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HomeMy WebLinkAbout063-350-00763-35-07 3461-89B,P, M CULLEN, Thomas & Jeanne I Nopel -A.ve, Forest fan new single family)T(J I� B07-1374 T 063-350-007 MISCELLANEOUS ood Deck DECK REPAIR -- V - j 15637 NOPEL AVE THOMAS, ROBERT 'j - ;,I -Q? �I � � � its BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 4 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-766 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-1374 Issued: 06/25/2007 Address: 15637 NOPEL AVE Area: TST RANCH Owner: THOMAS, ROBERT APN: 063-350-007 Applicant: CARPER ROBERT L Map Page: Permit Type: Wood Deck 114 Description: DECK REPAIR 216 Flood Zone: None SRA Area: Yes ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Fina 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Finals Inspection Type I IVR I INSP DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 1 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Fou idation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Public Works Fina 538-7681 Fire Department/CDF 538-6837 cxt 169 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 801 , 1 -rrolect rmai is a i,eruncare of vecupancy for (xesiaennai umy) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF IV-UANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy 11 ,a7 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDINGTERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 15637 NOPEL AVE Owner: Permit NO: B07-1374 APN: 063-350-007 THOMAS, ROBERT Issued Date: 06/25/2007 By AAM Permit type: MISCELLANEOUS PO BOX 419 Subtype: Wood Deck FOREST RANCH, CA 95942 Expiration Date: 06/24/2008 Description: DECK REPAIR Occupancy: Zoning: TM5 I Contractor Applicant: Square Footage: CARPER ROBERT L CARPER ROBERT L Building Garage RemdUAddn 1838 NORMAL AVENUE 1838 NORMAL AVENUE CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 894-8465 (530) 894-8465 FEE INFORMATION DBOMSCF Supplemental Inspectio $115.98 Total Charged: $115.98 Fees Paid: $115.98 Balance Due: $0.00 Receipt No: B3642 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License CARPER ROBERT L 306230 / B / 02/28/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing wi c i n 7000) of Division 3 of lh ass and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) s in full for nd eff of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects 06/25/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by E]I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund policy Number: 713-0009277 Exp. Dat, -.0410112008 Contractors License Law.). (This section need not be completed if the permit is or one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 06/25/2007 compensation istons of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions X 06/25/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature or Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the roperty owner or am authorized to act on the property owners behalf. 06/25/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR; DAgent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name First Name Mailing Ad City f;'r � StateCA Zip I Phone Fax E-mail CONTRACTOR / Nam �e� IZ r dL— Address � ���n v � • City GU S Zip�b Phon �Q ��9yGS Fax E-mail �ob�Nl�oz ee 68CC>�o�q (, r j1 Lic. #500"2- 3 C) Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X T/ PERMIT NO. (D-7- !3 ? PROJECT LOCATION API f1/ 3 — 3 — o O Property( Address S /Ij 4Q4 City BIN # WORKER'S COMPENSATION Policy Number #" CV -7277— a 6 Carrier / 5 S atl If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: .142 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood!jTy�peConst. SRA Yes No Occ. 611,0.5 ti'�• h�t/Y3 G -^J J � �' , 63-3.5-07 3461-89B,P,E,M PEF CULLEN, Thomas & Jeanne PER /54-3! Nopel Ave, Forest Ranch (new single family) OWI CONTR. ASSESSOR PARCEL LOCATION P,-4= j�j �•� I, OFFICE COPY �I ? � 11 /d JE j Address l 5 �� GAS Date Meter By ELECTRIC pate Meter By - __- 3-�d r 1Cl ed 1�;ea.a cr. c `7 -l0 -Rb Temp. Power Pole Called PG&E Z - Temp. Elec. Service 2- -lb v Called PG&E Tamp. Gas Service I Called PG&E p JOB FINALED (Date) Z l D Signature w+ern.vnn+.s:w-.:;;ar.►:+r.�,.+vr.s.tiw�!w.«...�rw �. _.. . ,.: w .. a., r.... .� ...�...—.-., ..� _,..r+..++r.%�vs7:...._...+-�•. COUNTY OF BUTTE ' wr DEPARTMENT OF PUBLIC WORKS 'y 196 Memorial Way, Chico — Phone: 891-2751 p' 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE NAIL61X 'mw - 8 9 VIVO 1 V n COLA, i v. A i ye inspection indicat4s that the folio ing violations of Cou ty Ordinance ' exist at the above address and should be corrected. Please notify this office r 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—AL a 6jj NU DC4 Ai COUNTY OF BUTTE Sy:,. ✓� �.: DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWN -�q 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 co rrectioplof work is completed. If you have any question pertaining to this matter, or 94ced additional explanation, please contact this office immediately. 1 eA 10- C0 -& 96 Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive;, Oroville — Phone: 538-7541 ' 747 Elliott Road, Paradise- Phone: 872-6307 CORRECTION NOTICE cL,-k(eJ fr 3v�r-8� OWNER PERMIT NO. "Y 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 correctio f work is completed. If you have any question pertaining to this atter, or ed additional explanation, please contact this office immediately. A (I dd 4r"( -i ol A. V • MN4�\%CN � \ ��Wui1 Q'� ,C . Inspector Date �? " /5- .70 ITYPIF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive. Or(xville — Phone: 538-7541 747 E I I i ott Road, Parad i se — Phone: 872-007 CORRECTION NOTICE (f W -L eA-) ;' 940 , 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, ple7asontact this office immediately. 11-� I j L z .4 Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle - Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE (f (A. �I�,.� 3 16 (- g9 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, orp4d additional explanation, please contact this office immediately. o✓rd 1 L7. AIT J Inspector Date /` Z - 97 Owner: Permit No. (DUPLICATE) -j-4 E R C 'Y C Y R T I F ..I •C KT I O N 15637 Nople, Forest Ranch Ca. LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness (Incites) EXTERI6R WALL Material Fiberglass•baLL Thickness(inch (inches) 64" Brand Name Thermal Resistance (R Value) Brand Name Qwens-COrpjnq Thermal Resistance(R Value) R19 CEILING Batt oe Blanket Typej_Iber-Ula 5 toL1s Brand Name Owerl,4Sornlnn Thickness( incites) 9s" Thermal Resletance(R Value) R30 Loose Fill Type" Brand Name Nlnlmum Thicknee@(Incljee) _ Number of Bage Wt. per beg ib. Area covered(ft. ) Thermal Reel.stance(It Value) FLOOR. ELEVATED Material Th icknees (Incite a) FI.00R , SLAB Material Thickness(inches) W idth (inches)_ FOUNDATION WALL. Material Thickness(incltes) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Restatance(R Value)_, I hereby certify.. that lite above l.ttattla tion was installed in cite above building in conformance with cite State of eallforn'Ia Energy Requirements. Loerke InsulaLlon Co. 499150 FIRM MAHE/OWNER STATE CONTRACTORS LICENSE NO. July 12,'1990 • 8I TARE OF INSTAL TION APPI.LCATOR DATE I hereby certify the above inattlation and :all regttl.red 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 Lite State of California. � FIRM NAME/OWNER *• (Please print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF QENERAT. CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BULLDING DEPARTMENT PRIOR TO FINAL. INSPECTION APPROVAI. AND A COPY SIIA1.1. BE POSTED WI1'IIIN THE BUILDING . January 1984 = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES ' , `_ MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG _ 7. Utility Clearance Date DEC KS,COVERS,CARPORTS,GARAGES, (Plans)OK except #' 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date. 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s _ 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector - 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date 9. Health Department Approval Card -Bt Card -B1 10. Plumb.; Cir. Test -Water Supply Test Date Card -B1 Date Date Card -B1 Date = Not =Not Applicable � � ' - Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UND LOOR (Pla K except #'s MID (I /2-6-P Date MING (Continued) o etb s:-Easements-Flood-Slope angers-Post Caps-Anchors-Connectors Ing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss- hthng.-Ringh tg., Ma ils-Steel-Elec. Grn Gara ils-Steel-/ /Zj" Ftg. Depth 47. Fire ace Ties or Type-A Flue-Firep at Clearance 4 ttic Access: Size & Romex Protection-Draft Stop-Ins. Baffle; J 1/��i 4. Ftg. Porches & Decks Soils-Steel-/ /"Ftg. Depthj4 5_ �Fe�iwalls, Main; St el-Blockgat§-Wrapped d :Windows or Exiting Doors-Sill Hgt. & Dimensions temwalls, Ga ge: Steel-Bloc s-Wrapped 5 arage Fire Protection Framing 7. Slab; Steel-Wrapped erty Line Firewall & Openings 8. Piers-Fireplace Ftg.-Steel /t %Vtxt. Doors-One T-Check Garage-3rd story, 2 exits .V.; Fall-Fittings-Test-2 way C/O-Sewer Test 11 L 53. Stairs; Width-Headroom-Rise-Run-landing-Fire Protection 1 a ipe; Size-Anchors &4 Plywood on Roof Overhang-Attic Vents-Rafter Outriggers 14,4ater Pipe; Test-Anchors-Regulator-Service Test Tg-Nailing Veneer 12. Ele c; Underground -5&.-84weo Mesh-Drip Screed-Fd. Vents-Underflr. Access enums & Ducts; Clearance-Material-Supprt-Ins._ 57. Glazing Area-Glass Protection-Skylights-Plastic 14. Girders-Sills-Anchor Bolts-Joists-Vents-Cripples 58. Shear Walls; Nailing-Bolts 15. Insulation 1�,-//-40 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card-B1 Date /2-;s-$q Card-B1 Date /_ 3 Card-131 t.t- Date Card-B1` to I-!!k - Card-131 Date`j-(l Card-81 Date Card-81 Dat OCard-B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent-Access-Combustion Air-Baffle Date FINA lans) OK except #'s / 17. Water Pipe; Test & Anchors-Nail Protection 1 xt. Steps-Door & Sidelight Protection-Landings 2. Smoke Detector 18. D. .V.; Test-Fttngs & Anchors-Nail Protection (,Z2QQp hower Pan; Test, First Floor-Tub Access k-63. Furnace. Vents-Clearance-Comb. Air-Connector- �` In GjWge; Above Floor-Ducts-Mach. Protection 20. T!9Tub & Shower, 2nd Floor-Tub Access 2 as Pipe; Size & Anchors ed om Exiting 66--61L & Bath Fix4bfeis Vccep-Spa ec. Trim & Sub el; Break izes-L els Card-B1 • 0Date U6 Card-B1 Date 7. Stairs Rai Card-81 Date'j IS Card-81 Date Fireplac Stove; Clearances-Hearth . .or Date ELE RICAL (Permit) OK except #'s . O lets at Wood Panel; Int. & Ext. 26KIF!Xtare & Transformer Clearance-ins. Protection 7 . & Appliance; Gr - it Gap-Co ing Clearance 23 . Receptacles Spacing-Lights & Switches at Doors 71, ec. Outlets &Receptacles at Ki Counter 2 . i e Boxes & No. of Conductors-Stapled arap Fire Door; S -La-C`sser 2VRogjax Installed Close to Edge of Studs & C.J. IIA-C. Duct in Garage-Damper 2 qui . Ground made up w/Mech. Fasteners-Bond Gas &'Nater v7-4. Wtr. Htr , Vents-Clearance-Comb. Air-C nnector-P.R.V.- In age; Above Floor-Mech. Prom 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. `� b., EI '. & Mech. Equip. Li for Loc ion --29-6U6feed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 7 ceptacies in Garage; ( - omex Protec. --2)rflange-Eirc. / / ga. Cu or AI-Oven Circ. / / ga. Cu or Al. Ins lated Neutral Yes Nouard nsulation-Foam-Looked in Attic & Deck Construction-Po ps 3 ice-Riser Conductors & Ground-Main Disconnect 74qFln. Vents & Crawl Hole Door-Drainage ood-Earth Cle ce Looked under Floor_,-6-s qu p. Clearances Panels-Motors-Mech. Equip. 3 hes Closet Light-Shower Light-Spa Light ollowing instld.; Drive es ❑ No; Walks ❑ Yes IQ�W Planters ❑ Yes o 3 . Smoke Detector n-Finish Card-81 Date Card-B1 Date nit; Disconrwff, Electrical, Plumbing Card-61 Date Card-81 Dateents Above Roof; Plbg.-Applianc Fire I. learance to Openings. Date ME NICAL (Permit) OK except #'s 4. Water Well: Disconnect, Elec al, Plumbing 85. Ex o lec. Trim; G. .. eceptacle-Underground Ate. Ducts Insulation & Support Vent Fan; Exhaust above insulation i ation throughout House 36. Condensate Drain & Overflow; Size & Grade 8 . G Protection 37. Furnace-Vent; Access-Comb. Air-Return Air Vent-115 cutlet . Correctio rom Prev' us Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas T-Meters T ged; Gas-Electric 9 er & Sewer Connected-C/O to Grade-HD Approval 1. EWgy Compliance Certificate-Other Certificates Card-B1 Date Card-B1 Date oofing Certificate Card-131 Date Card-131 Date Card-B1 Date - -70 Card-131 Date Card-B ate7-/2-_gUCard-131 Date Date FR NG (Plans) OK except #'s Sills, Proper Material &Anchors Card-81 Date Card-81 Date 40. , IIs Studs-Nailing, Spacing & Bracing—Plates-Sound Comments at Final: 1 earing Walls over Girders & Floor Nailing _ Draft Stop in Walls (rat proof) _ F• Stops; Furred Ceilings-Stairs-Chases-Tub lAeofjeacler & Beam-Size & Bearing IC cno J IeI\" Pp,,,.,) JI ,•. COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 959E5 - Telephone: 916/538-7541 L0 APPLICATION \AND PERMIT /,-A ASSESSOR PARCEL NUMBER ., 3 _ O.a—� ZO NG •• BUILDING PERM(T ow /- f/Jn�,eS _ Nie 1, i%CLL�r.I NE .fit 3- Sz/L9 SQ. FT. OCC. BUILDING VALUATION %� �� • �+ OWNER'S MAILING ADDRESS to ilee..�.r" ey FoN.e,,,►cG� 959 . r r 6z CONTRACTOR'S NAME TELEPHONE VNfE/Z - CONTRACTOR'S MAILING ADDRESS •• Fireplace %Oao -o CONSTRUCTION LENDER UNKNOWN N01V_ LENDER'S MAILING ADDRESS Total Valuation 1 $ rLI yS 9 --� FilingFee $ 10.00 Permit Fee $ -S0 ARh HITECT O ENGINEER LICENSE No. U�J�J IV LLLD IV G€ �3o O ARCHITECT OR E GIN EER'S MAI LIj� G ADDRESS ©y �aJ ryz ",44 ✓ URr,1C/@ LW' Plan Checking Fee Energy Plan Checking Fee Penalty $ 2, y `S -"a $ BUILDING ADDRESS Permit fee $ 79 Q,'7,S PLUMBING PERMIT Filing Fee 10.00 Each TrapJheater 2.00 %� � �7 Solar or heat pump wat20.00LOT NO. SUBDIVISION NAME PARCEL A Water piping5.00O�/0 Each qas water heater5.00 — USE OF STRUCTURE Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5.00SFN Building sewer5.00 3 - Mobile Home S10.00e TYPE OF WORK Newts] Addition ❑ Remodel UtilitiesInstallation[] Other[:] Describe work: 3 A A. 2 �lQ��% s/,✓C,L� - SPC�e�_ Permit Fee $ Ll (e 00 Contractor r ELECTRICAL PERMIT Filing Fee 10.00; Main service 100 AMP OR00V OR SLESS 10.00 0 ov Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BusinessPOWER and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract-, ors. (Sec. 7044)g ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING Oe UP.. OR ADDN5. (ACC. BLDGS. 3 ) 8 J dv /z¢sgft D NEW RESID.CQN5TRANCH CIRCUITS) NON-RESID BRANCH CIRC ITS 2,50 ea APPARATUS 6 H� ��M'SINGLE OUT cIR. ) a Ex. Occup(OUTLETS OR FIXTURES eA "30 Ex. Occup. OUTLETS PIRESID IFIXED APLNS. REA.) 2.00 Temporary service 10.00 10 a! Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 117 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heat ingV< 10,0 '60-o 00 Cooling X < 3 tz2 X Hood n/ 3,00 3 '' Ventilation. Perm it Fee $ S i Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. v 0,, (f.4 Sign Wr- of Applicant — Owner g Contractor ❑ Agent An OSHA permit is required for excavati ns over. 5'0"dee and molition r construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee$ p -- co ST TY TOTAL FEE $ A77����ISSUE -i HAZ _ CU PARK -his permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BDate PE EXPIRES Date— 1 XG Receipt No.L7 qy/ 3�0? 9 I, ✓ —Zl WHITE-D.P.W., YELLOW -ASSES OR, R PINK PECTOR• GOLDENROD P LICART 5/89 RESIDENTIAL PLAN CHECKING. GUIDE (.5. F. , DUPLEX- & MISC. ONLY) Permit # # 63-33-- 007 7�pil�IffS C Bldg. OWNER �lLL��% A. P. GENERAL 44 Z11' Zoning requirements: (sideyards x Valuation. Plans signed by designer. `a! Energy Design and Compliance. -.5- Existing violations on property. Za! Items on data sheet. PLOT PLAN and number of permitted living units).. il! Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structure Grading, fills, drainage.'T� .5! Flood hazard. 1-1-f: Special conditions on creation map or compliance document. FAU & FAS road setback. FLOOR PLAN Complete to scale plan'with dimensions.' Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. �,0. Garage firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS �1! Foundation plan complete enough to construct building. x Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. ,'_Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN'CHECKING CUTDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) r Exterior plaster - weep screeds (Sec. 4706). /�. Proper roof pitch for roof covering (Chapter 32). f� Roof covering type - (fire hazard). e Rafter ties or bearing ridge beam. Garage door or porch header sizes. -9.e-'Adequate bracing. 1_b11� Living area over garage - complete 1 -hour separation required on garage side _ -_ including supporting walls and posts, etc. wo exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). ttic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances. r1 Noise requirements on duplexes. �I�Adobe soils - .special foundation design. Retaining walls requiring design. Unusual shape, size, or split level house requiring lateral design. J,9 -""Flashing at all exterior openings.. N6Z6-(5'-:7& %�o 7 Plst�� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 -. •' PEFNi IT APPLICATION DATA SHEET Permit No. OWNER un iYiAt 1 Ci) (l,n/ A. P. No. 3 oco Proposed Building Use S//C Building Inspector C- %l Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... —W'� Plot plans in du licate/tri licate, signed by preparer of plans........ . Complete plans i uplicate/tr plicate, gned by preparer of plans .. 4. Complete engineers ans and calcs, with wet signature on plans .. 6 5 Hazardous Material Form ................................ . 6. E y Design Compliance and supporting documentation ."0-*. d"�v 7. Statement of Intent for Non -Heated and AC Buildings .. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions .. ®o .......................................... �0. Fees of $I ........................ 11. Chico Urban Area fees paid ....................................... X�1"2. Park fees paid .................................................... �I3. Al I C School District fees paid .............. . Sanitation approval from C:hh C t--') - Health Department. LL� —Y a 15. City of Chico plumbing permit ......., ............................. 1 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... :�V8. Improvements may be required. Contact Land Development Section DPW 9. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required ... Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner R, Mail to owner o) .. _ 24. Recorded copy of Agricultural .Acknowledgment Statement ..........I 25. Letter of signature authorization .... 27 v When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone �ho�d1?Zckup at 6/C office. Deliver w/inspector. c: Other a Arai7=L� 7 n Applicant \ ,0" 4 41 o2 Date_/n— /a-�� Copy of plans sent Health Dept., Fire Dept„ Other Date ti— The following data must be submittedri er it i uance: (Circle new item not checked above). 1. Index permit for above items No. PAL__2. Additional items required: ► / Contractor, designer, owner, was advised of above required data by—phone --- Mail_counter,by .date Contractor, designer, owner, was advised of above required data by—phone—mail rt ri,y date Plans checked by Date Plans approved by� Date Sets of plans on hold in . File cabinet AP folder Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: 'Driveway Clearance ^ owner location Driveway permit ��'l� dle�G1je has been issued for the above /nUD sign re �3-3F-07 AP # property. date TO But" Oki Department r FROM: Environmental Health ` SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply ✓ Hold final for: Water Supply Final.clearance O.K. for: Water Supply Clearance for _ .� bedroom -e home. Other NOTE ** Sanitarian Date oy° ��- - OK SENT B'Y : L I NCOLN LUG/AUBURN rN From rTHEiL:i�nooln RKI N& Lo"* C20'a 13658 Bowman Road_ - Aubum, CA 98603 (916) 823.6647 FAX (9 IS) 885-8065 Please Dellver the Following Pages: i 41 * I r � r f 9168856055-1 9165382140:# 1 •� r ,t,r.r .: t.ANO & TimBER CO., LTD P.O. Son 834 E! Dora&. CA 95823 (916) 622.18411 FAX (916) 622.3648 You should receive Rapes, includln0 this COvor shoat. tl you Cho not rocalvo BU 1118 PaPS, Plea80 call sander as coon as posslbla. Notes: „ u_s s ems I OF CHOFTO 2X.6 FIR -LARCH #2 BOT CHORD 2X4 FIA -LARCH fF1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN AI;CORDAME KITH Lf"REOUITIENFNTS OF I.C.B.0. RESEARCH REPORT 02949. ALL PLATES ARE TO BE CENTERED ON THE JO>NT. LEFT ;0 RIGHT AND FOP TU BDTTON. EXCEPT NHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWIWG 13D FOR "PLATE LOCA11ONS ON •tYPICAI .JOINTS.' 7x6 TC X -LOC L -R: 0.29 7.33 14.00 20.57 27:71 BC X -LOC L -R; 0.29 7.33 14.00 20-67 27-71 SINGLE CUT WEB 0-6C: 3 ; 2 ENDS- 1. 5 PROVIDE FOR 14ORIZONTAL !MOVEMENT AT ONE SUPPORT_ Rl) BOTTOM CHORD CHECXED FOR 10 PSF LIVE LOAC. CONNECTOR PLATES DESICW.-C FOR GREEN LUMBER PER NDS TABLE 0,18. - (Ift Pei( sc-t> _ 14-0-0 14-4-0 u) 14-0-0 14-0-0 kD —28=0-0 OVER 2 SUPPOR 4 R -1753f W- 5.50' PLT. TYP.—ALPINE SE(;N-- 58531 FURNISH A COPY DF T'MS OM]6A1 Tp UIECTIC r o�m.e�. wears re. mains 1m1w nrr*m euaF `3 o o a o e XXIMPDRTANT*x aLE ARNlHG IN Nvr&] L O nam I.Ml "cl s!�e. latlors Ql1 o��lmar fo.rw s : sw -e►T-7was mm mam& T o o C a rwB 000 M Dw Mf FAXA E to MUD 1! 11 n®b.rwa ro flmm6w T"ws_w" . WE S U o 0 o VtW 7K "asu]l1 nAM30M sslas- W 1r7. APIW Im ff= 1 m MommuL s1KIAL RAW - 9=3 a p p am w.nsesruwn 111m an 4wPE M_vStY� C1EiL Sam -am fwwvoawn. U Lm V"Wjm®E L= Ai.PI fm s ttPEl7KL �eB.rR�c�rs W. A&W A40 DOM A. » TDP "1011 VE UWMR LT W11, C /FPLr COM"MUM •O RVSP FA.$ lT FA1 tel! ao lDCL7E �R1N PIOHCY •71UH) PL1trOp S1lEfnff16 o TF�USS o spa. efums, uorxc „� �• "Lw aigs Oneanse s+on- evrlo� oaa �" a® ffnns am rwca.s rLS16a sa¢is',as Tvcowl q>A uiPLlr ab sv onsmw as SPOMIM L. DUmm. no xv ►tom twt5 WDS STA e1Fi QCf). oc"Qx %m11 F=E 1Euj4mwf Vm1 ® s Loom. >_. a o C� p f= u4m Pule aw7irJfc lw - wcrisyy mmat 9f�lFItwlSUa POp Dox 006lgtTD31 %=j R-if53i M- 5.50' ACTOR REV 15.2.5 SCALE = 0.2500 DESIGN CRIT: UBC FREFR354--57t TC LL 30.0 PsF 01/04/9(. TC DL 18.0 P5FAI�t 9000• CA BC DL (U) 5.0 PSFATOT.LD 53.0 PSFH. 26—O—C DM,FAC. 1.15 6.0 1sPACiNs 24.0' ,CONN -- D .'JOB: 97120S THIS DWG. PREPARED FROG TOP CHORD 2X.6 FIR -LARCH 62 BOT CHOM 2X4 F I14 -LARCH 1€1 WEBS 2X4 FIR --ARCH STANDARD CONNECIUR PLATES MUST BE INSTALLED IN ACCORDANCE WITH U,RE0UITlEW..NTS OF I.C.B.O. RESEARCH REPORT 02949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LES TO RIGHT AND top Tfl BOTTOM, EXCEPT NHEN LOCATED BY CIRCLE OR DIMENSION. SEE-ORAWINr; 130 FOR "PLATE LDCA11ONS, ON 'TYPICAL JOINTS.' W •.I i 3 -d -J 14--0-_0-LI4-0-0 N 14-0-0 1 14-0-0 D 28-0-0 OVER 2 SUPP -' R-17530 W= 5.50' 7X6 TC X -LOC L -R: 0.29 7.33 14.00 20.67 27.71 BC X -LOC L -R: 0.29 7.33 14.00 20.67 27.71 SINGLE CUT WEB #-BC: 3 : 2 ENDS- 1. 5 PROVIDE FOR HORIZONTAL "3VEHENT AT ONE SUPPORT. (0) BOTTOM CHORD CHECKED FOR, 10 PSF LIVE LOAD. CONNECTOR PLATES DESIGAEO FOR GREEN LUNGER PER AIDS YABLE 0.18. PLT. TTP__ -ALPINE SEAN-- 58533 Ft1RNISH A CCFY QF TK2S DESIGN TO EWCTIOfY s Aeairrl TAG. .ssm, Inum TxTmw 0" l, 0 0 0 0 0 o xXll�►ORTANTlf)E f�1aL roT E ��, ARNIIOG sr I�wanl. ERvnrl es a v o¢.urrr crrw TlQSE BpF1gIO1T1Or6 ar aTT O771fTfar w"em-sm ,eirr-W. ONO mm �n T C=:) C7 C CM n0g.06TOM 0 Wt FA,IIJDE Tc 9lIlA tE 7R'� p ®�Or1A{t WD I��OlM7lQi-+ . U O O O RIG T -W '0V&JTT WWCWU W""' !T M. ATW TM DE=W FM aMt*%L sm3a pq%A- }�'+ Id O o d AM "AAWAMMU WM i aaK U&ME se_+.4EW 9 IvrT se IECuve"D . LL�ms vr"3r� . o . Ai.Pi o OTT %l= � OE4 T - *VJNgM4 s fF A&W A40 OOCX A. —M TW 000 OWL BE IAMIOLLT � ABLY COIVOGTQ" TO SWP iA'S AT FAM i> W AQ LOCaE WM PrOOCr 4T7U®1 0.Ttl= 9cinQra a T S G R WI. lfOod, au im rYE .' Fmim mem arfamE 6011. wrrm Oum rQT» TQ® LfIIllr: oe ZfR11U OMAN MAIORMS "WOW In= •vPLTrA1LE VMMSTn6 u T3L�6]ffi I" OESIHr. OD nor rr56 TfK_ aw NA *TFI OCD. BMIQX VM FIE Prumver mEATM U!lET. O O O d [� —JAL TRI!! PLATE ImiTIriM rS . "Ort IO_ �W SPECW=Tt?, FOr V= wirnawru r R-l�453i W- 5.50'! REV 15.2.5 SCALE = 0_2500 DESIGN CRIT: UBC IREF 8364--370 TC LL 30.0 PSF !LATE 01/04/90 TC DL 18.8 Pw mm camou 9ooas CA 8C DL (U) 5.0 PSF CA -ENG ti TOT.LD. 53.0 PSF 0/14 LEN. 28-0-0 ".FAC. 1.15 PITCH SPACING 24.0' TYPE CORN --- fa - )j L31.8 SUBJEC/T+�-1�1�ZSlIi1�Cl�i ��X�- (�--------- B�'- - GATE- : � l /LI�'- r��y�� w2'--------------- SHEET-�.-OF�--------_-.-- _- ' `C1-�� 1"l T���-------------- PROJECT NO _-. . - - 34i_�� _ _.it _._..... - - q 4-- - - - -- - - - - r _ ,; _ T SZON� Wi,IGHT I X O . S� X _ SD �� = l 425- - ..��r1c, _ 37s7 .. E 1103 I A DATELVO ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHEET-7--l-OF Z - - - ----------------------------- PROJECT NO.--------------- -------------- -- - -- Z w- Ti nLG - - - - - F ?Cl 5 -r► o Ax _ G x - -- �Xc�-v ►ice--�- I'1 = L[ -T W/�z!'�-:%�'� ---- - ��`�-C� �a--G� �__. CCS t�CC-Yt, ►z�'Ei—__ Z.S�GO= -f�� �1_=---1 N--- --__ _ Fl - i S , _ 1�. � Ill _ iY�C: l�C l(`l-'i'Ni �' /Z{_ AW I )4-T� -aoFES. l fl — _— _ — -- - --- — - +`� 00'1✓ '- -- - -- -- .. - --- --- RSE 1103_ 1 - - -- - - --- • --- - -- ---- ----_ „�s ,* —;* A-0 JCS -� Pk =- 1 0'90 1Z�')< (�5. � � -= ”. -K 1(-"� DECEMBER 14, 1989 The ratification meeting on December 21, 1989, to count ballots, has been cancelled until further notice. This cancellation has resulted from a post -bargaining position taken by the County which contradicts the understanding of the Association and the summary of the Agreement presented to you at the December 5th dinner meeting and attached to the ratification ballot mailed to you. We will keep you apprised as to the status of this dispute. t c � ed I@ Is Is t DECEMBER 14, 1989 The ratification meeting on December 21, 1989, to count ballots, has been cancelled until further notice. This cancellation has resulted from a post -bargaining position taken by the County which contradicts the understanding of the Association and the summary of the Agreement presented to you at the December 5th dinner meeting and attached to the ratification ballot mailed to you. We will keep you apprised as to the status of this dispute. COUNTY OF BUTTE - DEPARTi,ENT OF PUBLIC WORKS i' 7 County Center Drive, c,roville, CA 95965 PHONE: 916-538-75/41. Thomas Cullen P.O. Box 849 DATE November 2. 1989 For Ranch, CA 95942 RE. Building Permit #3461-89 Thomas Cullen Residence A.P. # 63-35-007 With reference to the above subject: " Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of. Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in , including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER See Attached List. Should you have any questions concerning the above, please contact this office: and ask for John Henry between the hours of 3:00 and 5:00 pm, weekdays. Yours very truly, JFG/a j William Cheff Director of Public Works .F. Glander Chief Building Inspector Attempts to reach you by telephone on November 1, 1989 were unsuccessful. Provide -the following: wo sets of plans. One set, previously submitted, was pre iminarv. ' IC-zg� fi2� ,Truss _ ' ons. and det o lan check. ��. 1 i -3 � � Obt 0 4__� 1 \ ( , -z- -e 7 COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvementyes r no) 2. I Qhave'have not) i/F' signed an application for a building permit foproposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: - -- Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number Date r �;&_ i A'. r!% .5c- a 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. POO S107-6,: b3 -�,55,-007 or ` — SNEE?' ROJECT Np - to Tk— ��� i µ\.MHS— BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Numbers �j- - s- Building Department No. LC Ct-/ School District C q ay City Q County r3�1 Jurisdiction Property Owner r . /,t y) -c M r 5. "T . _ C ,- I I P V" Project Location/Address #0,0P�J Y • /? - Subdivision Lot Number Residential Development: a � � pF,` 3Q� Sq. Footage Z7 J L, # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) ng Department Representative D to ******************************************************************* District Id No. 9f_s School District certifies that (Applicant Name) (Phone Number) a z/9 (Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No. 437 6 by the payment of $ �5aa o� representinga%square feet. School District Representative Date PAID BY CHECK NO. BANK NO // _C�?' PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) r.u. oua <or► MAR 20 '90 17:17 PGL BLDG. PROD; SAC. Sacramento, CA 95828 0541 P.1/3 (816) 3814242 Y otk BUILDING PRODUU10 BULWIN9 TM JHS FUJUR'E A Palmer G, Lewis Company TELECOPIER COVER LETTER Please deliver the following pagdtej tot NAME: !� I �—/� 0 � FRS_ � �u± TOTAL PAGES ENCLOSED (Excluding cover eheefl— DATE; r - 0 ' l � . If there are any Pages missing please notify our office immediately at one of the following numbers. (916) 381-6242 1;-800952-8614 Fax .Number. 916-381-•2834 PGL BUILDING PRODUCTS� G - ram 8ilC ent0, CA - • 1 LC v► eY biOA04 �D MAR 20 '90 17:18 PGL BLDG. PROD, SAC. .:1yj-_ r* gr P. 3/3 - � .54�.lZ+3 '�Si��7Ru :�l�l.t•-L.�r:4 )�}�pDl..�t:.TS J4i; �. L•f. Bt�J i�12► (50.1) 746 S411 4 427a -C SPR2r 137 x -LD, -ip '474377 '=` Y 96 1'ALIYIFR C- I..EW: S 'CIM 1=N`'' TNL. Sh z BUX 28547 i CA N fi9tiki!-;klL aFitiF�ki!•itiN➢l��Ftitt. �1:iF;t;r.*�a�iiEf:•��i►�-�.+�.��.r��•i!it tli�tt�i:�fy�•1:•i!*i!•'k9riei��.s:�.ar.i►y...�.a���,.. _ ...... _ .... . zr-'Vol �e' DiAte '= -s�•t P. 0. 0 Zell —1' 7900 St! : o V i A TRUCK PC -if t o krttkkatkktliaRttktatirtttkatttkttrkkka-kktrtaatktkttrrtktrerktttttkkrttkkarrksttrktktrtakatkttrr min w "•g°ti 9:Y 8TY (iIDTN DST}! FstT M rPi :T ra.OT SPC ST CIE 6.Rso O V4 ?4"F 5-3i0 .B-I!i bid iz: L4aW JAWY4 4 IS 60 W, • i D V4 :4W 4 iLS-1/8 X I$ U ed ! D Y4 �411F I D V4 24kW 2; 4-3/4 X 19-3 r2 Sil I D V4 ;QW V4 $4W 2' 06-3/4 X 24 68 kv - D V4 aw X'3' -3t! 8 8 iQ3-i/6 r :3 -IR 44 W ! � v4 i4dtlr' X :s 421 I D Y4 i4w WTVY. 42ft W 449. 5WIP WITH 4& AND 4gaY9. tRktterktrktaaraaetttltattkkttrtstrkkasrrtttteketartrtrktctktccerrktttstkeaeRettttkctrlck#eascaaai ronx v1pp-v Four" ►'L�3lL►i�pr aq 9F31t4 MAR 20 '90 17:17 PGL BLDG. PROD, _SAC. `�`' ' �: "'"" - 2i3 1#4TE OF tIMAo_ i-- CER IFICATE OFTC C O -N FO R MAN C E /HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES, that the products identified below and on attached sheets Nos. are marked With the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-19$3 Structural Glued Laminated Timber, and that such manufacture has been at our plant in S BZ>B , OIL ... , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. 1 The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOBNAME:'PAUM _0 LMS Co. , 408 LOCATION: s'AAi�E11To. Ck CUSTOMER'S ORDER No. -M-17900 M-179 DATE 119/H, w MFGR'S ORDER NO. -- 4272—C SIGNATURE COMPANY Ed.SMEQ LUMBER Co. TITLE Qiiii.J C0IRTRDL. ADDRESS _ S 22ND ST. _ DATEi /I Z/90 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected, and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with 'applicable manufacturing and,testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. 59886 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Q 1983 AMERICAN INSTITUTE OF TI'MUER CONSTRUCTION ORIGINAL LINCOLN LOGS LTD. 13650 Bowman Road Auburn, California 95603 (916)823-3647 (800)637-5888 Li G WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via LETTER OFT'ANS(YIITTAL= i DATE 1 1 JOB NO, ATTENTIOPJ )l As requested RE: For review and comment ❑ A 3- -DD following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use )l As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS MEFA SF T1zUS5 ."ALES . 5�t4FD 5�j LIZ. FALL (A, 5 aFP Yn U 7- S COPY TO SIGNED: C'�l/1�� MOW /meg Int, GmtgYm01/7I if enclosures are not as noted, kindly notify us at 04. - ,.C.E.S Version 5.1» >>===========================««AUBURN -TRUSS» >>=== _ =<«<A Customer : LOGS Tue Aug 08 15:20:27 1989 Project #: 798 Truss ID : 28 -SCIS Family # : 120 Span : 28-0 Quantity : 8 To Pitch : 6./12 Seat cut : 0-3-8 Bo pitch : 3./12 ------------------------ TOP CHORD BOT1014 CHORD WEBS REACTIONS - SIZE , 1-2--5420 7-8- 4901 2-18--291 1--1746 3.50 2-3--5014 8-9- 4296 3-10- 529 7--1746 3.50 LEFT RIGHT:@" 3-4--3654 9-10- 4296 3-9--937 LOADING (PSF� ----------------------------------------------------- MAX STRESSES MINIMUM GRADE OF LUMBER 4-5--3654 10-1- 4901 4-9- 2820 1-2=0.731 TOP CHORD:2*6 N0.2 DF -L 5-6--5014 5-9--937 10-1=0.924 BOT CHORD:2*4 SS DF -L 6-7--5420 5-8- 529 WEBS :2*4 STANDARD DF -L -------------------------------------------------------------------------------- bTR.INC.: LUMB = 1.15 PLATE 6-8--291 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED PLATE OFFSETS(X=LEFT,Y=TOP):[j4=213],[j9=5,4], NO. OF MEMBER = 1 NOTE: PROVIDE 1-6 4-8 9-4 14-0 18-8 23-4 28-0 (A 4-8 4-8 4-8 4-8 4-8 4-8 7X4 4 3X11 1. 3X11 7 3X4 3X4 WEB: 4-9 TO BE 2*4 No.2 DF -L .tol PLATES AM BEHM-20 801DISG-240 TENSION -359 SHEAR -242 MUWACPUAID FROM ASTM A 446 GID A GALVANIZED STEEL(EXC6PT AS SHOWN) PLATE MAST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN COHPORMS WIRE !IDS DESIGN SPECS AND UBC,TPI-85 THIS DESIGN IS FOR. TRUSS FABRICATION ONLY.POR PF3ttIA1PENT-AND TEMPORARY BRACING(WHICH 13 ALWAYS R1=1CONSULT BLDG i1RcEmvprT OR SNGIBR R- �aQ?,OF Ssp E.� CO a� FLORIDA INC. i+" D1f V vr� f JOHN 1 _ ti,. �. ;0 REG. ENP, W 0. ^ �a �01' cit.. f �STATE OF F OF C;koi 7-8 14-0 21-8 , 28-0 , 7-6 7-0 17-6 7-0 L. HL M P135-7-13 IMMM RISE:3-5-2 R. HL M P1 :15-7-13 LEFT RIGHT:@" SPAN:2H RISE:?-" SIGHT HEIGHi:6-6-6 � i'- LOADING (PSF� ----------------------------------------------------- MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1-2=0.731 TOP CHORD:2*6 N0.2 DF -L TOP 30 18 BOTT 10-1=0.924 BOT CHORD:2*4 SS DF -L BOTT 10 5 -------------------------------------------------------------------------------- DEFL.< L/360 WEBS :2*4 STANDARD DF -L -------------------------------------------------------------------------------- bTR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBER = 1 NOTE: PROVIDE FOR HORIZONTAL DISPLACEMENT AT ONE BEARING (A WEB: 4-9 TO BE 2*4 No.2 DF -L .tol PLATES AM BEHM-20 801DISG-240 TENSION -359 SHEAR -242 MUWACPUAID FROM ASTM A 446 GID A GALVANIZED STEEL(EXC6PT AS SHOWN) PLATE MAST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN COHPORMS WIRE !IDS DESIGN SPECS AND UBC,TPI-85 THIS DESIGN IS FOR. TRUSS FABRICATION ONLY.POR PF3ttIA1PENT-AND TEMPORARY BRACING(WHICH 13 ALWAYS R1=1CONSULT BLDG i1RcEmvprT OR SNGIBR R- �aQ?,OF Ssp E.� CO a� FLORIDA INC. i+" D1f V vr� f JOHN 1 _ ti,. �. ;0 REG. ENP, W 0. ^ �a �01' cit.. f �STATE OF F OF C;koi r N =_ ' <' <: A . C . E . S . Version 2.2' =_-__ .- : ========================= ' <' ; ___« .<A. C . E . S VersiqA 5. 1»»===========================««A - S»»=== UBURN TRUS �ustdmer __- Tue Aug 22 17:03:28 1989 Project #: Truss ID : 19 -SCIS Family # : 117 Span : 19-0 Quantity : 13 To Pitch : 6./12 Seat cut : 0-3-8 Bo? pitch : 3./12 ----------------- TOP CBORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2--2930 5-6- 2649 2-8- 120 1--1029 3.50 2-3--2090 6-7- 2654 2-7--706 5--1029 3.50 3-4--2090 7-8- 2654 3-7- 1489 4-5--2930 6-1- 2649 4-7--706 4-6- 120 PLATE OFFSETS (X=LEFTY=TOP):[j7=4,2], ,2-0 4-9 9-6 14-3 , 19-0 ,2-0 , 4-9 4-9 4-9 4-9 3X4 3 3X6 1 2X3 2X3 3X6 S 4-9 9-6 14-3 19-0 , 4-9 4-9 4-9 4-9 L. HL TO PX:10-7-7 IMiM RISB:2-3-18 R. HL TO PX :10-7-7 LEFT HZIGHi:6-" DWI" RISE:5-H RIGHT HEIGHT*" LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.440 TOP CHORD 2 6 No.2 DF -L TOP 30 10 BOTT 7-8=0.552 BOT CHORD:2*4 No -1 DF -L BOTT 10 5 DEFL.< L/360 WEBS :2*4 STANDARD DF -L ------------- ------------------------------------------------------------------ ------------------------------------------------------------------- STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. - .REPETITIVE STRESSES USED NO. OF MEMBER = 1 NOTE: PROVIDE FOR HORIZONTAL DISPLACEMENT AT ONE BEARING C! n C; 1 3 PLATES ARE BEMAX-20 HOLDING -240 TENSION -359 SAAR -242 MANUFACTURED FROM ASTM A 446 GRD.A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTS PACES OF JOINTS, SYMMETRICALLY(MMEPT AS SHOWN)DESIGN COMP01 MB WITH NDS DESIGN SPECS AND UBC,TPI-85 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PEAMANM AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. eof E S�x. E. W. V.ATE Civil- CNL1i '1b IPS IL i I OF FLORIDA INC. DATE d �. MAX STRESSES MINIMUM GRADE OF LUMBER -- TOF' '0 - 10 . p -moi -on 5.0.:.:___________________________ ==Cdto erCE . =T=_ -fr ri i�r _ Project #: 626 - BOTT 7-8=0.652 Truss ID : 28 -COM Family # : 108 Span 28-0 SPACING in. o. c. NO. OF MEMBER = i Ouantity : 6 ------------------------------- Top Fitch : 6./12 TOP CHORD BOTTOM CHORD WEBS REACTIONS --------------- 1-2=-2565 7-8= 2255 2-10=-258 1=-1524 2-3=-2334 B-9= 1982 3-10= 445 7=-1524 3-4=-..1'655 9-10= 1902 3-9=-62.4 4-5=-1655 10-1= 2255 4-9= 1121 5-6=-2334 5-9=-624 6-7=-2565 5-8= 445 6-8=-258 ,PLATE OFFSETS (X=LEFTY=TOP):[j=3,5],[J5=3,5j,[j9=4,2], n n r n r n r o •• n �n r ,o 22-11-1t. nn n v n S -A -S d=5-14 d-S-iZ d -S -1Z d=S-1Z S -O -S 5X4 d 7A J156 3 7 VA 'JvA IA 9 g 9VA SVO IVA .-nv MV on -3 7 -Z -d 1 Q -Q 9Q -R-17 7-3-4 6-8-12 6-8-12 7-3-4 1 U1 TDV-1�7_1O L - i iL LU n . i D XT vn DV -1r-19 789?47 l l► - Lv i lv Rd iu a A - w I7_LTJ i.ur�i i114LkM11-uu-u uunn-au u niuu-�-u u nivii iiLiwii-u u u LOADING (P'SF) MAX STRESSES MINIMUM GRADE OF LUMBER -- TOF' '0 - 10 TOP' 1- •-0. _�97 TOP CHORD:2*6 BOT CHORD:2*4 No.2 DF -L No.1 DF -L BOTT 10 5 BOTT 7-8=0.652 WEBS :'*4 STANDARD DF -L STR.INC.: RE 1.15 STRESSES USED SPACING in. o. c. NO. OF MEMBER = i MI,N. BRG WIDTHS C JNT. 1 = PLATES ARE DEMAX-20 HOLDING -240 TENSION-359,SH A PLATE MUST BE INSTALLED ON BOTH FACES OF JIOT S THIS DESIGN IS FOR TRUSS FABRICATION ONLY 'bR1 CIO C ((, �40 AND T 0 17 EXP? DAI E .50 : DEFL. <; L/360 ASTM A 446 GRD A GALVANIIED STEEL(EXCEPT AS SHOWN) SHOWN)DESIGH CONFORMS WITH NDS DESIGN SPECS AND UBCITPI-85 ACING(WHICH IS ALWAYS REDD)CONSULT BLDG ARCHITECT OR ENGINEER. OWNER'S NAME: RECEIVED PERMIT NUMBER: A. P. #: DATE F_JRESIDENTIAL ❑ NON RESIDENTIAL RECEIVED BY Tim --------------------------------------- REQUIRED PRIOR TO PERMIT ISSUANCE FROM DATA SHEET F-1 REQUESTED BY PLAN CHECKER OTHER --------------------------------------- REQUESTED BY CORRECTION NOTICE � YES NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: WHEN APPROVED, PROCESS AS FOLLOWS: -------------------- "Mail to owner (Address) Mail to contractor (Name and Address) Call and hold for pickup at office. Deliver with next inspection. $15.00 REVISED PLAN CHECK FEES PAID: $30.00. Additional Fees Not Required � TITLE 24 REPORT FOR: CULLEN RESIDENCE Forest Ranch Butte County ~ PROJECT DESIGNER: Original Lincoln Logs Ltd. 13650 Bowman Road Auburn, Ca. 95604 (916) 823-5647 OWNER: T.G. & Jeanne Cullen c/o General Delivery Tahoe City, Ca. 95730 REPORT PREPARED BY: Douglas -Fallon 175 Sheilds Ave. Auburn, Ca. 95603 (916) 823-3460 Job Number: 89-214 ' Date: 9/14/1989 The COMPLY 24 computer program has been used to perform the calculation/- summarized in this compliance report. This program has interim approval and is authorized by the California Energy Commission for use with the ^ Second Generation Nonresidential Building Energy Efficiency Standards for Nonresidential Occupancies. Second Generation Residential Occupancies shown to comply with this program conform to the results produced by th Public Domain Point System developed by the California '- = ' orn a Energy Commission This program developed by Michael developed by ( -15428-0803. ^ Table Of Contents for Title 24 Report -------------------------------=----- Cover Page.......................................................... 1 Table of Contents ................................................... Farm CF -1R Certificate � �f Compliance: Residential ................... Farm MF -1R Mandatary Measures c=hecklist: Residential ................ 6 Farm P -2R Points System Summary ..................................... 8 Farm WS -IR Points Thermal Mass Worksheet ............................ 9 Domestic Hct Water Worksheet ........................................ 10 HVAC Zone & Space Loads Summary ..................................... 11 C:ERTIFICATE OF COMPLIANCE: Residential (part 1 if 3) CF -1R page 3 cif 12 ----------------------------------------------------------------=--------7- Project: - Pro.ject: i_ ULLEN - RES I DENT=E ; COMPLY 24 v 2.21 Designer: Original Lincoln Logs Ltd. Building Permit No Location: Chico Exp Station Date: 9/14/1989 Checked By f Documentation: Douglas Fallon ; Date ( User # 1808 ) ---------------------------------------------------------------------=------- PROJECT ADDRESS Forest est Fanc h Butte County GENERAL INFORMATION Compliance Method: Climate -Lone: Total Conditioned Floor Building Occupancy: Front Entry Orientation: Floor Construction Type: Infiltration Control: BUILDING SHELL INSULATION Point System 11 Ar ea: 2286 sq f t Single Fam Det North/East out /West Raised Standard (circle one) Component --------- Area ---- U -Value Location/Comments G" CEDAR LOG 1620 ------•- 0.1199 ------------------------------------ 1ST FLOOR R-30 Roof/Gyp Ceiling 2399 0.0355 1ST FLOOR R-19 Raised Floor 2286 0.0381 IST FLOOR/R-G.Crawlspace THERMAL MASS Thick Mass Material --------------------- Area ---- (in) ------------ Type Location/Description -------------- W� mod, S� l id/Lags 1619 6.000 Exposed ---------------- 1ST FLOOR/Ext Mass CERTIFICATE _________________________n_______________________ OF COMPLIANCE: Residential (part 2 of 3) CF-1R page 4 of 12 _ Project: CULLEN-RESIDENCE ________-______________-_ � | COMPLY 24 v 2.21 Designer: Original Lincoln Logs Ltd. | ^ 1 Building Permit No Location: Chico Exp Station Date: 9/14/1989 | 1 Checked By Documentation: _____________-_____________________________________________________________ Douglas Fallon / / Date (User # 1808) ` SHADIN6 COEFF ' GLAZING Glass Glass Glass w/Int Orientation ----------- Area ______ Type ______ U-Val _____ Only ----- Shade ___�_ Description � _______________-_____ South 26.0 Special 0.31 0.90 0.90` HURD . 5/8 INS./NON WHITE - South 55.3 Special 0.31 0.90 0.90 HURD 5/8INS./NON WHITE ^ ' North 117.3 Special 0.31 0.90 0.90 HURD 5/8 INS./NON WHITE North 180.7 Special 0.31 0.90 0.90 HURD 5/8 INS./NON WHITE East 32.0 Special 0.31 0.90 0.90 HURD 5/8 INS./NON WHITE West 10.0 Special 0.31 0.90 0.90 HURD 5/8 INS./NON WHITE ' Skylight 13.8 Double 0.65 0.88 0.88 Double/No Int Shades ' Skylight 13.8 Double 0.65 0.88 0.88 Double/No Int Shades SHADING (for Glazing above) ' Over Orientation ----------_ Exterior Device SC hang Framing Type South ________________________ 50 % Bug Screen ____ 0.84 -___ 2.0 ----------------------- Wood - Wind w/Mullions South 50 % Bug Screen 0.84 0.0 Wood Wind w/Mullions North 50 % Bug Screen 0.84 2.0 Wood Wind w/Mullions North 50 % Bug Screen 0.84 '0.0 Wood Wind w/Mullions East 50 % Bug Screen 0.84 0.0 Wood Wind w/Mullions West 50 % Bug Screen 0.84 0.0 Wood Wind w/Mullions ` Skylight None 1.00 0.0 Metal w/o Mullions Skylight None 1.00 0.0 Metal w/o Mullions i=ERTIFICATE OF COMPLIANCE: Residential (part 3 of 3) CF -1R page 5 of 1' ----------------------------------•------------------------------------------ Project: ---- Pro ject: CULLEN . RES I DENT=E f COMPLY 24 v 2.21 Designer: Original Lincoln Legs Ltd. 1 Building Permit No Location: Chico Exp Station Date: 9/14/1989 1 Checked By Documentation: Douglas Fallon 1 Date (User # 1808 ---------------------------------------------------------------------------- HVA(= SYSTEMS Min Output Duct Duct Manufacturer/Madel No. System Type Eff (Btuh) Location RVal for approved equal) --------------- ----- ----------------------- ---- ----------------------- Heat Pump 6.400 91000 Vent. Crawl Space 4.0 CARRIER 50OD/QH0085(HP) Air Conditioner 7.500 87000 Max. Furnace Output: Cooling Exception: 1.3 x 1 34569 Btuh + (10 2286 CFM Coling (see Load Calcs) sgft)] = 74658 requires Btuh Btuh HOT WATER SYSTEMS System Type ------------------- Tank Volume ------ Manufacturer/Model No. # (or approved equal) ----------------------- ----- of Energy Sys Credits - #of Pumps Gas Fired 50.0. Std Gas 50 gal or less ------- 1 0 ----- 0 SPECIAL FEATURES/REMARKS(Add extra sheets if necessary) COMPLIANCE STATEMENT This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Chapter -53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this Certificate of Compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Original Lincoln Logs Ltd. 13650 Bowman Read Auburn, Ca.. 95604 (916) 823-5647 License No: Signed: DOCUMENTATION AUTHOR' Douglas Fallon 175 Sheilds Ave. Auburn, Ca. 95603 ( 916) 023-34 Signed. BUILDING OWNER T.G. & Jeanne Cullen c/o General Delivery Tahoe City, Ca. 95730 Signed: ENFORCEMENT Name: Agency: Telephone:_ Signed: AGENCY MANDATORY MEASURES CHECKLIST (part 1 of 2) MF -1R page 6 of 12 Project: CULLEN-RESIDENCE 1 COMPLY 24 v 2.21 | Designer: Original Lincoln Logs Ltd. | Building Permit No / Location: Chico Exp Station Date: 9/14/1989 | Checked By | Documentation: Douglas Fallon | Date (User # 1808) ___________________________________________________________________________ � NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Enforcement o Sec. 2-5352(a): Minimum ceiling insulation R-19 weighted average. * o Sec. 2-5352(b): Loose fill insulation manufacturers labeled R -Value. o Sec. 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). * o Sec. 2-5352(k): Slab edge insulaticin - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. ' o Sec. 2-5311: Insulation specified or installed meets ^ California Energy Commission (CEC) quality standards. ' Indicate type and form. ' o Sec. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. o Sec. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows'between conditioned and unconditioned ' spaces designed to limit air leakage. ' b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. o Sec. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. o Sec. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door ' b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST (part 2 of 2) MF -IR page 7 of 12' ---------------------------------------------------------------------------- Project: ----- Project: C:ULLEN• RES I DENC:E ; COMPLY 24 v 2 . 2 1 Designer: Original Lincoln Legs Ltd. 1 Building Permit NO Location: Chico Exp Station Date: 9/14/1989 1 Checked By Documentation: Douglas Fallen ' Date (User # 1808) ------------------------------------------------------------------------------ HVAC: AND PLUMBING SYSTEM MEASURES Enforcement o Sec. 2-5352(g) and -5303: Space conditioning equipment sizing: attach calculations. o Sec. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. o Sec. -5316(x): Ducts constructed, installed and :insulated per Chapter 10, 1976 UMC. # o Set. -5316(b): Exhaust systems have damper controls. Sec. 5314(c): Gas-fired space heating equipment has intermittent ignition devices. o Sec. -5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. o Sec. 2-5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet Of pipes closest to tank: insulated (R-3 or greater). o .Sec. 2-531 (E :sept ion I) : Pipe insulation on steam and steam condensate return &< recirculating piping. , Sec. -5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. . 75 percent thermal efficiency. 3. Pool cover. _ 4. Time clock. 5. Directional water inlet. LLGHTING AND APPLIANCE MEASURES 0 Sec. 2-5352(i): Lighting - 25 1 umens/wa•t i or greater for general lighting in kitchens and bathrooms. o Sec. -5314(5): Gas fired appliances equipped with intermittent ignition devices. o Sec. -5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CECT. Indicate make and model . number. .. , ' . POINTS ___________________________________________________________________________ SYSTEM SUMMARY: CLIMATE ZONE 11 P -2R page 8 of 12. Project: CULLEN-RESIDENCE | � COMPLY 24 v 2.21 � | Designer: Original LincolnLogs Ltd. | Building Permit No Location: Chico Exp Station Date: � 9/14/1989 | Checked By Documentation: ------------------------------�-------------------------------------------- Douglas Fallon� � | 1808) Date (User # BUILDING ------------- DATA ~ Conditioned Floor Area 2286 sqft Number of Stories 1 Occupancy Type Single Fam Det SCORE CARD ------------------------- Measure Points 1. Roof Insulation _______ 0.0355 (U -Value) ------ -2 2. Wall Insulation 0.1199 (U -Value) -5 ^ 3. Raised Floor Insulation 0.0381 (U -Value) -| 3a. Controlled Vent Crawlspace 0.0 (R -Value) | ' 4. Slab Edge Insulation 0.0000 (f2 factor) | � / 5. Infiltration Standard 0 G. Glass Heat Loss 0.31 19.6% 9 Sum 1-6 1 7. Shade Open Area % Glass __--- _______ SC OH Eff % a. North 298.0 13.0 ____ x 0.60 = 7.9 2 b. East 32.0 1.4 x 0.60 x 1.00 = 0.8 -1 c. South 81.3 3.6 x 0.60 x 0.97 = 2.1 1 d. West 10.0 0.4 x 0.60 x 1.00 = 0.3 -2 e. Skylight 27.6 1.2 x 0.77 = 0.9 2 8. Shadb Closed Area % Glass _____ _______ SC OH Eff % a. North 298.0 13.0 ____ x 0.60 ____ = ----- 7.9 -5 b. East 32.0 1.4 x 0.60 x 1.00 = 0.8 1 c. South 81.3 3.6 x .0.60 x 0.90 = 1.9 -2 d. West 10.0 0.4 x 0.60 x 1.00 = 0.3 2 e. Skylight 27.6 1.2 x 0.77 = 0.9 -4 9. Interior Thermal Mass 0.78 1 10. Exterior Wall Mass 0.60 8 Sum 7-10 3 11. Heating System 6.400 HSPF x 0.82 Duct Eff = 5.22 Eff HSPF 1 Zonal Control: No 12. Cooling System 7.500 SEER x 0.86 Duct Eff = 6.44 Eff SEER - -4 13. Water Heating (see DHW Worksheet) = 0' Point Total: 1 THERMAL MASS WORKSHEET ^ ' WS -1R page 9 of 12 Project: CULLBVRESIDENCE _n_____ | COMPLY 24 v 2.21 Designei: Original Lincoln Logs Ltd. | | Building Permit No Location: Chico Exp Station Date: 9/14/1989 / | Checked By ���----' Documentation: Douglas Fallon ___________________________________________________________________________ | | Date (User # 1808) INTERIOR THERMAL MASS Interior Interior Sides Wall Mass Mass Mass Mass Material Thick ---------------------- Exposed U -Value Area Factor Capacity ----- Wood, Solid/Logs 6.00 _______ 1 _______ 0.1199 ______ ________ 1619.0 x 1.1 = -------- 1780.9 TOTAL 1780.9 INTERIOR MASS FACTOR 1780.9 IMC / 2286 sqft = 0.78 * Mass listed above with a Wall U -Value denotes the Interior Mass cred-t for Exterior Mass Walls, and are repeated below for Exterior Mass credit. 0 Sides Exposed indicates mass covered with surface material >= R-2. EXTERIOR MASS WALLS Exterior Exterior Sides Wall Mass Mass Mass Mass Material Thick ______________________ _____ Exposed _______ U -Value ------- Area Factor ______ Capacity Wood, Solid/Logs 6.00 1 0.1199 -------- 1619.0 x 0.6 = -------- 971.4 Other Opaque Wall Area 0.0 x 0.0 = 0.0 TOTAL 971.4 EXTERIOR MASS FACTOR 971.4 EMC / 1620 sqft = 0.60 DHW WORKSHEET ONE: STORAGE TYPE GAS OR ELECTRIC page 10 of 12 ___________-_______________________________________________________________ Project: CULLEN-RESIDENCE | COMPLY 24 v 2.'21 Designer: Original Lincoln Logs Ltd. Location: Chico Exp Station ` Date: 9/14/1989 Documentation: Douglas Fallon ________________________________ A EQUIPMENT DATA Building Permit No Checked By | Date (User # 1808) , ___________________-_____-______________ 1 Water heater type S8 Enter SG or SE' 2 Manufacturer & 2 Water heating budget 3 Model number KBtu/yr/unit, see Table 1 Std Gas 50 gal or less 4 Ignition device 6P 6P, gas pilot or IID, int. ignition device 5 Tank volume 50.0 Total gallons, from CEC Appliance Directory 6 Recovery efficiency 76.0 Percent from CEC Appliance Directory 7 Standby loss 3.1 Percent/hour, from CEC Appliance Directory 8 Rated input 55000 Btu/hr, from CEC Appliance Directory 7 Adj Standby Losses (1 kWh = 3413 Btu) 9' Number of Heaters 1 From building plans (total) B OPERATING DATA 1 Climate Zone 11 See Appendix D 2 Water heating budget 20400 KBtu/yr/unit, see Table 1 3 Tank set temp. 140 F, fixed input 4 Water main temp. 65.0 F, see Table 1 5 Daily hot water load 50 50 or 35 gallons/unit, see Table 1 6 Ambient air temp. 62.8 F' see Table 1 7 Adj Standby Losses 0.0205 See Table 2 or Appendix B 8 No. dwelling units 1 From building plans (total) 9 Number of pumps 0 From building plans 10 Pumping energy 0.0 Watt-hr/yr per Pump, see Table 3 0 WATER HEATING ENERGY CREDITS ' . 1 7_______________________________________-_______________________-__ Credit name See Table 5 2 Annual savings 0.0 KBtu/yr/dwelling unit, see Table 5 D CALCULATE ANNUAL WATER HEATING ENERGY (KBtu/yr) ' ____________________________________________________________________________ 1 Recovery load 11292.2 {[B5 x 8.25 x(140-B4)x 365 x 0.001]-C2}x B8 2 Recovery energy 14858.1 D1 / A6 3 Standby loss energy 5531.6 124 - [(D2 x 1000)/(A8 x A9 x 365)31 x 8.25 x A5 x B7 x 365 x (140-B6) x 0.001 x A9 4 Pumping energy 0.0 B9 x B10 x 3.413 x 3 x 0.001 5 Total energy 20389.7 GAS SYSTEMS: (D2 + D3 + D4) / B8 6 Water heating budget ELECTRIC: {[(D2 + D3) x 3] + D41 / B8 comparison 10.3 KBtu/yryunit B2 - D5 HVAC ZONE HEATING & COOLING LOAD SUMMARY page 11 of 0 -_____________-__________-_________________________________________________ Project: CULLEWRESIDENCE 1 COMPLY 24 v 2.21 Designer: Original Lincoln Logs Ltd. Location: Chico Exp Station ' Date: 9/14/1989 Documentation: Douglas Fallon _______________________________________________________ � HVAC ZONE DESCRIPTION HVAC Zone Name: HVAC System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES IN THIS ZONE PEAK _______________________ ---- IST FLOOR (Jan 12am) ` TOTAL -SPACE LOAD Bypass Ventilation Air ( 0 cfm) Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Gain EFFECTIVE SPACE LOAD Ventilation ( 0 cfm) Return Air Lighting Gain Return Duct Conduction Return Duct Leakage Return Fan Heat Gain TOTAL SYSTEM LOAD SYSTEM PERFORMANCE AT DESIGN CONDITIONS Building Permit No, Checked By ' . Date (User # 1808T ___________________ ` ' ' WHOLE HOUSE ' CARRIER 50QD/QH0085(HP) 1 Residential Heating Residential Cooling . .r Residential HVAC & Fans COINCIDENT 50 % COOLING HEATING _______ PEAK ____ SENSIBLE LATENT . 34304 ------- (Aug 2pm) ________ 38358 ______ 1029 34304 ________ 38358 ------ 1029 0 ( 0 cfm) 0 -0 1715 1918 686 767 21 -3143 _______ 3143 33562 -------- 44186 ------ 1050 0 ( 0 cfm) 0 . -0 0 336 442 671 884 21 -0 _______ 0 34569 ________ 45512 1071 ` 3.8 tons 0.1 tons 61761 63070 20852 5.3 tons 1.7 tons SPACE HEATING & COOLING LOAD SUMMARY page 12 of 12 ---------------------------------------------------------------------------- Project: CULLEN.FESIDENCE ; COMPLY 24 v 2.21 Designer: Original Lincoln Legs Ltd. 1 Building Permit No Location: Chico Exp Station Date: 9/14/1989 Checked By Documentation: Douglas Fallon 1 Date ( User # 1808 ) ------------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS =------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction icon Door Conduction Roof Conduction Skylight Conduction Floor •r Conduct ion Slab Conduction Interior Conduction Infiltration Solar main Lighting Equipment Occupants SPACE LOADS HEATING Jan 12am 70 F DB 7 F DB Btu/hr 8348 5693 360 3666 771 4848 0 0 1061E 34304 Btu/hr IST FLOOR COOLING SENSIBLE LATENT Aug2pm 7B F DB 50 - RH 102 F DB 69 F WB Btu/hr Btu/hr 30'36 3638 130 3037 40'3 857 0 5925 17115 1560 1560 10'x'3 38358 Btu/hr 3.2 tans 0 10.3 'tea 1029 btu/hr 0.1 tons' SUPPLY AIR QUANTITIES --------------------- Heating: 34304 Btu/hr / El -10 * (105 F Supply - 65 F TStat)] = 780 cfm Cooling: 38358 Btu/hr / E1.08 * ( 78 F TStat - 55 F Supply)] = 1544 cfm G05 -3s -o7 CALCULA'r IONS FOF' iI Jr. 0 1:1- PF'E[:'Af-'*:'I:-_-D BY:: DOkIALD 1-H.. 1 0 U 1114 T RY L. N F SEP 15 019, 1% ..i.... .• : �.2opE2T/Es of G�w��..c/ Gobs. ._.... _ .. _ _._ ! _._ i I L ! i I Al. eeDw9ve Dlw I------------ 40z -- -- -- _i.. _.._:. -.: � /ooa oov /�oopoa /7ooa� � • I ,44 ; 2zo . , ,C'Gao/ZL�G/e- o�..._....... �� io ��, is o�� • v ..........._�. —. • ,SS ,DE�,//�I� I • i I i : e le__ 2 /7 to ,AJ t2< 61 ` s, m W,'14JAP. -Z P Com" AMEN& a ICN •/exsa Soo le-el"'"��z = S 7i°G� 77Y9� ce e4v',ec. 5 wee Y4 4- 1'4i. - -rD 57 7-0 614P. 7-Z> 74M <2.2 VF 6p. 000,9 -5 97 Y40 G "/ p ze. rar 03 J;r 4- 1'4i. - -rD 57 7-0 614P. 7-Z> 74M * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE.17300 2041 Country Lane Auburn, Ca. 95603 JOB NO. 89150 CULLEN RESIDENCE LOG HOME STRUCTURAL CALCS BEAM GEOMETRY 90 LB/FT | � 2.0FT| 90 LB/FT 6.8 FT BEAM DESCRIPTION: RAFTERS OVERALL BEAM LENGTH (FEET)...'..' 11.75 DISTANCE TO LEFT SUPPORT (FT),.'. 2 DISTANCE TO RIGHT SUPPORT (FT)... 8.75 (DISTANCE MEASURED FROM LEFT END) LOADING— j LOAD DESCRIPTION: W= 45 X 2 -= 90 PLF UNIFORM LOAD ON LEFT CANTILEVER (PLF)........ 90 UNIFORM LOAD ON CENTER SPAN (PLF)............ 90 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 90 POINT LOAD ON TIP OF LEFT CANTILEVER (LBS)... 0 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS),, 0 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = 450 POUNDS' 8-28-89 | 90 LB/FT | | 3.0 FT MAXIMUM MOMENTS AND SHEARS: DESCRIpTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 3.00 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES MOMENT('#) ' SHEAR(#) -180 -180 -180 270 -405 -337 -405 270 -226 ELASTIC MODULUS (MEGA PSI).'...'' 1'7 ALLOWABLE BENDING STRESS (PSI)..' 1450 ALLOWABLE HORIZ. SHEAR (PSI).'... 95 ALLOWABLE OVERSTRESS (%).....'... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 1667.5 MAXIMUM ALLOWABLE SHEAR (PSI).... 109.25 L/ SECTION PROPERTIES L FOR A 1.5 X 11.25 BENDING STRESS (PSI)...L.... 154 SHEAR STRESS (PSI)........ 22 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY 0f:- THE FTHE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.29 FEET. MAXIMUM DEFLECTIONS: TIP OF LEFT CANTILEVER CENTER SPAN TIP OF RIGHT CANTILEVER DEFL. (INCHES) POSIT. (FT) -0,00 0.00 0.00 5.26 0.00 11.75 x DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION=18198.79 ` * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca. 95603 JOB NO. 89150 CULLEN RESIDENCE LOG HOME STRUCTURAL CALCS BEAM GE METRY 304 LB/FT | ( 5.0FT( 304 LB/FT 21.0 FT BEAM DESCRIPTION: PURLINS OVERALL BEAM LENGTH (FEET)....... 28.5 DISTANCE TO LEFT SUPPORT (FT)'... 5 DISTANCE TO RIGHT SUPPORT (FT).'' 26 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: W=RAFTERS = 304 PLF UNIFORM LOAD ON LEFT CANTILEVER (PLF)........ 304 UNIFORM LOAD ON CENTER SPAN (PLF)............ 304 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 304 POINT LOAD ON TIP OF LEFT CANTILEVER (LBS)... 0 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 LOAD CALCULATIONS ef REACTIONS: LEFT SUPPORT = 4,848 POUNDS. 8-28-89 | 304 LB/FT | | 2.5 FT 0 MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LENT SHE OF LEFT SUPPORT RI5HT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 10.95 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES MOMENT('#) 8HEAR(#) -37800 -1,520 -3,800 3,328 -950 -3,056 -950 760 -14,413 0 ELASTIC'MODULUS (MEGA PSI)..,...' 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 SECTION PROPERTIES FOR A 5.125 X 12 BENDING STRESS (PSI)........ 1,486 SHEAR STRESS (PSI)....''.. 74 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.71 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) TIP OF LEFT CANTILEVER -0'54 CENTER SPAN 0.83 TIP OF RIGHT CANTILEVER -0.31 ' POSIT. (FT) 0.00 15.68 28.50 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 302.09 S_ m * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Co6ntry Lane Auburn, Ca. 95603 JOB NO. 89150 CULLEN RESIDENCE LOG HOME STRUCTURAL CALCS BEAM GEOMETRY N U 8-28-89 500 LB/FT | 6.0 FT BEAM DESCRIPTION: BEAM SUPPORT RAFTERS BET LR/DR OVERALL BEAM LENGTH (FEET)....... 6 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 6 (DISTANCE MEASURED FROM LEFT END) ' . LOADINGS LOAD DESCRIPTION: W= 500 UNIFORM LOAD ON CENTER SPAN (PLF)............ 500 LOAD CALCULATIONS ~/ REACTIONS: LEFT SUPPORT = 1,500 POUNDS. RIGHT SUPPORT = 1,500 POUNDS.; MAXIMUM MOMENTS -AND SHEARS: 1'-.1 i]r7 1 01 Ljr- Uf LC f' 1 0Uf I" Ur.. I LEFT SIDE OF RIGHT SUPPOR-1" RIGHT SIDE OF RIGHT SUPPORT' CENTER'SPAN AT' 3.00 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES -2, 250 ELASTIC: MODULUS ( MEGA PSI) ....... 1.7 ALLOWABLE BENDING STRESS (PSI) ... 1 250 ALLOWABLE HOF'IZ. SHEAF (PSI)..... 95 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 1437.5 MAXIMUM ALLOWABLE SHEAF: (PSI) .... 109.25 SEi=TION PROPERTIES FOR A 3.5 X 7.25 P�� BENDING STRESS (PSI)........ 881 SHEAF' STRESS (PSI)....... 71 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE PEAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS CENTER SPAN 1, out., 0 DEFL. (INCHES) POSIT. (FT? 0.08 3. 00 9 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM MUM DEFI._F_:CTIOhl= 931.23 lZ * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca. 95603 m JOB NO. 89150 CULLEN RESIDENCE LOG HOME STRUCTURAL CALCS BEAM GEOMETRY 8-28-89 | 518 LB/FT | | | | 9.0 FT | BEAM DESCRIPTION: WINDOW HDR I D.R. OVERALL BEAM LENGTH (FEET)......, 9 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 9 (DISTANCE MEASURED FROM LEFT END) LOADINGS ' LOAD DESCRIPTION: W= 518 PLF ` UNIFORM LOAD ON CENTER SPAN (PLF)....,....... 518 LOAD CALCULA ONS REACTIONS: LEFT SUPPORT = 2,331 POUNDS. RIGHT SUPPORT = 2,331 POUNDS. MAXIMUM MOMENTS AND SHEARS: /5 K 11.3 rl/ Z:) iut:. ur ��1-/ Z:)urru1,::/ LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER `SPAN AT ' ` 4.50 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES o Z, Sol 0 -2,331 0 0 -5,245 0 ELASTIC MODULUS (MEGA F`SI)'.....' 1 ALLOWABLE BENDING STRESS (PSI)..' 925 ALLOWABLE HORIZ. SHEAR (PSI).,.'. 70 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)'.. 1063.75 MAXIMUM ALLOWABLE SHEAR (PSI)..'. 80.5 SECTION PROPERTIES FOR A 5.75 X 7.75 : BENDING STRESS (PSI)...''..' 1,093 SHEAR STRESS (PSI)......'' 67 - DEFLECTIONS 0 ~ /� _ y7� BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.34 4.50 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 314.39 * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA, FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca. 95603 JOB NO. 89150 CULLEN RESIDENCE LOG HOME STRUCTURAL CALC5 BEAM GEOMETRY 8-28-89 | 518 LB/FT | � | | 6.0 FT | BEAM DESCRIPTION: WINDOW HDR MBR OVERALL BEAM LENGTH (FEET)....... 6 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 6 (DISTANCE MEASURED FROM LEFT END) LOAD I NG LOAD DESCRIPTION: W=518 PLF UNIFORM LOAD ON CENTER SPAN (PLF)............ 518 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = 1,554 POUNDS. RIGHT SUPPORT = 1,554 POUNDS' MAXIMUM MOMENTS AND SHEARS: LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER -SPAN AT ` 3.00 FEET FROM LEFT SUPPORT —2,331 MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)......' 1 ALLOWABLE BENDING STRESS (PSI)... 925 ALLOWABLE HORIZ. SHEAR (PSI)....' 70 ALLOWABLE OVERSTRESS (%)......'.. 15 MAXIMUMALLOWABLE STRESS (PSI),.' 1063~75 MAXIMUM ALLOWABLE SHEAR (PSI)'.'' 80.5 SECTION PROPERTIES FOR A 5.75 X 7'75 : BENDING STRESS (PSI)......'. 486 SHEAR.STRESS (PSI)........ 41 DEFLECTIONS ^'ww_ —1,554 0 9 /-_ z'mc� Z' *� BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.07 3.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1061.06 //, /7 * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca. 95603 JOB NO. 89150 CULLEN RESIDENCE LOG HOME STRUCTURAL CALCS BEAM GEOMETRY 8-28-89 � 731 LB/FT | | | | 8.0 FT | BEAM DESCRIPTION: GARAGE DOOR HDR OVERALL BEAM LENGTH (FEET)..''.'' 8 DISTANCE TO LEFT SUPPORT (FT)'... 0 DISTANCE TO RIGHT SUPPORT (FT)... 8 (DISTANCE MEASURED FROM LEFT END) ' LOADINGS ' LOAD DESCRIPTION: W= 731 PLF ' UNIFORM LOAD ON CENTER SPAN (PLF)........ .'... 731 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = 2,924 POUNDS. RIGHT APPORT = 2,924 POUNDS. MAXIMUM MOMENTS AND SHEARS: - - _`'..... `..... LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT i_ ENTER SPAN Al- . 4.00 FEET FROM LEFT SUPPORT I -5,848 MATERIAL PROPERTIES ELASTIC MODULUS ( MEGA PSI) ... , ... 1 ALLOWABLE BENDINim STRESS (PSI)... 925 ALLOWABLE HOR I Z . SHEAF: (PSI) ..... 7� � ALLOWABLE OVERSTRESS (%) ......... 1.5 MAXIMUM ALLOWABLE STRESS (PSI)... 1063.75 MAXIMUM ALLOWABLE SHEAR (PSI).... 80.5 SEC=TION PROPERTIES FOR A 5.75 X 7.75 BENDING STRESS (PSI)........ SHEAF: STRESS (PSI)........ -2,924. 0 x 1,210. 8? DEFLEi=TIONS BASED ON NO. OF MATRIX POINTS USED IN THE _REAL MOMENT APPROXIMATIONS, THE ACCURACY RAt :Y OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DE:FL.. (INCHES) CENTER SPAN 0.20 .: 0 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 31.7.20 * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO -TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca. 95603 JOB NO. 89150 8-28-89 ' CULLEN RESIDENCE LOG HOME STRUCTURAL CALCS ' BEAM GEOMETRY | 67 LB/FT | . | | | 12.0 FT | BEAM DESCRIPTION: FLOOR JOISTS OVERALL BEAM LENGTH (FEET)....'.. 12 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 12 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: W= 67 PLF AT 16"OC UNIFORM LOAD ON CENTER SPAN (PLF).......,.... 67 LOAD CALCULATIONS REACTIONS: ' LEFT SUPPORT = 402 POUNDS. RIGHT SUPPORT = 402 POUNDS. ^ MAXIMUM MOMENTS AND SHEARS. LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER -SPAN AT . 6.00 FEET FROM LEFT SUPPORT ° MATERIAL PROPERTIES _ 0 -402 0 0 -1,206 0 ELASTIC MODULUS (MEGA PSI).....'' 1.7 ALLOWABLE BENDING STRESS (PSI)..' 1450 ALLOWABLE HORIZ. SHEAR (PSI)..''' 95 ALLOWABLE OVERSTRESS (%)..'''..'' 0 MAXIMUM ALLOWABLE STRESS (PSI)... 1450 / MAXIMUM ALLOWABLE SHEAR (PSI).... 95 / SECTION PROPERTIES FOR A 1.5 X 7.25 : BENDING STRESS (PSI).....'.' 1,101 SHEAR STRESS (PSI)....'.'. 50 DEFLECTIONS elf BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.39 6.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 372.29 2 1d c * BEAM DESIGN AND ANALYSIS PROGRAM NO.1 * COPYRIGHT 1982 BY DISCO—TECH, SANTA ROSA, CA. FOR USE BY Donald E. Fallon RCE 17300 2041 Country Lane Auburn, Ca. 95603 JOB NO. 89150 CULLEN RESIDENCE LOG HOME STRUCTURAL CALCS BEAM GEOMETRY �ERM-0�� | 600 LB/FT | | � | 6.0 FT | BEAM DESCRIPTION: FLOOR GIRDER OVERALLBEAM LENGTH (FEET).'....' 6 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)''. 6 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: W= 600 PLF UNIFORM LOAD ON CENTER SPAN (PLF)............ 600 / LOAD CALCULATIONS � � REACTIONS: LEFT SUPPORT = 1,800 POUNDS. RIGHT SUPPORT = 1,800 POUNDS. MAXIMUM MOMENTS AND 8HEARS: � f'•.l l7n I oIur_ u F L_ i:-_ F I L7Vr ruf'. I LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT i_ ENT R'' SPAN AT .. 3.00 FEET FROM*LEFT SUPPORT I -2, 70('-') MATERIAL PROPERTIES ELASTIi_ MODULUS (MEGA PSI)....... 1.7 ALLOWABLE BENDING STRESS (PSI) ... 1450 ALLOWABLE HOFS I Z . SHEAF: (PSI) ..... 95 ALLOWABLE OVERSTRESS (%) ......... C-> MAXIMUM ALLOWABLE STRESS (PSI)... 1450 MAXIMUM ALLOWABLE SHEAF' (FSI).... 95 SECTION PROPERTIES FOR A 3.5 X 7.25 BENDING STRESS (PSI) ........ 1,057 SHEAF' STRESS (PSI) ........ A , C7w - I , so0 0 N DEFLECTIONS BASED ON NO. OF MATT'IX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLEC=TIONS: DEFL. ( INCHES) POSIT. (FT:) CENTER SPAN 0.09 3.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 776.03 2 Z' GU- 0Xf 77 44PA -,Z7.. za 6:d" e,4. es:ub LI 1 s- 7 z 401 I _ Aj�'TA. . :5*6,,jZ )OC,04 74 7'-7"V0 '1/0 74 1,Ps',r 4WO /-U/ Z - .4e-11 ro 6,rG Ao,5,r- Ci Z,,t 17,' ��-�/ o�� S� - .336c?.r�/ Z�. G 8' DST S/Df� • d<1/.�, t.�F �= �DoXB = S"�� �' = �O -'ScPx ' D� . Ai 3�-0� c LI Coe (4 Return to DPW AGRICULTIIRAL S'l'A'lEMENT OF ACKNOWL,EDGEMI3NT 8-9-38544 • FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement -)e recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this )roperty may be subject to inconveniences or discomfort arising from -lie use of agricultural chemicals, including, but not limited to herbicides;.pestici.des, znd fertilizers; and from the pursuit of agricultural operations including, -abut not limited ::o cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, ;woke, noise, and odor. Butte County has established agricultural zones which have as a :riority use for productive agricultural purposes, and residents within said zones and on djacent property should be prepared to accept such inconvenience or disconform from normal, iecessary farm operations. All that real property situate in the County of Butte, State of California, described os follows: EXHIBIT "A" ATTACHED HERETO AND MARKED SCHEDULE "C" AND MADE A PART HEREOF f ; " 89-038544 ; R e c Fee 15.00 i Total 15.00 + Recorded ; I Official Records County of Butte Candace J. Grubbs ; Recorder ; 11:58am 5 -Oct -89 ; Y BG 6 SEPTEM ER 25 1 ARA PROPERTY OWNERS: �=�,o Y 1t1 ( CeV'Q G. C (//JEANNE M. CULLEN rate of ) On this the .2 day of rbc/ 14 before :aunty of SS. me, the undersigned Notary Publ c, personally appeared ) IN WITNESS WHEREOF, I hereunto set my hand and official seal. ota y Public •:esent A.P. No. Personally known to me. Proved to me on the basis �-' ...... . Official LINDA L.MCNABB be of satisfactory evidence. to the person(s) whose names) subscribed to PlcuryPubfUCalifo TY BJ�NTACFiUZCOUMY the within instrument and acknowledged that . i�+ Commission Expires June 14.1993 executed the same for the purposes therein contain d. P P IN WITNESS WHEREOF, I hereunto set my hand and official seal. ota y Public •:esent A.P. No. r,89-38544 6:g Z 8 9.8 .3 The land referred to herein -is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: • •�01 Lot 7, as shown on that certain map entitled, "Flodin Subdivision Unit No. 1", which Map was recorded . in the Office of the Recorder of the County of Butte, State of California, on February 26, 1988, in Book 108 of Maps, at pages 76, 77, 78, 79 ard 80. RESERVING TI-iEREFRCM a 60 foot non-exclusive easement for ingress, egress and for Public Utilities, as shown on the Map referred to above. AP No. 063-350-007 PARCEL II: A 60 foot non-exclusive easement for ingress and egress and for Public utilities over Lots 8 and 9, as shown on that certain Map entitled, "Flodin Subdivision Unit No. 1", which Map was Recorded in the Office of the Recorder of the County of Butte, State of California, on February 26, 1988, in Book 108 of Maps, at pages 76, 77, 78, 79 and 80. PARCEL III: A non-exclusive easement for ingress and egress.,_ai:d Public utility purposes, as shown on that certain Parcel Map entitled, "Being a portion of the N.W. 1/4 of the S.E. 1/4 and of the. N.E. 1/4 of the S.W. 1/4 of Section 6, T.23N., ME., M.D.B. & M.", said Parcel Map was recorded in the Office of the Recorder of the County of Butte, State of California, on February 2,. 1982, in Book 87 of Maps, at page 51. (Continued) 89-38-544 :2;8..9:8::3 p. 2 EXCEPTING THEREFRCM all that portion being 30 feet in width lying Southerly of and adjacent to the following described line: COM"�CING at the Northeast corner of Parcel 2, as shown on that certain Parcel Map recorded in the Office of the Recorder of the County of Butte, State of California, on February 2, 1982, in Book 87 of Maps, at page 51, said point being the true point of beginning for the line herein described; thence North 85 Deg. 18' 27" West, 336.73 feet and the end of the herein described line. An easement for ingress and egress, more particularly described as follows: Portion of Northwest quarter of Southeast quarter of Section 6, Township 23 North, Range 3 East, M.D.B. & M., more particularly described as follows: Beginning at an iron pipe on the accepted South lime of said Northwest quarter of Southeast quarter of Section 6, from which the center of Southeast quarter bears South 85 Deg. 14' 00" East, 1132.94 feet; thence along said accepted line North 85 Dog. 14' 00" West, 353.29 feet; tierce North 8 Deg. 32' 31".East, 332.67 feet; these South 85 Deg. 16' 00" East, 33.73 feet; thence South 5 Deg. 08' 40" West, 332.01 feet to the point of beginning. An easement for ingress and egress, more particularly described as follows: Portion of Northuns quarter of Southeast: quarter of Section 6, Township 23 North, Range 3 East, M.D.B. & M., moreparticularly described as follows: OCK'0ICING at an :1xM pipe on the accepted South line of said Northwest quarter of Southeast quarter of Section 6 from which the center of Southeast quarter bears South 85 Deg. 14' 00" East, 1132.94 feet; theme North.5 Deg, 08' 40" East, 391.00 feet to 'the point obeginning; f beginn; cOntinUi North 5 Deg. 08' 40" East, 405.01 feet; thence South 85 Deg, 17' 14" East, 30.06 feet; thence South 5 Deg. 08' 40" West, 405.02.feet; thence North 85 Deg. 16' 00" West, 30.10 feet to the Point of Beginning. (Continued) p. 3 -.«M i' 89._38544 A non-exclusive easement for road and public utility purposes 30 feet in width lying Southerly of and adjacent'to the following described line: COMvIIICING at the Northeast corner of Parcel. 2, as shown on that certain .Pard Map. .entitled, "Being a portion of the N. W. 1/4 of the S.E. 1/4 and of the N.E. 1/4 of the S.W. 1/4 of Section 6, T.23N., R.3E., M.D.B. & M.", said Parcel. Map was recorded in the Office of the Recorder of the County of Butte, State of California, on February 2, 1982, in Book 87 of Maps, at page 51, said point being the true point of beginning for the line herein described; thence North 85 Deg. 18' 27" West, 29.94 feet and the end of said line. A 60 foot non-exclusive easement for ingress and egress and public utilities over A.J. Stohr road and Nopel. Avenue, as shown on that Certain Map entitled, "Flodin Subdivision Unit No. 1", which Map was Forded in the Office of the Recorder of the County of Butte, State of California, on February 26, 1988, in Book 108 of Maps, at pages 76, 77, 78,79 and 80. PARCEL VIII: A Non-exclusive easement for ingress and egress and for public utilities, as shown on that certain Parcel Map entitled, "Being a portion of the N.E. 1/4 of Section 6, T.23N., R.3E., M.D.B. & M.", said Parcel Map was recorded in the office of the recorder of the County of Butte, State of California, on October 20, 1981, in Book 86 of Maps, at pages 50 and 51. A Non-exclusive easement for ingress and egress and public utilities over Parcel 3, as shown on that certain boundary line modification by Parcel Map entitled, "Being a portion of the N.E. 1/4 of Sec.6, T.23N., ME., M.D.B. & M.", said Parcel Map was recorded in the Office of the Recorder of the County of Butte, State of California, on January 13, 1984, in Book 94 of Maps, at pages 24 and 25. (Continued) o 8 _ M -.«21 An easement for the construction and maintenance of a water lime and any and all appurtexkinces appertaining thereto over a portion of Lot 8 as shown on the Map of Flodin Subdivision Unit No. 1, which map was filed in the Office of the Recorder of. the County of Butte, State of California on February 26, 1988 in Book 108 of Maps at pages 76 through 80 and' -more particularly described as follows: A strip of land 10.00 feet in width lying, 5.00 feet on each side of the following described centerline: CCM ENCING at the Northeast corner of Lot 8, thence along the boundary Tine between Lots 7 and 8 of said Flodin Subdivision, North 860 09' 19" West, 75.74 feet to the TRUE POINT OF BEGINNING for the centerline herein described, thence frcm said True Point Of Beginning, South 110 53' 43" West, 278.17 feet, timnoe South 72° 42' 18" East, 28.51 feet to an existing water well. Said easement is for the benefit of and appurtenant to Lot 7. of said Flodin Subdivision and shall inure to the benefit of and may be used by all persons who may hereafter become the owners of. said appurtenant property. A non-exclusive easement for ingress and egress to facilitate the maintenance and/or repair of an existing water well in the Southeast portion of Lot 8 as shown on the Map of Flodin Subdivision Unit No. 1, which map was filed in the Office of the Recorder of the County of Butte, State of California on February 26, 1988 in Book 108 of Maps at pages 76 through 80 and more Particularly described as follows: A strip of land 15.00 feet in width lying 7.50 feet on each side Of the follaaing described centerline: CCMA'NCING at the Southeast corner of said Lot 8, thence along the South lire thereof North 860 09' 19" West, 47.00 feet, t-1--�ence North 11° 53' 43" East, .15.00 feet to the TRUE POINT OF BEGINNING for the centerline herein described, thence from said True Point Of Beginning North 110 53' 43" East, 295.18 feet. Said easement is for the benefit of and appurtenant to Lot 7 of (Continued) S p. 5 89-38544 said Flodin Subdivision and shall inure to the benefit of and may .-be.used by.all .persons who may hereafter become the owners of said appurtenant property. ALSO TOGETHER WITH the right to draw water from the existing well on Lot #8 of FLODIN SUBDIVISION UNIT NO. 1. The right to draw water from the well shall be voluntary and the parties agree that: A) The first user installs. the pumping and pressure system all at his own expense, B) The second user pays the first user one-half of the cost of the system. C) Each user of the system shall bear an equal share of the cost of operating and maintaining the system. ENL) OF DOCUMENT' END OF DOCUMENT zo 10 Certificate of Compliance: Residential Climate Zone 11 Project Title Building Permit 0 Project Address Checked By/ Date Documentatlon Author Telephone Fntotoernent Agency Use Only Glass Area � Glass BUILDING DATA North Conditioned Floor Area Number of Stories East Slab/Raised Floor Number of .Units South [ ] Single Family Detached (SFD) [ ] Addition -Alone West [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total BUILDING SHELL INSULATION Component Insulation Locatiinn/Commenits Type R -Value (attic, to garage, r�ical. etc.) Wall .............. Wall .............. Roof ............. Roof ............. _ Floor ............. Floor ............. _ Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single. double) (yolla blind, etas.) (shadescreen, etc.) (yeshto) (metaliwood) North ( ) North ( ) East ( ) East ( ) South South ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed tile. etc.) (SO (Inches) Location/Description (kitchen4 bath, etc.) HVAC SYSTEMS Type (furnace, air conditioner, heat vumv) Minimum Duct Efficiency Location Duct S SEERASPF) (attic. etc.) R -Value Manufacturer / Model # Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these meatus tegardlen of the compliance approach used. Items marked with an asterisk (•) may be superseded by move stringent compliance requirements listed on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the features noted shall be considered by all panics as binding minimum component performance specifications for the mandatory measures whether they arc shown eJsewhere in the documents or on this checklist only. DESCRIPTION I DESIGNER I ENFORCEMENT Building Envelope Meuures • §2-5352(a): Minimum ceiling insulation R49 weighted avenge. §2.5352(b): Loose fill insulation manufacuuer's labeled R -Value. ' §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 perm(unch. 62-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfrltration Controls a. Doors and windows between com5tipncd and unconditioned Spain designed to Emit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and secled. 12-5352(c): Special infiltration barrier installed to comply with §2.5351 meets CEC quality standards. §2.5352(4): Installation of Fireplaces 1. Masonry and factory -built fmreplaces have a. Tight fitting. closeable metal or glass door b. Outside au intake with clamper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2.5352(8) and 2-5303: Space conditioning equipment sizing: attach Calculations. 02-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed. installed and insulated per Chapta 10. 1976 UMC. §2.5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devieas. 62-5314: HVAC equipment, water heaters, showerlmeads and faucets certified by the CEC. 12-5352(1): Water healer insulation blanket (R-12 or greats) or combined interiorkuerior insulation (R-16 or greater): fust 5 feu of pipes closest to Lank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate mum & recirculating piping. §2.5318(d): Swimming Pool Heating 1. System his: a. Onloff switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2.53520): Lighting - 25 lumens/watt or greats for general fighting in kitchens and bathrooms. 12-5314(c): Gas fired appliances equipped with intermittent ignition devices. 12.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists tor. building feawres and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Cl7aWr Z Subchapter 4. Article 1 of the California Administrative code- This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to sny subsequent purdtaser of the building. Designer Building Owner Name Narne C � 4" moo' .0 �i i o_u i Tuk/Fum: _ 't 1dorum: 6/ �= I t- 10 c -{- r ct In C kt Tekpho= Telephone-: l.ic. N: (signature) (date) (signature) (date) Documentation Author Enforcement Agency None: Name: Title/Firm Agatry: Addm=: Tekowne: 1. Ceiling Insulation F2'factor 0.90 -4 Number of stories 0.80 R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 -2 R-30 -2 -1 .1 R-38 0 0 0 U -value -37 -26 -14 0.50 -176 -84 -54 0.30 -102 -49 -02 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 .1 0.02 4 2 1 0.00 11 5 3 -49 -15 -8 -1 2. Wall Insulation 25 -46 -14 Single- Single - 7 1 24 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 20 -31 -6 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11.0 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 10 14 1 Insulation In Floor -12 4 8 Number of stories 15 1 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 _ R-19 0 0 0 R-30 3 1 1 U -value 13 15 17 2 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace +15 more 0.30 2.75 Number of stories -38 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 .2 R-19 -1 -2 -2 4. Slab Edge Insulation 0.70 6.42 17 15 13 11 9 Number of Stories 0.80 7.33 R -value One Two . Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2'factor 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total A 4 -48 -69 -64 U -value Percent North East .51 to .41 to .31 to 0.3 Glass Single Double .60 .50 .40 le 50 -121 -53 -39 -24 -10 A 40 -90 -37 -26 -14 -0 1 35 -75 -29 -19 -9 1 1 30 -61 -21 -13 -4 4 1 29 -58 -20 -12 -3 5 1 28 -55 -18 -10 -2 5 1 27 -52 -17 -9 -2 6 1 26 -49 -15 -8 -1 7 1 25 -46 -14 -7 0 7 1 24 -43 -12 -5 1 8 1 23 -40 -11 -4 2 8 1 22 -37 -9 -3 3 9 1 21 -34 -7 -2 4 10 1 20 -31 -6 0 5 10 1 19 -29 -4 1 6 11 1 18 -26 -3 2 7 12 1 17 -23 -1 3 8 12 1 16 -20 0 4 - 9 13 1 15 -17 1 6 -10 14 1 14 -14 3 7 10 14 1 13 -12 4 8 11 15 1 12 -9 6 9 12 15 1 11 4 7 10 13 16 1 10 -3 9 11 14 17 1 9 -1 10 13 15 17 2 8 2 12 14 16 18 2 7. Shading (Shade Open) Effective Percent Glass (percent glass x SC) . or .s I 3 2 2 3 3 4 4 4 5 5 5 5 5 5 7 7 7 9 9 3 3 3 3 Effective A 4 -48 -69 -64 na %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed g. Shading (Shade Closed) Effective Pereatt Glass (percent glass x SC) %Glass Norlh EAU SCA West Skyfpht 18 A 4 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 40 -37 • na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21 -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 .2 -9 -11 -10 -30 4 -1 4 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not allowed 9. Interior Thermal Mass SC Eff. % Glass Interior- Slab Floor Raised Floor Mass Stories Stories f199 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 it 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Solar Exterior Single- Single - Effective-25or -24 to -141* -4 to Wall Family Family MUN less Mass Detached Attached Family 0.00 0 0 0 -25 -21 0.20 3 2 1 6.0 0.40 5 4 3 -6 0.60 8 6 4 4 -4 0.80 10 8 5 7.0 1.00 13 10 7 0 1.20 13 12 8 8 6 1.40 12 13 9 9.0 1.60 10 13 11 7 1.80 10 12 12 19 16 2.00 10 11 13 11.0 11. Heating System 23 19 15 12 SE or HSPF 12.0 30 (assumes ducts In attic) 18 14 9 Sum of 1-6 33 29 24 20 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 -45 Effective SE or HSPF -15 (SE or HSPF x duct efficiency) -9 Effective -25 or -24 to -14 lo -4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment _ 0 System Type 0 0 IE Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SC Eff. % Glass Unit Size (sQ X Water SEER f199 1200 1700 2200 2700 (assume: ducts In attic) or b to to Stm of 7-10 Type Type less 1699 -25 or -24 to -14 to -410 +6110 16 or SEER less -15 4 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 --2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -9 -7 Effective SEER IG None -5 (SEER xduct efficiency) -2 -2 -2 Sum of 7-10 Solar 7 5 Effective-25or -24 to -141* -4 to +6 lo 16 or SEER less -15 4 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 4 6.6 -5 4 -4 -3 .2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 14 Zonal Control Adjustment 5 4 3 10 8 7 6 4 3 2 No Cooling System Installed 3.2 WSB Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Interior Mass/CFA ► Ti►x I PASS SC Eff. % Glass Unit Size (sQ X Water f199 1200 1700 2200 2700 Heater Credit or b to to or Type Type less 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 - 3 3 Duct Efficiency [0.78] Effective SE or WSB 5 3 3 2 2 30% POU 8 5. 4 3 3 SE None -37 -24 -18 -15 -12 0y. Solar -1 -1 -1 0 0 1.3 HWR -18 -12 -9 -7 -6 2.7 WSB -25 -16 -12 -10 -8 4.2 POU_ -18 -12 -9 -7 -6 IG None -5 -3 -2 -2 -2 1.8 Solar 7 5 4 3 2 3.1 POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 0.6 Solar 8 5 4 3 3 2 POU' -10 -6 -5 -4 -3 3.5 Multi -Family (Individual units) 4.1 4.3 4.5 4.8 Unit Size (sQ 52 Water 56 699 700 1200 1700 2200 Heater Credd or to to to or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.2 WSB 9 4 3 2 2 4.1 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 21 Solar 2 1 1 0 0 3.6 HWR -23 -12 -8 -6 -5 5.1 WSB -25 -13 -8 -6 -5 0.9 POU _-23 -12 8 -6 -5 IG None -8 -4 -3 .2 f -2 3.0 Solar 6 3 2 1 1 5.3 POU 1. _ 0 0 0 0 IE None -00 -15 -10 -8 -6 2.7 Solar 18 9 6 4 4 4.2 POU -8 -4 -3 -2 -2 Interior Mass/CFA ► Ti►x I PASS SC Eff. % Glass X X = X = X X = TYPE 1 MASS AREA __ $ IarpeteKS..:1 Ic.ryetM .l.nl COND. FLOOR AREA TnteriorMlss/CFA I TYPE 1 MASS (UIMC a 4.2, le: exposed slab) _� ND. L OR AREA X = SE or HSPF Duct Efficiency [0.78] Effective SE or 0% 5% 10Y. 15% 20Y. 257E 30% 3S% 40% 45Y. 50% 55% 60% 64t 70% 75% 80% 85% 90% 95% 100% 105% 110y. 115% 1207 125- 0y. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 loY. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.8 1.9 21 2.3 2.S 2.7 2.9 3.1 3.3 3.S 3.7 4 4.2 4.4 4.6 4.6 5 52 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 22 24 27 29 3.1 3.3 3.5 S7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S.1 5.3 5.6 58 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.1 4.9 5.1 5.3 5.5 5.7 59 SOY. 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.6 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 62 60%1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 S.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 36 3.8 4 4.3 4.S 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 2.2 2.5 21 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 62 64 75% 1.3 US 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 807. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.1 3.0 4.1 4.3 4.5 4.7 4.0 5.1 54 56 5.8 6 62 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 56 59 6.1 63 65 67 90% 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 6.4 66 68 95Y. 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.5 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.S 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 6.6 68 7 1107. 1.9 21 2.3 2.5 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 9.S 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 50 6 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation or R -value [38] U -value [0.030] 2. Wall Insulation or R -value 111) U -value [0.098] 3. Raised Floor Insulation or R -value [ 191 U -value [0.037] 4. Slab Edge Insulation or R -value [0] F2 factor [0.77] S. Infiltration Standard 6. Glass Heat Loss •7. Shading (Shade Open) a. North b. East C. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East C. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Type [double] U -value [0.65] % Total Glass [ 16] % Glass SC Eff. % Glass X = X = X = X = X = % Glass SC Eff. % Glass X X = X = X X = TYPE 1 MASS AREA __ $ COND. FLOOR AREA TnteriorMlss/CFA TYPE 2 MASS AREA __ $ Exterior Wall Mass ND. L OR AREA X = SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] HSPF [0.5615. 151 X = SEER [9.5] Duct Efficiency [0.74] Effective SEER [7.03] Type [SG] Credit [none] Point Scores 0 Point Total. Sum 1-6 Sum 7-10 Us ED FROM COMPUTER INPLrl Wo4as Ims 601q-. 97128C DWG- PREPARI 0 -71 TIC X-LUC L -it .29 5,03 9.51 14 -OD .18-4922,97 lop CHOM Isys 'FIR -LARCH 12 SOT CHD�D 2X4 FIR -LARCH Pi WEBS 2X4 Fln-LI-74CH STANDARD SC X -Loc L -R 9.29 7.27 14.00 2D-73 27.71 CONNE-ITOR PLATES MUST E3E INSTALLED IN ACCURDIL14CE WITH SINGALE CUT WEB #-TC-- 1. 7 Fr,: A o, REQUIAEMENTS OF I - C - B - 0 - RFs-r_ARCH FEMRT *2949 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVELOAD- AILL PLATES ARE TO BE ICENTERED CN T+iF- JOINT. LEFT TO RIVIT AND 7 710P To, 139TTON, EXCEPT Wi-FEN LOCAIED BY CIRCLE OR DIMENSIDN. CMNECTcs -pz A-T� BE;j PM WS' -S V,=SJGNED�FOR GREEN TYPICAL. JOINTS-' TABLE 8_fB_ S -EE DRAWING 4130 FOR 'PLATE LOCATIONS 13ti v /2� SUjLj)lKG_Ds, SX4 3X4 2X4 12 12. _2X4 1A 4X5 4X5 3X4 5xs 3X4 Ld kA 14-0-0_ jj4-0-0- -28-ID-0 OVER 2 SUPPORTS R -1753f W -5_5V IMIS MSIGN TO E34ECTION CMTR"'TOR REV 15. 2 SCALE PLT. TY ALPINE SEGW- 6BB43 Fl"GSH A 03PY CIF F 13ESTLGH CAIT: UBC FAEF R364-57 Fgm"_'2L nci W ING,w"F.Z.."m )s*l MPORTANT*.* Pi;LxXn E M.WMM FM mT A)IN rt ZWAC-m o=rm im 1= f" MVIArm" Fpm jj�ME %-,,FmF3cKlrcms cm Jaw amAlrum s:o, eRNMG-597 'Zwr-PW, WAUMN6 X= tw-VNI-- Tf; LL 3fJ,- 0 P5F, VATE 01104190 w--4xGn olmovy 1FADam -w ounm mc -mm xx mara"my tDQf?lrzr -00 Tc DL 18.0 PSIF MRS vmmom "wo PSF PV AMC KWVACTUFfW, FIMH a& BAUM gwwam MML UMM3 "Dff 0142,15 o6momr"�*, lo"or Bc DL (u) 5.0 M -EM A. &Y 4 - MEW mp C�m SHVLL WE E= Drimau-SE mo -ft lgamc ac-u�- or =Tw *"U em,,F- ` - L %A 'r CA Pi Ar. -LI awmalm 10 SM :FAMS Al EADS == INK LMSTE AS GTT4 VMrSPL-T XMOCZ rl.;��! TDT,.LD- 53-0 PsF 111A LEN- qHrM. EPEAp.M prnmg iMEV *D*JQQ� M _E% =141ERaW alawl- fWnM VMM IAM Wall ZE Zt.,V=-Z tGC-,jQlL 1911W *NPL=AaX WMEV!YS Cr 455 We3,lEO M" D T_rT PITCH 1pzn. umn" valm FIAE lFeAlTo tux". , IF t= 1= ME3 T=l C= SPACING ZA-00 TypF ftAcc T%971nrlF- ISM - NATIMIL CEW SMM�WJM9 T -M VDW =Xl-%lJMW r A. IL CO Mt. m 6V 7- WA 7-Fq W,=Z 4 To. ,0:W 6�'- R, / A, FS T,-, - - -�FS- Al a40-4 TFR 7 NO .3d Ze 5 11 61, eA. IN imPROVEMENT&TO Be Oi ALL SITE I I IkEMENTS. W r -OP AS. P5R kE rh ASatbacko 6ft.fromt4e) bS 'KC -A9 -- property lines and a* setbfick of 50 ft. f rom the road centerline shall bo clear of structures or ecluipment except for a P -A. eave overhang r _Mf Ir ; ir 26' ,J� 40 ... . ..... TED'BY TRUSS 14rPR- 97128S THIS DWG. PPEPARED FP04 CC+PLnER INPUT (LOADS'S 19P CH9HO 2X6. F IR -LARCH 92 TC X�LDC L -n: D�29 7.33 14 .00 20L.57,27_71 ri -BOT CHDRD� 2X4 FTR-LARCH 61 >; PlIEBS PX4 F.I.R-LARCH STANDAM SC X -LOC L -R: 0.-29 7.33 14.00 20-67,27-71 C014NECTOR PLATES KJST BE INSTALLED IN ACCOMAW-F WITH SINGLE CUT W�Ea #-.BC:'3 �: 2 EUM L 5 M kLl 1;�- I.C.S40. RESEARCH M -'OM #2949. w REQUIREMENTS PROVIDE FOR HORIZbWAL M AT 04E ALL PLATES APF- TO BE CENTEPED ON THE JOINT. LEFT TO BIGHT AND TOP -10 BOTTOK EXCEr3T WHEN !-DCATIED BY CIRCLE OR 13IMENSILW.. M earTox CHORD CHECKED FM 13 PSF LIVE LDAD. SEE DRAWING 1�30 FOR 'PLATE LDCATIONS ON TYPICAl- JOINTS-" M144EC71OR PLATES DESM-F-U FOR GREEN LUMBER PER -NDS TAER-E B.IB- 7X-3 .Bum COUNTY SUILDINGDSPAMMEN1 lz�-FQ-s 00 3X4 3' 4 7X 5-0 13-00 3-0 4X7 12 AX 7 2X4 Px 4 ti 14—D-0 -0-0 14-0-0-1-14-0-0 -3-0-0 OVER 2 SUPPIORTS R --1453f W- 5.50" F1 -175-11 w- 5.53' PUT- -1'lP`--ALPlf,= SEGN-- 58531 FIFRC�� A COPY a: -rMjS DESIGN TQ EfrL-V�[JCM r-%n_qACTQj DESIGN CRIT: UBC AEF R364 -570i' cn C= am CM C= )E-XjW0RTAHT**3'pjCt PC' ')Wp X-fiRNING 3M 100-M DECUM _AMD TC LL- 30.V PsF MFE .011-04/90 ,SfZWWAt' VM 02 aKT Wnf.T=n MM WMW-M "r -WF C= -%era M�e _p i8A PSF urmG r4us;m VD004", C= C= NET#; 'M -MI&ITT SLM*C;; eb. "or WIL . J"De Co@6C-,V- JCS V_,U= FM AMMTW& We:= mw ITC UL fATEP V �psnr AXE *AMjrA--T%MV -M" aO f;&&%M0mn umxL imoz= w9ff owczw: vaamseff-z- Lvcmw arrowma -0 EHKU .4% 5. vmcw� N=u& Wvuv:*.�m w- sew &&W com A- Sn" Up Ime, sc _IT So*= (U) f MXT _M "rE.La WT.M rjMKa­1f E;ANLYP 14 AjTAMW mvwow CM= APC!k-V VDPOMt(M IV 8=14 WAZEt LT EAM PEW DZA LE14 -0 TOT -LO., 53.0 �-�WrXn W11W &VMIrAMT PAM=M'5 tr '$rnnD OR :�F�- to My tm slits BUR.r-Ac- 1-15 PITCH S-Dll r= 1=. 9= 1--3 C= �.m -TRUSS PLA -F 24envu-r- *M - 30ATWAK- VES -'W TlrATMI FM WaM C0104-FACM0 SPACING -24-00 TYPE �CDMN -7— SENT BY4LINCOLN LOO/AUBURN CN ;11- 3-89 li:22PM 916885BOSS4 N_ Pri ar Project 6.26 Truss, I L*) I 2e -cam ramily 0 166 Spakn 28-0 QkAamtity 1 6 Top Pitch 1 4,/12, Top * I'M OTTON CHORD VE13 7-8c 2255 1982 3-1fix 445 -1655 082 3-9U4 1 7--1524 4-5m-1655 2255 4 11 5-4xnZ334 5-9%-624 6-7=-2565 5-1?m 445 PLATE OFFSETS (X*L.EFT$Y=TQP)-- :3--rwa I I J —=&a $Ei9,44023p U 22 144 zq vv o U TT E Q (3 s L J"N I DF-PARIME A p p'Rov MA vVA 90A lo man ""m ? 7-3-4 1-3-4 flu LU LA no a MW AIIIA 789247 U U 0 A" tA IJ %plk PVT LOADINS. (PSF), MAX STRESSES �INIMW . M GRAD6 'OF LUN L D No DER T OP. 3 0 10 TOP CHOROt2*6 i 2 DF -L too 2 0-.31967 pa'r CHORr) 12*4 No:. 1 I)F-' L. BOTT 7-a=0.652 WEDS 4 4(a .2*r4 STANDARa OF -L v6 Mt - i 1 5 -------- W ii*tz* R&9TITNE AT FJA(36P(3M-E�M� 24-.o, inli bi a. REBSIM USED moo OFM ;HIM i tKO WIDtHs (B'JNT., i L it;60' ASTI A44 GO A's4QyAWI1FD,GW-LJE1CFPT Al"NONO'. AIL�LATE HUSY SE,MSTALLED GRATH FACES OF I M R LULY. El T 8 SHOONIOtSIGH CoWFQ�HSJITH NQ$- 0 Sla HIS DESIGN 13 FOR TRUE$ FABRicplaN ONLy N SPEC9 PAD UBC Moot V CING(URICH 19 ALVA 6 ERO)CUMT LOG ARWIE I WERIKER'i 1,14 M& as 4 971 186s THIS 014G. PREPARED FRM Ca4R.ITER- INPUT LLOADS 9 DIMENSIONS) �SUSHITTED:BY TPt-SS RFR.-. CHORD 2X6 - FIR -LARCH f2 TC X -Lir. L7 -R: 0-29 -4-!96 9-25 13-54 J8.21 60T CHORD 2X4 FIR --,-ARCH 51 WEBS 2X4 FIq-LARCH STANUARD 9C X -LOC L -R: 0-29 A-96 9.25 t3.54 19.�21 CQNN=CT0R PLATES MUST BE INSTALLE0 IN ACCORDAINCE WITH SINGLE CUT 'WEB A -BC: 3 - 2 EbMi. E fliEDUIREMENTS DF RESEARCH REPORT f2949. CONNcCTM PLATES I]ESIGNED FOR GREEN LLMER PEA -140S Au- PLATES ARE TO BE: CENTERED OV THE JOINT. LEFT TO RTGHT AND TABLE 8 -IB - TOP TO BOTTOM EXCEPT WHEN LOCATED BY CIRCLE OR DIFO�GIEN- SEE DRAWIM lk FOR "PLATE LUCATIEVS DN TYPICAL JOINTS.- -18 -6 -0 -OVER 2 SUPPORTS 0- PLT. TYP.-ALPINE SEGU-- 68536- FURNISH A CGFr U7 TIUS VESIGR TO ERECTION CUNTR&MaR REV 15-2-5 W-ALE,�-- D..3750 c� C= C= =2. Tw **IMPORTANT-x*3Arm-ir&LALEwtnl--mw-r�ESPOMPS"MK=EFM maKARNIK'GJK 'MCINES 58MAMAXIMW CLK mv-pa. smim Am DESIGN CRIT -4 UkJU PEF H�$b4--tVUlti TC LL PSF DAIE I 6= Spav=xir- MVWZM TOM mm=mm Fnv aw=w mF- lvkT-7v. opsc= P= Twamm - 1-3 7WN MM" CA MUFAZLOW TO BMW T14C Uni� tV =VVVWAM CM06MANt AM VK=NW�C�W* lar —I --- T i3� c IT �Lpl JOE "nrAcTmeo Tax 21.3 SUM "YANMEV simuc-cm w-crim Ws=� tw Amx "-a 'M NEW imoc3w. fcmrmR9clm. ULM- wx%wlAw wp opm "Ry.0- HE 1ATujt.Lr 906cm =mmns-v- m m-5-0 o/A:Lj-:R. .18-6-0 APAX =UOMM-n EJ79 Fk-- OF" XMl &ND LWAX j6mom ft-7"wo WcawXEL TOT -LID- 53.D PS -TF "SPAUINS TRUSS C= ,q w -w" boam waj�s V*E;wlm otw. ._ mr AS 3PEtMM tM MRnK. :Z 1-15 PITCH t= C=3 c= C= 4"= am?" K,*i fm selAmula VaTm Umou. VUR.FAJ7, .24.0 -'0/12 IlYPE COMNF— —'roll - -mr.2 FILAM umllanF- rM - rMK4- IF--UIW %=EKVr=&TlfA SM wrm C04MAXTIM c� SENT BYLIMCOLN Loa/AUBIJRN CN ;li- 3-89 li:21RM 91688580554 9165362140;4 2 TUG Amg QCt 41 L7?W Trulso in is-scls J2 28-0 '-Ytc*h 'I I quantity To P 3MAt cut 1 0-3-8 Bo? pitch a :/1 TM Cmw Momw M: m Wns RK=Cw - SM 1-2"-6#2A 7 -fou A94% 1-1749 ).Am 2 440 7-1744 '42" 4-", an$ a-&- M MTE OPPSETS (XM9LEFTfY-T0P)z[ 14-4 123-4 1- s"L___j r _'447 +4 BUTM Ow"I v BUILDINO b'&AfMqw R 40 6 3M 3�13 LVT NKIM:S+i spm:2m! VIR-t76" Ilaff AUGHT445-" -- - - - - -_ ---- N5 (Psr 1= STRItIsIs LN ZXM n W. IS or p q N T"'ar MP, CHOA8w 0 TOP, 24 1*'& S r)P-L -K s2*4 TANDARD DP -L DR 141111L 3' 'STR4 C 15 PWIM 1,15 SP,%CING, i, '42 C in 0 a REMIT'. M*9MTRZ;sRlS 'USED. NO� VMMR I NO" I** PROVID4 'FOR, HORIZPWM bTSPLhCbMXT AT M bzMNG 110 1031 4-9 To 132 2*4 No. -2 Dr -z VXA= ww *X. uwauatv CH %Q=k hw= te t*m;&T fmk*$ww%0X M� V= Nit muck b1ce wo VY40TK45 =X ft== To 00,mm *m==CX MY." %Vvtmw =AC=d(Wl4 M MAM rawidwo= Mba Au=n= im M=M* 414 o4 FUftA ft 10-0 �fm� 0 -1 JOHN CIA 0 VATEO NIP ........ ... SENT BY:LINCOLN L.06/AUBURN CN ;11- 3-69 ii:229M �gi6538214004# 4 1 Wzt== I rLoject #1 Truss ID I IT -da Aug 22 1 ? i ly # �am TR 171115412u J.Vld� 0 17 I S� an Quantity I 1 Fitc1% 0 s at cut 1 0 3-8 B Pitch newt; 1-2-2938 5-410 2440 2-#W Lu 3." 2-30-22" 2144 2004" 3-ii"140" 29A4 3-70 1"o 4-s—mo A -L- 2040 4-7-7" 4-4- %U PLATE OMETS (X=LE?TsYmT0P)s[J7-4j2 44 14-3 4 I I" MOMIN9=3 � Y, a] ED L -37 . M-12%oll+7 \ lay Hilmilk-&-" XAX STM Im t3u-fTe BUILDING' Okla- ommot. W"m 44R TOP CHORD 12 NO, IN I 4"W" munnn * m 1 rip. Jkliu Ito J. .4 Mgi It - I I — B VT 5 BEFL. L I I � I s 11 1 -L 01 -11 fm i STAMM DP STR.lNct-uMMlml1&15� PLATE 1*18 SPAC, mg cal Iii. 0. 0.c ETITIVE 81MESSES USED I -X0. %ld R = 1 NOTE 11, PROV7 Z FOR 110F.1 Z ONTAL DISIPLACEMM, 0 Wo �t IS G 13 "JVW Ift =%-211 *=M-240 ftlZ=0-339 MMI -2,12 XMM=VW M'*;'Am A 441 m x mvikir-M ff=zs4(kk= m 's; 0), mm oyr u us== cx x= nau cr ==s, sm=cx=(==ft, M, AkaA)bll(&= amal** w= $" === um Aw 1.4c.#ozoss IZU Ml= %I Kft TWV* rA=C=C* MY.= YX*W= ANO MW=v �nkcv1swo is Auaxa mp)=a= =a &=I:d= OR, 04�mm 1 4 RAIM V t 44 It'll "MOM 6"dft_n_;,p CHORD��2XG, FIR -LARCH #2 Tc X -LOC L -R: 0--29 .4.27 8,001-1-73.15-71 BOT CHORD 2X4 FIR -LARCH Ai WEBS PX4 FIR--t-AACH STANDARD GC X---Lt)C L -R: D.2!9 8.00 15.71 'c: COMECTM PLATES M_rST BE iNsTALLED lN ACCORDANCE WITH SINGLE CUT WEB I -TC: 1. 3 BC: 2 M_ REGUIREHENTS OF 11-C.B.D. RESEARCH REPORTP2949. (U) BOTTOM CHORD CHECKED FOR "1 0 FSF LIVE. LOAD. �jt ALL PLAIES -ARJE TO BE CENTERED ON TWE JOINT. LEFT TO RISHTAND TOP TO WTT&,4. EXCEPT MEN LEr-AIEO BY CIRCLE OR DIMENSION- CONNECTOn PLATES DESIG,�ED FOR. GFEFEN i_UM3-_R PER WS SEE DRAW114G 130 FOR 'PLATE LDCATIONS ON TYPICAL JOINTS." TABLE B-iB- -left TV N BULDING DERVA MISM 5X4 2X4 2X4 Ap R 12 6. 3X4- 12 3X4 X v Trt -115-0-0 OVER 2 SUPPORTS 50 R-11170 V- 5-r- R_ilt7#:W- 5-50' C.''pur. -ryp.-ALPlWI= -SEGN--, BB534- FUANIS" A COPY OR THIS 'VESIGH TO EAMION CE*M,4.WToR REV 15.2.5 'SCALE - 0-3750 ---570144 DESIGN CAM, UBC FEF R354 -RIMPbqTA14T*ns-.,iUTME'PCErCRUMMEr-M AWMARNINSMI "AMM111M EFICTMA &M GO PW DATE, - TC LL 30.0 01104/90 c= 7urs wmsm am aw VAX,;;;Zim MaLD TAG tn= w Voliovwmm cowmAmvr Pm MF 1=3� Xr.+? THE M In. M"4E =FbMCMn3 THn FM J=n=K4� Fank- TC V_ ps�p npjs cM*R3w,qm4m 1�= r= &me AAWIFarnmm FRM Z* VMW NZ-V2912M SIM- ULM ON& MMhCM MWOM110M. ULM VDAMMaSE anomm sh-MiL Va7va R--Nwvjmm w me Auw M� A- scm - -1 1 F�C UL A '05F CA -M tfaz Pi M-tv 'CA Aw" commmn = sma jwn ai v= jaw ow umie ts wzm vrm7LY Arrstsim -mveam SwAlanscL TJDT.Lo- 53-0 PSF GIA IM XtM .W WTM *am w7m fasm MZLM at wpowc 9=0 !nM_r-MJM EW" AM AR30t*LIE VS tY #3 MMMV2M M 10MR. -M MT 126C uts UUR.FAC. JA5 PITCH 15 -Of 12 rum Apo <m oco- tEsm ME w-ummiff ;;T"-Tm usm. V'—Tpl T=M PLAIX 3NST:TUW- SPAC-j.Vx' 24 _-Q� 1,v%i-lE- '(;()M ZZ �ENT BY:LINCOLtq Loa,/AUBURN CN ;11- 3-89 ii:23AM V 9168658055-) 9165382140;# 5 Verlion 2.2> > > < <<AUBURN -TRUSS> > > >;a ' 09"08 1988 Customer .- -11, ' . Project 490 .,, Tr"ss %D i17 -COM Dcite 1 Famil 4 L04 12' Span 17-0 QUANTITY Top PTtch 6 REACTIONS JOP CHORD 21N -L245 BOTTOM CHORD WEBS 5-6= 1087 z-7)--277 I = 827 2-3=-1065 6 7-m 773 3:7= Z47 5 w -e27 3-4=-lZ65 4-5=-12,45 7-1= i0e7 3 6- 347 44=- PI.ATE OFFSETS (XwLEFT,Y=TUF);.[J7- 2 3p p* f"184-10 UT w w walsbo"Al w a$ aw" A P w -- ------- MINIMUM GRADE OF LUMBtk MAN STRESSES UP CHORI)i2*6 Na.2 DF -L 70P 3 .5 10 TOP 4 -,S;m 0. 2- 6,:5 LOT CHORI)t2*4 No.i DF -L BOTT 0 5 BOTT 7 -L= 0.2::S:3 WEBS t2*4 STANDARD DF-i- 8TR,lNC.! 1.15 SPACING 24 In. REPETITIVE STRESSES USED NO* OF.MEMBERS= i tlIN. SRG WIDTHS a JNT. Im 5,5 Osm 3 .5 'DEF�L. 4.', L/S60 d.-VNUFACTURID, FRON ASTX A 446 ORD A SALVAXIlED'A'TM(ElCprPT At NOUN) PLA7E9 ARE DUAI-25 HOLDING- 241 IdAk NDS DESIGH SPECS AND UBC TPI -83 PLATES MUST BE INSTALLED ON BOTH FACES OF101IT34SYME NALLY EICEPT As SHOWNJOESIEN CONFORKS 41TH LDG ARCHITECY OR EASINEER', THIS DSGN is FOR TRUSS FAERICATION WINT,,AN� T ARY tRAC1116(0 CH 15 ALWAYS KIOD)04ULT 11 JOHN ll.T k �4 4 MG. 9N(L STATK OF WIWI DONALD E. FALLONy RCE 17300 2041 COUNTRYLANE AUBURNy CA 95603 COUNTY OF BUTTE BU,ILDING DIVISION RE: 'CULLEN RESIDENCE PErMIT NO. 3461-89 CORRECT,IoN NOTICE 3-15-90 GENTLEMEN: ITEM 2 OF THE REFERRED CORRECTION NOTICE. THE UBCALLOWS MORE LOADUN SHEAR PANELS WITH 7/16" WAFER BOARD THAN 3/8" CDX PLYWOOD. THE'CONT'RACTOR HASMY'APPROVAL TO USE THE WAFER BOARD IN LIEU OF CDX. 'ITEM 7 OF THF,- REFERRED,,CORRECTION NOTICE. A DETAIL PROVIDED SHOWS THE CORRECTION 0 F THIS CONDITION BY CONNECTING THE, PLYWOODbR OSB ROOF SHEATHING TO THE FRIE2t 13LOCK ),WITH FRAMING ANCHORS AND SCREWS. THE ANCHOR ON THE TOP OF THE INSIDE OR BLOCK MAY BE INSTALLED ON EITHER SIDE'OF THE BLb,ci<,,, OUTSIDE. 49 lk Em QAT WWMDOAM" A P, P 0 v 7 ows w NO' 00 OR$' VAN. oum oOOR 4 2-0-68 ��a 'PANIEL, it) O.H. (A 4 Gii �N a'068. 8 PANFEL QOQR W S L ell 4 L us D.,H. 2-3224 -3,0641, 1$ PANEL DOOR W/100L. Slpl� LT. N'e L IN,FORMATI'O LAN, E� G, WA Y$'Tl��,M $005 FRENCH DOOR W/GA14LS 1, 4w A !PONFORM TO '04E or THP, LATEST IEP.ITION 1. A�LL WORK SHA44 P lac (F) O.H. 'LS QU'T 5 FReNCH.'PQOR 'W/ORIL OF' T CODE ANO/QR, L.QCAL, QkbfNANC OCTAOON 181 (H) A"ING 2719-11 a, CROSSSV9;;K W/$IOE 'LT. VEIR A Wl� DIMENSION$ TAKE, PR6= �Cft 0 S 40INTS, -AND AR1EA$ Pp,' E, (0) M) oeia CIitosssucf< A rrO 0AVI1,KIlrp 'AT "ALL 0' ANE: VATH' U QA 'NO, I i 11 �, � I'- . 6 3.. CONTRAOTO.P."'SkAt.L VKRIFY ALL, eVS117IN OM�,'A (N) CONOITI 7 -1, mILINO $14 v IT$ D JOB SITE! A E�LA$104 T yp- 4, A WD bib 'u, 1� THIC*N,csse;�, 4 i4 I. WAt 4 T 0 AND OR "-HATC;H8,4p�' APPi L00 Vt4jLS,' ;(J)'. AWNINO V1,0-22 :�068 OSSO CK W/ODL, LT. "WIND "AND i%,e IRED 4 .1,,' ARF_ 007H- SHAOI�� I $Nil OVjoep WAI WC,�oSgo r , R, SPAQE�S (K) ICTURE 10-48 (P) 00,68 A110 DOOR (SLIDf�R) `/SCREE:N R055 -HATCHED. ARE 4.- 1 ON AT. �IRAIM _LS T14AT ARi� BOTH SHAkOED AND 0OUi3LE,',C OnLom L �i. Atrt tox, ORA'FbNO WAL,�$. A, ve S y R'O)A -40-20 50 '2668 -WING' PAIO DOOR 'W. TA SAY (45) 20 p QOMPLETFL' ROOF SYST -N-OL-A A�,W) CASEMENT 1531, -2 3,006 W�Nd PATIO DOOR W/GRILL$ FRAMNG:MEMPERS. AND, EOUNDA71ON'. -tLO INO. AND/OR RIAMVR�;. '13 $IGN) AN 1!8" A8OVt A0J AW 'E� A (AS REQUIRED � Y PEN W 6008l SVANG PA 0 DOOR W/GRILLS PAO R0 VoRl $1 r-LASHIN, AS RFOUIRV), 0Y '0C$10N) liAM1W, ANCHORED ALUMINUM Vo�tLEY ANC TR OWL, 1- ALL MCMW�RSI t�HA"V, 8F im ANo us$ Ro UIREmc 'Y , W f4l DEVELOP' THE 11STRE NOTH. �ND RIGIDITY NE`014,!�SARYFOR THF_ PURPOSE$ FOR 5 S*# COX PL 0, D R 00 F. AT N (Z) GARO�N (S) 5008 SW`INa PAnoDOOR W/GRILLS I. QS'R- �HAN 21* ,,rQ 000ms .Tr;z_mpLr 0 '01HIQH THE�Y ARE IN '7668 SWING PATIO DOOR W/CRILS OTHER (T) TY WALL -$HiNOt,,E,!§ PRON4014 E' `Xg 03 Y -P. 3OAfkt� ON, LAS$ A 2, ALL IN CONTACT VATH CONCRETI�� $14ALL Oft PRES'SU F i� ATE�0. COMMON'10 T, :r uN A (U) 2S68 CROSSElUo''K A -Lt. HORI=N.TAL �ANO VERTICAL LU -0 1 OF ROOF SHCA, m8m TO a c OOUGLAS�FI�#21 m VENT (80OWN WTH CONNECTORS AND ND CAPS FINtSI-ItO GAI+V, MCITAL DRIP :EDGEFQR ROOF PCRIMETER 013t,._ 2868, CROSSBUCK 4. USE STUD, GRADE� STVD�' iPATE SOCK-ST0. ANO SF,.TTER-'� SL.OPKING Be TC DOOR FROM' aARAG8, TO R-E�SID N �O SKYLIGHTS (9) 5068 PATIO DOOR (SLIDER) W/SCRI�EN 5 -K $OLIO CORE�'WITH BACKING, E 00, OETTEP. Sc_ -CLOSIN M I- C H ANI!�M C. CUSTOM DOORS AND, WINDOWS S. A�i:L -OLld-LAMINATED SEAMS NOT'r- 0 ON PLA I I � NhS4)4. SKYLIGHT WALL$ OTHER S. DESIGN SOIL 13CAR(NO PREt%)RE FOR 1000 SI ULP_S$ NOTED. 9. PROIDE ONE HOOR INALLS AND %:N�:AYH MA:DE FOR, L�.OG E:, A GOL 6 SKYLIGHT 7- NTERIOR WAI-4$ ARZ TO SP_ FRAmko wtH s*ruos A T. vw, o 10. PROVJDI�_24". MiNIMUM CLE:AR C,)ISTANot� It4" "ONT 'OF 1_1 T N 50 b0iseLe-GLAii`,0 `W�NDOW$ %4TH EXT"ENOED JAMBS AND 15/4" x 4" �6" 0TUOS AT 16" AT PLUMBING WALLS) EXCCPT As, 'NOTED. CEi�ASINOS GG4 9 SKYUGHT 11400W S'dMeENS AND OkILLS WALLS:.,PETWEF,. 'GARAGE: TO BE Vu S, 11. SLOPtF� PIN(K GRADE AWAY FROM N HOUSE AND, TIJOS AT It" 04% AY_214, M�NJMIQM FOR' A 'H OITI Z, �X' 6/8 NSQL�A'MO STEEL 9 -LITE ENTRY DOOR�; WITH DISTANCE, Or 4511, JAMOS AND 5/4�* x 4-' EXTERIOR -TRIM 9. OUNDATION CkIPPLE STIJDS SHALL BE 1"x 6** AT I OS,, W TH MINIMUM Lockst;TS FOR 12. IF H Nd IOR TO BE -30-�t .36- �MTH 0000 AND NININ 'LENGTH, OF 14". EOUIPMeNT IS IN ATTIC. Al dkC,;iMS DOW M7EA0 30" CL`CAR,,AE),OVE OPE�NJNO. DOOR AND WINOOW'SUCK PI9tRGLA$S S�:ALER -SE:ARING W A L LS, SHALL NOT CX- to * -AND "NDOW SUCKS 10. NOTCHING OF EXT.'RIOR EAING AND NON 2 DOOR EED AND 40% �RESPEOTLYCLY; BORED 4HOLES. TO BE NQ;,MORe THAN 13. 'EXTERIOR S101NO SHALL 'HXVC A MINIMUM OF �Z/O 'IN WAt-LS, 607w 111*4 NON-BCARINP WALI'S OR 40% OF STUD WIDTH lIN BEA�R DOOR AlNaD 1,LS WHFkE EAOR BOF-Ztt>� STUD IS, DOUBLE. IN ANY SASIC PACKAGE MATERIALS D, OTHER ULDING fVRRef) SPAC N 11. rjRP_ BLOCK STUD WALLS AND PARTITIONS .(INCL ES) AT FLOOR, CEILING, SoFFrr AND, ATMIDr-HEIGHT f"' WALLS OVEIR, 10' IN NAIL$ TO ASEMOLE C DE�SIGN) RB S. GASLZ F_ND PLYWOOD SIDING' 2 6" GABLE SUDS. (OR V THE GROUND '515ISMIC HOLD DOWNS IN LOG WALLlS 12. MINIMUM: CLEARANCE BETWEEN 80TTOM OF FLOOR JOISTS N L: ALL NEMSSARY WIND AND FIXED BENEATH SHA4L Br_z 18". MINIMUM CLEARANCE BELOW GIRDERS SHALL 135 E. OTHR MATERIALS INCLUDED IF THE 0 13. ALL WOOD USE!D IN CONSTRUCTION LOCATED CLOSER THAN: S" TO EART H BASIC PACKAGE HAS A PORCH S R & S R & S R `E E TREATED. STATEMENT OF DESIGN W FIXED 4c 14. i$EARINO AND 'EXTERIOR WALL STUDS TO BE CAPPD WITH DOUSLE, TOP 1 0, ERTIFY THAT THE$E PLANS ME�Cr THE RCOVIREMNTS OF CALIPORNIA ill 1 1. 12 31 11 0 PLATE INSTALLED TO PRQVIOE OVERLAPPING AT CORt-4`r_'RS AND, AT IN'rl�R- -63 (WHEN SIONSO RAPTE�RS AND �QEILING JOISTS (IF -14EOVIREO BY DeSION) -14= TITLE 24. PAR 2. CHAPTERS 2 SECTIONS WITH OTHER PARTITIONS. tNt) JOINTS IN OOU$L� TOP 'PLATCS 00, 15 LB. FELT AND SHINCLES ROOF CDX PLYWO SHALL, BE OFFSET AT LEAST 48**. 2" �< 4"' NAILER$ FOR PORCH Ot:lLtNO PE�RIMM-R T T T T T T T I" X 8" V -RUSTIC CEDAR FOR PORCH C111UNO FIXED 15, EXTERIOR STUD WALLS AND MAIN, CRO'.':�;S VTVD PARTITIONS OF ONI:- STORY DATE 3/4" COVE STRIP FOR PORCH, CEILING PERIMETER 6UI401NGS SHALL 'BE BRACED AT EACH END AND EACH :25' OF LENGTH ITH u: MANDATORY FEATURES AND DEVI'CE,13: A a c G H- J tx j 1"x 4," LET -IN BRACES EXTE�NDING FROM SOTTOM PLATE TO TOP PLATI�. 7, < _T. 00 16. FIRE BLOCK WALLS AT SAIRS IN: ONE WTH STRINGERS. 1. SEE, TITLC 241 ENERGY FORMS ATTACHE F. LOG GAE3L5_ SIDING PACKAGE L N TE5-, DETA ENERG,Y RE, GU., AT N 17. STAIR REQUIREMIE -+ITS. SIE)ING' w P. ALL HEATINQo COOQNG AND VE�NTILATION DUOTS SHALL OF. CONSTRUCTED, SHEATHING A. 8** MAX. RISE, 9"MIN. TREAD, MIN* HEADROOM. 316- MIN. 'WIDTH, INSTAL4ED AND 41SISQLATED P5R 0-HAPTCR,10 Ofv THE igeteV.-M.C, > 15 LS� UNOERIAYMCNT (MIN.) 34- �MAX�' ABOVE �,40 Z FLASHING S. HANDRAIL7 TO eE 30 D tj( 4AW] 6r1r--�j-QINEj C C 4 11 34. LL OOQRS AND SHALL BC WtATHtRSTRIPPEDI, CIERTIFIED AND srA194ef4V 90PI 4 A I, NAfLS m: _tPAW ell 4tt) i4AVVA, u UIREO AT ALL WINDOWS. i�ov- 04. ALL JOINTS AND P�NCTRATIONS IN PLO OR c� 0 CEILINO§ AN G. LOG SKIRT PXCKAGE 10r;ll INSTALL VCNTS IN 4"x RIM jOiST OR PONY WALL AS'PER SUltDING cODE, SHALL 'BE CAULKED AND SEtALED. NOT LESS THAN I S.F. FOR EA01-1 150 S.F. OF,UNOERPLOOR ARI�A. 5. EXHAUItvT FANS AND FAN SYSMMS TO HAVE DAMPek CONTROL,_ SJOING TO OOVER ONE COURSE AROUND PF-RIMFMR OF BUILDING 210,, PROVIDE 18"x 24" CRAWL SPACE'ACCESS "THIN 20' OF ANY PLUMeINQ NAILS AS REQUIRED CLIEANOUTS, 6. MA80NWy ANO 'FACTORY BUILT FIREKA-CES SHALL -HAVE - L LASSO21. PROVIDE BLOCKING eETWIEEN ALL FLOOR OISTS, TRUSS'ES' AND RArTERS INTAKE W11H DAMPER, H. 0VERHANQS/EAVES/FASCIAS AT ALL OEARINc WALLS, GIRDERS, AND eEAMS. C* rLUe,, DAMP�;A, w AND BAROE RAFTERS 22., SEE OVrAIL SHEIET AL FOR STUD WALL/L00 WALL CONN�CTION. 1. CONTINUOUIS 6URNING GAS PILOT L'�fqLTS- -AkP. PROHIEHTE011. YOU� MLL RECEIVE ALL THE 1" x 8" Rusno CEDAR NECESSARY SHEET _jG, � OR LOG WALL DOOR AND WINDOW FRAMING. S. VAPOR' BARRIERS ARE REOUJRFr� 23. SEE DETAIL F TO ETEND AROUND THE: R E F YOVR HOME 4 AND IS. r- ZQNtl, 14 1' 4�j T 2% ALSO. ENOV0H 0' CEDAR TO BE USED AS FASCIA AND 24. SEC SHEAR WALL TABLE ON SH�ET'2_ FOR HOLD DOWN z YPE AND' LOCATION. 9. SPCe CONOITIONINO CQUIPMENT SHALL HAVE,4k 'SFVt9ACK THtERMOSTAt F VNO THE ENTIRE ROOF..THE COST IS $3�26 �cp 0 (8LEOTRIC HE�AT,PUMPS `eXEMPT). .EXC�EPT 1�,-ZoNf:S ANO,� 10. PER INEAR FOOT OF ROOF OVERHANG. TO FIGURE PRICE, MULIPLY 25, SEE 131�:TAIL SHEE:T _�O_ FOR WALL THRU-SOLTS, AR FV�T OF OVF -AVE THEt INE _RHANG AND C _Si BY $a.26. 26. SEE TRUSS SCHEDULE, SHEET 10. ALL WATER EOP(PMENT 1,1314ALL,8E CER10150 OY TH51.,QfA�LIPORNIA Z' ENCRGY COMMIS$10N. u: fill Ii. CATHEDRAL CEILING PACKAGE TYPE MANUFAC RER -MODIEL WINOOW, ANO -DOOR R.O. -,Lor.,,wALL R.o. GENERAL NOTES 1'. DOMt$TIC HOT WATr:�R STORAGE 'TANK SHALL H t,.ANKF--r ELECTRICAL AND PLUMBING OF' R1 2 Ok, OETCR. THIS PAOKAtt INCLUDES :*OMe OR ALL F THE: FOLLOWING MATERIALS* A, HURD 32/;� 1112- THE: FIRST ViCET 'OF HOT WATER, QUTLET PlPt !�ROM', TH8 WATER TANK CAT�HCDR'At, TRUSSCS IN PLACE OF' SOME OF* STANDARD TRUSSES 0 HURD 3/ 2V-21 0 I. ALL WORK SHALL BE IN ACCORDANCE WTH ALL CODES, RUL5S AND IN"UNMN01VONED $FIACE SHALL BE WRAPPED- VO -04: COMPLY THE ME MODELS ALREADY AVF, A CATHEDRAL TPUSS SYSTEM- c HURD REGULATIONS AND SHALL REoujRe:mcNTs F 'THE THERMAL Air-$`I$TA�4C8 or R3 OR SETTIE�R, SE�E YOUR V SERVING POWER, AND TE4CPHONE COMPANIES. CCOAR, TO, COVER 'THE BOTTOM CHORDS OF THE c HU140 32/2�*. x 1/2" 13 COURlE LOG WALL: A), 13, ALL. SH0Vy*P_R­H1tA'08 AND t4wr, TS SH CeltR "ATHE0RAL,TRUSSZS AND TO COVr_R BOTH- GABLE ENDS OF COURSE LOGWALL F HURD 'Y TH8. CEILING 2. ALL E=fPMI�NT INSTALLED OUTDOORS AND EXPOSCO TO WItAHER SHALL 2-1 NO ROLual's au SE ON. tIRCUIT AND WATERPROOF. SAWN E10-AkO'S TO MAKE -FALSIF� CEDAR, CEILING BCAMS� REWMN-1<1.104 _cj - 6 1', i J01" 0 "k� 14. ALL aA.S. APPLtAN0FS SHALL H,AVe 'AN, NAILS TO ASSEMBLE ­ I i= H HURD -11 'Ov�,,7" 14 6*1 -AR AISO AVAILABLE Z,4 ALL OUTLETS LCATED iN GARAGE, LAVNORY, ITCHEN AND SATHS''TO HAVF- 8" T & 0 271 22 K HUk0 5 0 GROUN% FAULT IRCUIT INTERRUPT.F-R4 -IE�N AND 1. ALL HVAC I�OUIPMENT SHALL OF-011FIEf) `�SY THIF, CAOPOkNIA RFECEPTICI-8"S IN KITCf SATHS HALL SE INSTALL80 ABOVE UNTeRTOpS. -48 L _t�vfta 20 -101 50 V. OMPLETION PACAGE PORCH C SWITCHED OUTLET 18" AF3OVIt FLOOk FOR OAk8AGE DISF',OSAL. jLe. Lt GHT$ WHICH ARE THE KITCHZN,0A b'AHROOm SHALL mNCRA�,�it,'I'GHTING AND jBC rjVbke!d LL PLAlt 5. INSTALL SMOKE DETECTORS ON PERMANENTLY VAp S 0, PEACHTREE 569 a-', E W/00L., Li, W-4 1 -10" 13 -7 Tt(4 6' ED CIRCUIT (NOT I I I !;:;i 10,1/ P: #3 6. a, S AVAILABLE A'r LocAvoN INDf0A;,Ttj) ON C�LeCTVtCAL PLAN DOUOIA �FLOOA JOISTS <SIZED, BY SPAN RKOU(08,MEINS) :e x 6* CEDAR, rLOOR DECKING HU 0 W_a 3-3 318 �p /4" GRILLES AVAILAOLZ 2' x 4' PORCH kAILS S. PRO -MOS WIRIINC FOR RANGc,.H00a. LIGHT AND PAN AT 72- ASQVE �F�OOk 20 �OE,DAR OAP R, HUAI) 4 aputs AVAILABLE AS APPLICAOL8. x 2"-30" BALUMrRS. COUNTY -0 t116'Spe4l Ile 0MLL$ AVAILABLE ang 'a BUTTE ....... eit Of :0 - 111 - nd!" NAILS-� TO �ASSCMSLE T HURD 3/4 7. PROVIOZ 110V OUTLET POP WATER HEAER AND HE:A`IINO� EOUIPI -2" OPT.WNCLE OR D kelpf ov) or DEPART see It 8. ALL 'GA IN AkAtC TO BC ON 100 H10H P `,CKAGE HURD PiRED EQUIPMENT elDp K. PIN- A,6noOs anyx th -00 m frOM w SHAL.L 13V 1$," Mltqlmu ES ($086 SLIOck PIS PROM WMOU.ST19LI� MZA$UOEO DOVOLAS,% f"kL POST AND t�A 'A rw a6TH VERT. AND HORIZONTAL. coumv OFIR W -S ft 1/2" p6wc Y HUAD QUOLAS PIR 4t. (tfttD. A00ORDING TO OftSIGN) 1.0. W OATHROOM 'HAS, NO NATUAL VCNYILA1ON_o P`AOADC e:XH,AU1$t PAN AND �c OMOINA'nON 2" 40 ANO 24 x 8'k RAILINO sys*mm 0 MetAL I'T f NOTE. McIfarlah 4 III. WHMt PCQUIREDs PAOV)bf� 12'x 14" PLUMBING ACCC$$ AT A�N 0: NAILS T fgLe Or ;Zn SHOWF,98'. L wifh A1111j7,3 110 ANUFCTUIACR$ IREPMRIE0 R 0. WD �Nfk I e2" 70 0 Tuqcz *g, N 0 Ito 1 (:0 W.� a quality protcr16ad fol, fh,3 alp0GIfIled use fit f6e R 0 td X14D IM F ATCRiAl., SHALA, OC JN$TALLIED AROUNO T.V8,S AND TO, A MINIMUM Viffbrtn Buildinj, Plum6inq gt�hunjaqj D TES alln. 1NO -HEIGHT or 6' AeOVt: -FLOOR, NOffort0f EfaoWlaal Cad u0nkx 11. VVkTER HF.E.ATEPS WITH NON-AIGIP, WATZ0 CONNC-p7jbN!§ 'Sf4ALX,, 0E PON �v Wltfkl6k a WALL QO WALL, W, 'OU -N A PK'NT.` rjxTvRX 'A S 144 E E m iF. IA L AN D r L E4 :: 7-D LASH U P ALL, CX10100 PENIN0. F�ASH, AND c PIRO rLA8H.A-0 0'AULK W000 geAM$ I OLO '0 �00UNYCRPLAM4 ALL ROOP 70' �W ,L 10 �ow A! 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