher- in the opinion of the Contractor a discrepancy exists, he e. Provide double joists under all parallel partitions, not otherwise specified are to be Simpson, P$ sized to fit p t post base or approved equal. 14. Sliding doors and windows shall be provided with a device in the shall promptly report it for p y P proper adjustment before proceeding with the work,9. f, Provide double trimmers each side of openings b'0" o,c.. unless post All chimneys have G.?, upper channel, of the moving Pp ting panel to prohibit raising and removing of the otherwise detailed onworking drawings, to G��f'•caps and Spark arrestors,. moving panel in the closed or partially open position, 5, Altering Structural Members; No structural member, beams or header & that goAll exterior finish material shall be applied over one layer 1S;✓t` 10. All aluminum sash shall comply with AAMA stand P Y Ards, 15. Garage doors (3) shall be secured b electrical y zc l powered operators. posts systems, support floor and roofs stems shall be omitted notched cut, blocked out, or relocated without by „ Y saturated felt. Provide horizontal blocking at 32 o,c. for 11': For all as appliances 'n a garage i 8 police �. g g t is required that the flame be a 16. Securityopenings shall clad include all exterior windows and doors. prior approval the architect. vertical siding, minimum of 24" above the slab, t 4. Moisture content: All lumber 6" and deeper shall have a moisture 12. Attic vents shall be screened with maximum 1"/4" mesh of corrosi,,n resistant Am content of not greater than 19%. metal, Provide 3-2"0 vent holes in solid blocking in each rafter space when s o��np cei ane occurs 5. Joist Hangers: 13, All sliding glass doors and windows shall be certified and labeled to a, All purlins, joists, and beams not framed over supporting members €howconformance with air infiltration standards of 1972 American National Standards Institute (A'134.1, 2, 3, & 4). shall be supported by means of joist hangers, , b. Joist hangers shall be "Simpson" unless otherwise noted or an II. Foundation approved equal, ` 1, C. Joist hangers for 2x framing members shall be Simpson Type "UN" or ' equal unless otherwise noted. Nails to be 10d 1/2 nails to joist, •2. All footings shall rest on firm natural soil or approved compacted fill, d. Joist hangers for 3x and 4x framing members shall be Type "UTF" J 3. Concrete to be machipe mixed with a maximum of 7-1/2 gallons of water I unless otherwise nosed. Nails to be Simpson Co. 14 20A type. per sack of cement. Concrete to rpach a strength or` 2000 psi minimum e, Beam hangers for 6x framing members shall be Type "HU" unless otherwise Nails in 28 days. Concrete shall, be standard 2000 psi, unless otherwise noted. to be Simpson Co, N 20A type or as may called for in the approved soils and foundation reports. A test should otherwise be detailed. be made at 28 days. 4, All house slabs shall be poured over sand fill over one layer of 6. Bolts in Wood Framing: .006 polyethylene plastic membrane.. Reinforce slab with 6x6 10/lQ a. All bolts in wood framing shall be standard machine bolts with VIII. Nailing Schedule Box or Common X I, Additional Notes E.W.?1.24,, unless otherwise noted. standard plated washers, '- 5, Sill Bolting: b, Each bolt hole in wood shall be drilled not lagrex than 1/16" Post to pier pad - toe nail 3-16d or 4-8d Girder to post •- toe nail 3'-16d 4-8d 1, All attic space to be partitioned into areas not to exceed 2500 sq.ft. greater than the diameter of bolt. or Joist to sill or girder - toe nail 3-fid.2. All wood sh�ngles and ___d -lie]] be Pressure treated C� a. Interior non-bearing walls: Approved shot pins 1/4" dia. x 3" with c. For sill bolts, see typical details, ' Bridging to joist - toe nail tsAverJp 7-8d - ..1-:.;`A ., .Y�t+�.-crosA---ta�11 ; ,- �-r,-ameba t -ate - cadmium washers at 4'-0"' o,c. maximum, 1 x 6 subfloor to joist - face nail 2-8d d ,� b. Interior bearing: Approved shot pins 1/4" dia. x 3" with cadmium 7• lag Screws: " 1 x 8 subfloor to joist - face nail 3-8d „Strand -d- 1; 9 *'==�'" QMH'(, ' washers at 2'•-0 o. c. maximum. a, Shall be square headed and of structural grade steel. *Plywood subfloor to joist - face nail 8d @ 6" o. c. 2 -inch subfloor to joist or irder0WiJta Fr^�a 2-16d 3 � 3. All steam and steam condensate return piping and'all continuously „ C. Exterior walls, 1/2 x 10 anchor bolts embedded 7 into concrete 6'0" b. flashers shall be placed under the head of lag screws bearing on wood, g �1,�a,i<, „ Plate to joist or blocking 16d@ 16 o, c. circulating domestic heating or hot water pipping shall be insulated. as required by Plumbing Division, at o,c. maximum and 12" from each sill end unless specified Stud to plate - end nail 2-16d the otherwise, c. Lag screws shall be turned, not driven, into place. Lead hold for Stud to plate - toe ,nail 'f_5L 4, ,t ,� SKYLIG"rl�. 21 dL1{t✓ GJPE2--Mca;JrJ15 ,tif�'iVIGfZ 6. General: shank shall be 2/3 diameter of bolt shank. Top plates - Spike together 16d "K`{l-I!�t1-i"C 8, Built-up Beams: - Laps and intersections OPGE OAII.• 2-16d l•G ♦ I`E� .�.N I: ntL'i"h1p, 2.69 a. Concrete slabs shall be 6" minimum above finish grade. a. Built-up beams or joists formed by a multiple of 2x members shall Ceiling joists to plate - toe ail o_ n 54 _ Laps over partitions V'k� O t•iAI. 3-16d 5. Selected contractor must have Workmen's Compensation Insurance. 7. All reinforcement, anchor bolts, pipe sleeves, and other inserts shall be interconnected as follows: To parallel alternate rafters r,!AII. 3-16d 6. Provide backdraft dampers in all fan systems exhausting air from be positively secu.ed in place in proper location before concrete is 1) Members 1-1/2" d lin depth; ers anlessRafter Rafter to plate - toe nail to ridge energy, placed, Internail with 2 rows 20d at 32"' o. c. , staggered, Continuous 1 -inch brace to stud pt,AfA.c.i t�h.►t.� 2-8d 7. All heating or cooling ducts located outside the building energy 2) Members ggreater than 2-1/2" depth or multiple 3x's: 2-Anch cut -in brace to stud 2-16d envelope shall have all joints and seams sealed and shall be installed with a minimum of. 1" thick (0.6 lbs./cu.ft,) fibrous Internail with 1/2" diameter MB at 24" o, c, staggered, 1 "x 6 sheathing to bearing i=AG6 I,I,e„I. 2-8d insulation, unless otherwise noted, X 8 sheathing to bearing p,&4g IdritL, 3-8d �� Plywood sheati_ng to bearing 8d @ 6 0. c, �` Ail- � �I LIAcIG�sj EXI pT"'r�4rfr- I�>=.,w�'' g -A r-- -rte p45 ` j�i 9. Cutting o.i Beams, Joists and Rafters: Corner studs and angles 16d @ M o. c. ����� � � �I�Ir� We,�-f ite tZtli ri64,1� i4TNI'I�c� a. Cutting of wood beams, joists and rafters shall be limited to cuts NOTE: Other connections shall be nailed to provide relative strength. g •a• Provide } moke detect�ws where indicated on drawings. Type and model as and bored holes not deeper than one-fifth the depth of the. member approve? the P�tls� county building department, Structural Steel and Reinforcing Steel and shall not be located in the middle on -half of the span. Notches located closer to supports than three � If calculations are provided using the plywood as a horizontal dia- P g P Yw phragm, the nailing shall be �,n accordance with approved design. lU, r Interior toilet room shall be provided with n p th a mechanical ventilation system 1. Structural steel and miscellaneous iron shall conform to A.S.T.M. A-36. times the depth of the member shall not exceed one-fifth the depth. 2" 0 maximum holes may be capable pof producing a change of air every five minutes and connected dtr- ectly to the ,,,, 2. Pipe columns A.S.T.M. A-53 grade "B". bored into joist but shall not be closer than one inch to the edge outside. ' of the joist.. 11. Pr6vide flashing and counterflashing at the juncture of the roof and 3. Reinforcing bars shill conform to A.S.T.1Q. A-615 grade 40. vertical surfaces. Also at all exterior openings that are exposed to the 4. All weldingshall be performed by certified welders in a shop with 10. Pipes in Stud Bearing Walls: weather and all valleys, ridges, and junctions between exposed horizontal approved fabricator welds designed for half stresses, continuous a, studs of bearing g walls or partitions, notcLies or bored holes shall and vertical surfaces. inspection not required. not be more than 25 percent the depth of the stud. When stud is out 12. Provide sleeves, openings, roof jacks, etc, for plumbing, mechanical and • 5. Foreign Reinforcing Steel and E.W.W.M. will not be permitted unless or bn•ed in excess of ths above it shall be reinforced to be equal 'toad electrical equipment throughwalls, floors, steamroom ceilings, and roofs. Tests, performed by an independent testing laboratory, are ia; carrying capacity to a stud notched one-third in depth. ikon -bearing studs may be notched forty 13. Shower compartment walls shall have a smooth hardnon-absorbent surface approved approved by the building official. percent, such as the or otr:-r• approved material which extends upwards on wall to 6. Reinforcing steel shall be deformed bars of intermediate grade conforming .11, Alignment: A, aa mininaam height of 6'0"-.. to A.S,T.M. Specification A 15 and A 305. a. All rafters and joists framing from opposite sides shall, la at P 7}l. i.tg access space: Vie ,:ate: and waste connections to every bathtub shall b l o accessible and provided with a ►ninimum 12" x 12" door, IX. Energy Insulation Standards 8 7. Detailing, fabricating and placing of reinformcement steel and E.W.W.M. i least 12" and be spiked together, and when framingend to end " .� , 1, access ' y Locate as directed by architect, shall be at least the equal of that set forth in the "Manual of they shall be secured together by metal straps, All exterior walls shall he insullated with blanket -type mineral Standard Practice for Detailing Reinf. Concrete Structures ACI -315,` fi er r insula",ion b o glass finer insuls4ion 4 thick conforming to Federal 15, Provide one attic access opening at ceiling a$ indicated on drawings.. and better where required by the drawings. � , 12'. Provide temporary s w mp y honing under all floor aoi is supporting the storage. Specification H.1i-1-S21E with "lt" of not bass than 11, Minimum opening size shall be 2i?" x 30" with d 30" minimum clear head 8. All reinforcing bars tch intercept g p perpendicular elements of gypsum board, plywood, etc., during construction. 2. All ceilings of roof -ceiling assc,mblies shall be insulated with roam above the access opening, p g, shall ter nin hooks, placed two (2) inches clear from outer face o£ blanket-type mineral fiber or glass fiber insulation 4" thick 16, All heating and cooling work shall comply with the requirements of the elemeent.. conforming to Federal Specification H,li-•1.-521E with "R" not less F-5LI .._.-county mechanical division. than ?9. Standard hooks shall comply with drawings, 17, Purnish and install ranmplete plumbing supply, waste and vent system as r.9-. 10, Where bars are offset, the slope of the inclined portion shall not 3. Swinging, door or windows to the exterior or to unconditioned spaces such as arages shall be fully weather-stripped, or other- indicated on drawings.. exceed one (1) in ,six (6) . gaSketed, wise treated to limit air infi; tration, 18. All exterior Plastering work shall be in accordance with •11. Lap all bar splices 40 diameters and stagger splices, bars shall be V._._ Masonry _Walls �'�- 4, All continuously circulatingdomestic orheating hot water i in w P P g County building department. continuous in length, as long as possible. 1. Concrete block shall be grade "A" conformingto A.S,x,M. C -9Q, . shall, be insulated required a as requ�ied by the plumbing �ivision, 19. but* ding depart shall conform to requirements of All county cuunt hui•ld 1 department, 12. Suitable de .vices shall be used to hold the reinforcing in its true Masonry is designed for half stresses, continuous inspection is not 5. Upon cuntpXaton of the installation of the insulation both the n e Gat m nt. 9 p Provide horizontal and. vertical positions.. These devices shall be sufficiently required. q builder and the insulation applicator shall execute r�card 20. baffles at r~,rve vent opening, rigid and numerous to avoid displacement of the reinforcing during the placing of the concrete, 2. Grout shall consist of 1 art Po:tlsnd Gerrent 3 a 1� p its sand and certifying that the insulation has been installed in conformance 13. The not more than 1/10 part lime, Spaces 2"and more, add 2 parts pea graved,. with. Article 5, Sub Chapter 1, Chapter 1, Title Z.1r, of the Calif - ornia Administrative Code. The contractor shall notify the building official at least foity•-eight (48) hours prior to each concrete No 3. Mortar shall consist of 1 part ,Portland cement, 1/4 part lime putty coati must be posted in a conspicuous location within the building, pour. concrete shall be placed until all reinforcing has been installed by the contractor and observed and 2-1/4 to 3 parts dump loose sand. r 1. The edge of concrete alai: floors shall be insulated with a nriniutunm 6" by the building official. 4. Brick shall be MW grade in accordance with A.S,T.M. C-62, wide blanket 000 mineral fiber or glass fiber insulation conforminrl to AN% 1MVIAtNVICA Federal %wcification with 'R" rating of not less than 2.6. ,�, t41RTM) 0ift y IV. Lumber and Framing �Vl . " Roofing 1. All lumber shall ba grede marked and conform with the standard grading + X. Security Provisions ecu m -.. and dressing rules of the West Coast Lumber Inspection Bureau and Inspection Service. le -J-4-64 m� X,,.. i rl --�t4i ltd-Sslf=5»to went-igex a. Roof and floor joists - structural No. 2 D.F.; beams structural, -r No. 1 D.F.; post structural No. 1 D.F.; stud grade D.F, Z. Door stops of in -awing doors shall be one piece construction witn the « 9--T & G. jamb or ra,bbetted to the jamb. ' b. All mudsill.s to be pressure treated W. C. Douglas Fir, Hemlock or-`WQ-Roo- 2. All pini -type: hinges access from outside when door is closed shall foundation grade Redwood. Wood preservative shall be Wolmanize or -gl';,x� ' r:.T "r-> or - • - have non -removable pins. In addition, they shall have 1/4" diameter equal. „ - (minimum) steel jamb studs with 1/4" minimum projection unless the c. All lumber in contact with .concrete or mason: within 18" of rade y g' n�,., t � � _1 411 S� a .. -- J1 a• w 1,-��c. in-.�.w .. t T " �`" hinges are shaped to prevent the removal of the door if the hinge are removed. to be res'sure treated or foundation p grade Redwood. � ..,,,,,,,.�,�.,,�.,• �h/Ii"�'x. pins d. All horizontal framing members to have crown edge up, A Qr 'r,�flL o ra 0/aro, F 3. Strike plate for latches and the holding device for projecting dead bolts in wood construction shall be secured to the jarsb and wall e. AL1, 6X and over lumber to be select structural except posts). _ `' . ' .ems, rAtt. PE �i17�, .? �DQ� framing with screws not less than 2-1/2" in length, 2. PI ood Sheatf.ing •� t gADCI �, 4. Dead bolts shall contain hard ended inserts. `- „ A, Sheer panel 3/8" CD7C -structural #1.of 5. Straight dead bolts shall. have a minimum throw of 1" and an i.mbedment not less than 5/8", b, All plywood shall be Group I plywood conform4vig to product standards P,S. 74 `�= 6. Hook shaped or expanding Zug dead bolt shall have a Minimum throw of 3/4", c,. Each plywood sheet shall bear the "DFPA" grade trademark, 7, Wood panni -type door shall be 1-3/8" think m.'imum with all panels d. All and join's shall be staggered and Nhall titt along the center il, Mitcellaneous fabricated from material not less than 3/81" in thickness provided all lines of framing members. _ shaped portions of the panels are 1/4" thick minimum, ' e. The face grain of the _ g a h plywood shall be laid at right angles to 1, All sheet metal., to be 26 a, galvanized $ 8 iron unless otherwise noted, _ s 8. Cylinder guards hall be installed an all cylinder looks w'henevmr the joists and trusses and parallel Co the studs. 2. Rough -in plumbing; for and cold water sed waste at washer cylinder projects beyond the face of the door or in otherwise acces.- f, flails shall be placed 3/8" minimum from the edge of the sheets, S The tapace, vent dryer to outside air. siblc to gripping Cools, , minimum nail penetration into framing members sell b - "" - ", g h e 1 1/2 for Sd nails and 1 3/8 for l9d nails. 3. , Flash all exterior. o enings with approved waterproof building paper �. operable windows shell be provided,with m substantial locking device. p � to extend at least 3�' under tha building papor behind the wallpcoverin ' air -akra •# q go g. A11 floors shall be nailed with rzn=shanited nails. g _ _ . _ _ _s . 4• . All glass c w 7/3211thick g .pub and shower doors shall be 7/32 thi,.k ti�ire glass or i:ull3r aerdsleadloclein krtc ack �it-may- n-" � .. Floor Sheathing tem ,► tempered, Any glass lights ovn;r 6 aq.ft. in area or less than 18 fi.r►wthed b y-e►e►»►ncMvil�ctle~ac!-�rotsha1--earrtain--heiad- �aca'�-ir�r-re~p�•t ' ka�nc�e••-erke�� �+�-ie •ae�cl-»��s>�-» ry , ' 5/8"' TO plywood underlayment above floor shall be fully tempered, a F►e!�,'e +-e;rt#�.oc+kdes�a'rtd h�-i•�rl�ari•�•e�1e�•�a�aa.�-�o�. t " r 8d @ 4ie o.c, at boundaries 8d @ 6 o.c. % . 'New cure"a ti Pd sidewalk, "• 'c•, as shown on drawl'wls shall br. c:an �tructed 'rCr; cb �q ac�s"r eg► t��►��!�7� N�1�d� o�r�. f7 �i(� t, at sheet edges g r +n :,fleet with<,,,u., county CJprrsrt ment of Public: works q i , d 12 "" a.�,. field latest syandaros. Contractor shall obtain por�nit, for ,ante prinr tt, the I1. Glass doors 511411, be fully relnpa�red glass, _ i Is tal 1 ati on. ..oil 011 -. . 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