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039-220-044
r 9'-'�22-44 M 92-481. BPE rBERT-, Marsha & MichaE 0306, FiTple ,Rd , Chic,0')� M 1953 BPE 39-2 -44 - Ma E ?T T BER , asha 8, Michael M 10306-FimPi Chico new sf 039-22-0-044 93--�247BI.E EBERT, MARSHA & M CH L 10306 FIMPLE RD, H -CO ADDITION/SF Rd, :93-247 4 9 HA & MICH F RT) _ C CT41CO 039-22-0-0" EBERT, MICHAEL �O 10306 FIMPLE , CHICO CONV ATTIC. STORAGE/SF a 0 Y rf fS �*- G R SI EN�4IAL ? 3 39-22-44 $�,'-1953 BPEM EBERT, Marsha & Michael 10306 Fimple Rd, Chico new sf JOB FINALE Signature OFFICE COPY Address GAS / Meter By Date ELECTRIC Meter By Date Meter By Date ELECTRIC Meter By pp S h Date 21 9Z t JOB FINALE Signature 4 O O = Not OK Not = Not Ready MOBILE MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s c 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete t 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L" ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date _ Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except.#;s. 1. Zoning Require ments-Setbacks.Easements 2. Footings; Size -Spacing -Marriage Line ' 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-=1 Date Card B-1 Date Card B-1 1. YY ♦ MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances -GA 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater - 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water SUDDIV Test Date Card B-1 Date Card B_t Date Card B-1 Date Card B-1 r � ' I J=OK 9 = Not 'OK --Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date UND FLOOR (Plans) OK except a's Date FRAMING (Continued) z ing-Setbacks-Easements-Flood-Slope Hangers -Post Caps -Anchors -Connectors Ftg., Main; Soils-Elec. Grrit9"-^ $/" Ftg. Depth — 4#!Cing. Joist-Rftr. ties-Purlin -roof Brac-Truss-Shthng.-Rfng. Garage: Soils-Steel-Elec. Gr d. -hu" Ftg. Depth ----- +Y"Fireplace Ties or Type A Flue -Fireplace Throat clearance Ftg., Porches & Decks; Soils-Steel-4WFtg. Depth ---- --- — 44.Attic Access; Size &Romex Protection -Draft Stop -Ins. Baffles 9' Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; S eel -Wrapped P' s -Fireplace Ftg.-Steel O.W.V.; FailfFittio e t Way C/O -Sewer Test 121�1_117. Gas Pipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test IT -Electric; Underground . Pienums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Access & Ventilation 16. Insulation �Z- -.fjZ lsCr Date E re, ,1?2-C B-1 �- Date I .�Lf lj�Card Date Ll-ZO Ae-Card B-1 (r Date �� ( �j Card B-1 Date PLUMBING (Permit),OK except #'s Water Htr.: V A es bustion Air Baffle - -------- ---- ------------------------ Water Pipe; Test & Anchor -Nail Protection _- -_-1 .V.; Test -Fittings & Anchor -Nail Protection - -- --- - �ISh�ower Pan; Test, First Floor -Tub Access -- — -- ------ 2H� est Tub & Shower, Second Floor -Tub Access -------------- Gas Pipe: Size & Anchors ----------------------------------------- --------------------------------- Date ? Card B_t Xd — —ate — Card e_t ------------ Date and B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except 4's 42!Fixture & Transformer Clearance -Ins. Protection --------------------------------------------- --------------------- 2.YElec. Receptacles Spacing -Lights & Switches at Doors ---------- --------------------------------------------------------- 241"Size Boxes & No. of Conductors -Stapled --------- - ------------- -------------------------- ?�r,5�!Romex Installed_ Close to Edge of Studs & C.J. - ! E uip Gro n e up w/Mech. Fastners-Bond rdas & vt*dter --.............. - - - ----- --- ---...................... --------- --- ------ - - ---- ---------- 2 Appliance Circuts in Kitchen & Conductor SizerGFI - --------------- -------------- --- --- _-�- �-- ---------------------------- 2. Subfeed Wire Siz • A a Cu LJ'A.C. Wire Size r / ga. Cu or At --------------------------------------------------------------------------- Range Circ. /<*' ga.�or AI -Oven Ciro. / / ga. Cu or Al. /Insulated Neutral Yes 0 No --------------J�f�. 'ervice-Riser Conductors & Ground -Main Disconnect --- - 37. Equip Clearances Panels-Motors-Mech. Equip - -- - - - - --------------------------- � /Clothes Closet Light -Shower Light -Spa Light ----------------------------------------------------------------- % . Smoke Detector ----------------------------------------------------------------- --------------- Date Z?:A Card 8:1 �('y Date Card B-1 ----------------------------------- Date -All Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 3A--'A.C. Ducts Insulation & Support ----- --- Went Fan Exhaust above insulation --- ------------------ -------------- --------------- onden ate Drain & Overflow S' & Grade Furnance Vent. Access om Air Return Air Vent 115 outlet -- - ---- -- - --------- ------ ---------------- -------------------------- ------ -- . W, Attic Access & Platform if Furnance in Attic --------- -- -- -- - - - - - ------------------------------------ - Date--- -- - - - --- ---- - -- - - - --- - Date Card B-1 Date Card B-1 Date FRA"G (Plans) OK except h's Sils. Proper Material & Anchors .Walls Studs-Nailing.-aS_p_acing & Bracing -Plates -Sound - rin & Floor Nailing ------------------- --- vr<Draft Stop in Walls (rat proof) Fire Stops: Furred Ceilings-Stairs-Chases-Tub � Hp p _eaders Bey -Size & Bearing OAd2* '�bue,X/� 0,;Z 0ry� 4T Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 4_1*6a—rage Fire Protection Framing Property Line Firewall & Openings __ —Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers -------------- --- Siding-Nailing Veneer - -- ----- 5 cco Mesh -Drip Scree. Vents-Underflr. Access B7 Glazing Area s tec 54. -Shear Walls; Nailinq-Bolts ----------------1-------------- Date ,7 •11Card B_1 - --- Date — Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except k's Ve�xt. Steps -Door & Sidelight Protection -Landings Smoke Detector 61�Furnace: Vents -Clearance -Comb. Air -Connector- ' -1 In Garage: Above Floor -Ducts -Meth. Protection ------------- g4,18edroom Exiting k'G.F.I. & Bath Fixtures & Tub Access -Spa t69"Elec. Trim & Subpanel: Breaker Sizes & Labels iS ------------------------------------ f�lairs &Rails — Fireplace or Stove: Clearances -Hearth - --- - --- -- - -- --- ------------------------ 9. Elec. Outlets at oo ane n & Ext. .._---......-- ------ - --- t.Fi fiance Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 7,g -E arage Fire Door: Swing -Landing -CI er - Duct in Garage -Damper 1-11 Z --- - --- tr. Htr., Vents-Clearanc - b. Air- onnect - V. - In Garage_ Above Floor_Me Pro ct*n 7�Ib.. Elec. & Mech. Equip. Listed for Location -- --- --- - 9,6-Elec_-Receptacles in Garage: (G_F.I.)-Romex Protection insulation -Foam -Looked in Attic_ ❑ Yes 7tl' Guard Rails & Deck Construction -Post Caps 70el7dn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 80. Following instld.: Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No -------------- ------------------------------ ----- iif-Stucco: Brown -Finish d�.C. Unit: Disconnect. Electrical, Plumbing -------------- ------------------------------ fi:�ents Above Roof; Plbg -Appliance-Fireplace.-Clearance to Openings �4. ater Well: Disconnect, Electrical, Plumbing -- 35. Exterior Elec. Trim: G.F.I. Receptacle -Underground ----- - -- - ------------------------------------- til tion Throughout House I s Protection rrectio f m;Tagged; evious Inspections -- �+��5 89. est- eters Gas-Electricp, ter we nected-C/O to Grade- D Approval Energy Compliance Certificate -Other Certificates Date /"J� CardB_1 _Date _ _ Card B-1- - — Date Card B-1 CT Date Card B-1 --- - Date / 3 Card B-1 Date Card B-1 Comments fit Final: r --,.ems-Fx•----s�-n..n-+x _. �... '��c- :ice' sr` �+-„`{a>•'��y�•-}-,:..T^a'7'i7eGS'7`-^..;�'-^� : - COUNTY OF BUTTE 1 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 1469 1469 Humboldt Road, Chico, CA - 19161.891-2751 4� 7 County Center Drive, Oroville, CA - (916) 538-7541' 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ' O1NNE3111 PERMIT NO. A roudm ispection indicates that the following violations of Butte County Ordinances exist at the a" n -P address and should be corrected. Please notify this office when correction of work iscan~-lfyou have any questions pertaining to this matter, or need additional explanation, ; please cmuact this office immediately. mo *L• '� .S ai .J r . t r i ' • � �s�a.J C.. rsr4p4f 0 �;� �� eat a r,J� ✓A�� � f+�- s 1, ✓ v' b�• /y �� # � P�,R/4�i✓i1� �IP.�}CP.et, ust .c.�. .4/' •' . Date �',� ti f� Inspector REV 11082 i COUNTY OF BUTTE i •... •BUILDING DIVISION `;•') , DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 :K 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. x A routine inspection indicates that the following violations of Butte County Ordinances exist at ; the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. *Y mRx Lf S AC wG OF 'V C. ?L J iZ YT k c 7s- <� C 4 tJ C0/0 11rTIc1„/ Art w/H 7�P l2'" g (da- tpwrL L c KS C /J o r R << Q t, , rL FL00V 05-C Bl BS - 1Af5rAtL E t- (L t -, tz (.f A L. s141F/-C6 AT f�Cc-fPTictf—S" W i r 1•t W o otN R -O 11 - 3 o PL,IAJC E, K.2 -r i ri cA; r A.y t� o A 3,6v l o AG Li�3 h' Aie r I L E -c 0 1. .ami Date 31-93 Inspector /•j AJJl 7' • �Y REV 10192 w COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE �9' 2" 9z-ici33 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 03TAIrJ 'TR9-rn NT 'FoCL Is \on/AL, a/V)�- o 3' C-0rT\ .�T�.,� \(Z. W/N Tof lZb' + MI,v, �Acca.Ss �a ���\c.s O�FL2 �,o" ►N N�,� HT , Date 2 -I I-0) 3 Inspector REV 10/92 � o t COUNTY OF BUTTE %3rd �n DEPARTMENT OF PUBLIC WORKS + 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road; Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. wer Date � 2 -3 - C1 ? Inspector n N9U-19-92-THU 5:04- MOSS LUMBER FAX NO. 916 P.02 C ERiIFILATE OF ```AYE OF T14(% .rr'AITC i I CONFORMANCE 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 TIMBEn CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Strpctural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved,by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. +pB NAME Keller Lumber Sales, Inc,. for Stack JOB tpCATION Red&ngT CA__ CUSTOMER'S ORDER NO PO#6638".DATE „ , f .��-�9?MFGR's ORDER NO 2329—D s SIGNATURE VOMPANV Dmo—,.Larn TITLE __Qua1it:y_ _Control . ADDRESS PO B_`''A_ 297, DrafnS OR DATE 10-12-92 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. Cerillicate No. 78069 A AMERICAN (NSTITUTE.OF TIMBER CONSTRUCTION aECEIVED I OCT.151992 r �„V,E ;LLER LBP. SALES 0 1983 AMERICAN iNSTITVTE of TIMEIER CONSTRUCTION SFNPPING ORDER • FREIGHT BILL ATE 11-16-92 CARRIER CUST014ER ORDER No 727 CD- i r-L-rnpING 1RsGIN E BEDDING OESTINATION i HIPPER POINT OF KELLER LUMBER SALES, INC. CONSIGNEE_ MUSS � ,00REss P • 0 • BOX 4005 ADDRESS :Irv-- REDDING, CALIF. 96099 SEE REVERSE ME FOR TERMS OF SALE DEC.;21-92 MON 13;54 ' MOSS LUMBER CERfIFICATE O'F FAX NO, 916 ll4 q,\tyTE OF TIA#Ar A 11TC s M ___ -, CN1111 ONF 0 R M A N 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 A190,1-1983, Structu& Glued t.; urinated Timber, and that such manufacture has been at our plant in _. _,Drains _ which plant has a quality control system approved by the Inspectian Bureau of the AMFRIrAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 26 of the Uniform Building Code. JOB NAME , _ .. _Keller Lumber Sales Inc. for Stock JOB LOCATION Redding, CA _-- cusTOMEn s onOF.n No PO 6694 OaTE _ 7_?L 2r MFGR S ORDER NO 2353-D 24F -V4 WP Glue, Arch App, Indy Wrap n slr,NnTUnB— 1 _-r f' _.t �7•a ____. COWANv DUCO -J,alil Y W^ v M1 ^ T,T,.E. Quality Control _a�nnFsS PO Box 297, Drain, OR OAtE 11-6-92 A/TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality Control system in effect at said plant is periodicaily 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. 77609 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION R ECE;1VE: b m kkcc EZGV NOV - 9 1992 ELLER LRP, SALES 903 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION SHIPPING ORDER - FREIGHT BILL lhKm' vt Lu. th y . .,_. DAT£ 1 �.i I' r i��= • CARRIER i U �7.:i�S6P ORDER NCI ' •{� o POINT OF POINT OF ORIGIN REDDING DESiIrrAnoN SHIPPER KELLER LUMBER SALES, INC. CANSIGNEE ��` 1 ADDRESS P. O. BOX 994405 ADDRESS , CITY REDDING, CALIF. 96099-4003 Ce 1U m en M QTY. WIDTH DEPTH LENGTH DESCRIPTION OF COWAODIIIES J1114 211t; • � � a s� � a-f� SHIPPER KEUJE t LUMBER SALES. INC. c �r CARRIER BY �;• � � i _ I' i • • •� 1 DRIVER •� i "rrNm IN GOOD CONDITION E%CER AS NOIED CONSIGNEE ,'i�`''• x.1.1 � PAYMENT L(-) RECEIVED: e SEE REVERSE SIDE FOR TERMS OF SALE (liner Permit No. E N E R G Y C E R T I F I CA T I O N Tem le Road Chico Ca. Ebert Res. LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material FIBERGLASS BATTS Thickness(inches) 64" Brand Name Thermal Resistance (R Value),__ Brand Name OWENS-CORNING Thermal Resistance(R Value) R19 CEILING Batt or Blanket Type FIBERGLASS BATTS Brand Name OWENS-CORNING Thickness(incl►es) 12 _Thermal Resistance(R Value) Loose Fill Type Brand Name Minimum Thicknesl(Inches) Number of Bags Wt. per bag lb. Area covered(ft. ) Thermal Resistance(R Value) FLOOR, ELEVATED Material FIBERGLASS BATTS Thickness(inches) 64" FLOOR, SLAB Material Thickness(inches) Width(inclkes) FOUNDATION WALL Material Thickness(inches) Brand Name OWENS-CORNING Thermal Resistance(R Value) R19 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. LOERKE INSULATION CO. INC. 499150 RM NAME/OWNER STATE CONTRACTORS LICENSE NO. ~ February 26, 1993 ZSIGTURZE OF -INSTAL !'ION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) STATE CONTRACTORS LICENSE NO. SIGNATURE OF GENERAL CONTRACTOR OW2JFR DATE THIS CERTIFICATE..MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMITN0. 7 County Center Drive - CrovMe, Callfornle 9son - Tolephone: 916,138-7541 22-1953 APPLICATION AND PERMIT ASSESSOR PARcffL NUMUIEN 39-22-44 ZONING A 20 �. BUILDING PERMIT OWNER MICHAEL EBERT TELEPHONE 564-1251 SO. FT. OCC. BUILDING VALUA ION �2Q2 R 123 768 OWNER'S MAILING ADDRESS 1013 PANORAMA CT TACHOMA WASHINGTON 98466 440 C 5,720 CONTRACTOR'S NAME OWNER TELEPHONE 698 0 4,886 CONTRACTOR'S MAILING ADDRESS 1144 M 20,5 2 Fireplace "All 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 156,466 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 797.00 ARCHITECT OR ENGINEER LICENSE NO. 16803 Plan Checking Fee $ 398.50 Ener Plan Checking Fee Energy g $ 20,00 ARCHITECT OR ENGINEER'S MAILING ADDRESS 3012 ESPLANADE CHICO It Penalty $ BUILDING ADDRESS 10306 FIMPLE ROAD CHICO Permit fee $ 1230.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 11 5.00 55.00 Solar or heat pump water heater 20.00 LOT NO. 1 SUBDIVISION NAME 1 PARCEL MAP 1 88-98 Water piping 7.00 Each qas water heater or vent 7.00 7-00 USE OF STRUCTURE SF © Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW 1 15.00 TYPE OF WORK Newi?1 Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Hja�?� _ Permit Fee - $ 104, Contractor ELECTRICAL PERMIT Filing Fee I 15.00 Main service 600V OR LESS 200A OR LESS 18.50 18.50 Main service 20CATO 1000A, CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License Ao. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. OR AODNS. ( DWELLING OCCUPACC. BLDGS. / M _37.50 3.6Q sq.ft. NEW NON -RE SI D- NSTR ULTI.OUTLET NOBRANCH CIRC ITS @ 5.00 POWER APPARATUS tr (SINGLE OUTLET CIR. ) Ex. OOcup(OUTLETS OR FIXTURES 20 @ 7611 Ex. Occup. OUTLETS PIRESID,IREA.) I 3.00 Temporary service 15.00 15.00 Mobile Home Facilities 15.00 Misc.Iyi g 15.00 Permit Fee $ 168.75 - 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. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating SPLIT SYSTEM 9.00 Cooling g OVER 3 TON 16.50 Hood 6-501 6.50 Ventilation 2 4_501 9.00 Permit Fee $ 56.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, udgm nts, costs, and expenses which may in any way accrue a a nst ai C u y consequence of the granting of this permit. %� Date -,1U1 Z-�• Signature of Applicant - Owner Contractor Agent ❑ An OSHA permit is required for excavations over 5' eep and demo n constr t- " dti ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 y°�c ►` 'V YJPE �1" TAI F E $ 1599 iA F IMP FL COF P L PD IS UE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work inclicat549bpveJt&f9vhich fees have been paid. TPUBLIC WORKS By Date'A -1 � PERM EXP ES Date l O - [ `(- L _ _ '` �� Receipt No.11 lJ WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. G ENROO-APPLICANT I COUNTY OF BUTTE = DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ��RMIT N ASSESSOR PARCEL NUMB R � _ ��— � ZONING .--)A ` /V{ BUILDING PERMIT OWNER LI ��DDi i TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S / MAI19 LI G ADDRESS -A,4 /'� /w, �� / C Vtf// � 6 � �D CONTR AC y�,tN AME TELEPHONE 19 C/ 2 Fireplace 1500 C TRACT"OR'S MAILING ADDRESS ,1 CONSTRUCTION LENDER UNKNOWN - Total Valuation -- Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARC-ITECT OR ENGIDIF« ILACENS9 o. `Awl41 =49AC�R/I /(PUd -- ARCIIiTEC.. lC��:- --•- --ARgSc. ..- .i .a wr G'1 eta <f •., . '301 Z_ �S,f�l .: -�. BUIL �f� D(O �IiCd _? Plan Checking Fee $ oS0 Energy Plan Checking Fee $ 0.00 Penalty $ Permit Permit tee $ / X300.50 PLUM_ BING PERMIT Filing Fee 15.00 Each Trap 5.00 S,sn00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCyEL MAP Water piping 7.001-7, Each qas water heater or vent 7.00 -00 _ USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping -system- 1 - 5 outlets 5.00 c pig Building sewer. 15.00 „Op Mobile Home S G W @ 15.00 TYPE OF WORK Newv_ Addition i .Remodei ❑ Utilities ❑ InstailationC Other ❑ Describe work:- _ Permit Fee $ 4 O c Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200A TO t0o0A, 37•EOI CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. ' License No. Classification Lj 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is"not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING occuP.g� 3.5asq_ft. 126 OR ANS. 1 ACC. BLDGS.' DD�S NEWCOtiSTR. r ULTI.OUTLE @ S.QO NON - P. ESID. BRANCH CIRC 'ITS POWER APPARATUS .& SINGLE OUTLET CIR. ) ( 76d a EX. OCCUp\OUTLETS OR FIXTURES ' L,FIXED AP L_NS Ex. Occup. OUTLETSPRESI' D IKEA.) 3.00 Temporary service 1 15.00 .0D Mobile Home Facilities 1 15.00 . Misc. Wiring g 15.00 Permit Fee $ a`S — 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. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California.' Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating SDJ,t 5 ST I-00 "� Cooling Q -S-Vor3 -5o Hood 6.50 .50 Ventilation rb0 Permit Fee $ LSontractor 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. X Date Signature of Applicant - OWner❑ Contractor E] Agent ❑ U An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee S 7040 occ I CONST TYPE I.2S 'TOTAL FEE $ /�S HAz 10FEES IMP FLOOD CDF J PARCE PO D SSUE This permit is hereby issued under the applicable provi- sions of the Butte Count Code and/or resolutions to do Y Work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date �r Receipt No. �0 /�� �� / 8$'O WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD- LICANT COUNTY OF BUTTE R `00EPARTMENT OF PUBLIC WO .- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER /l�/ � C/l/IGl �ro/ Proposed Building Use P. No.39_4?Z_ W Building Inspector �6 Date 6-41-7s At time bf permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ ........... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings. . Ehgineered truss details and layout in duplicate (required prior to plan check).f0ir 9. Mobilehomg manufacturer's installation instructions, 2 sets. ......... . 10. Fees of $ ! . /.?(0.•,=�-s................................. 6-L3-2� 11. lmpacjAees as shown on attached schedule . .............................. . 12. al' rnia Department of Forestry plan approval/fees. ........................ ood elevation letter (100 year flood b California Engineer. ................ 1 anitation and plot plan approval% G Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for to Buispectins rectus required. . . to Building Inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement . ................. `/00 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... xisting violations/expired permits . ..................................... . PI�n check ' t. ...,...... r 33. S /ct N F�/rt�i ¢ ff�l/ ... A`Q�4 . ,f �'l�v n�110� ` . 9.�. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. ✓ TelephonoU--%#-¢S1 and hold for pickup at office. Deliver.wit inspector. Other - Parcel Creation Acreage Applican Date 6oc. 1- Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution ate Copy of plans sent Health Dept. Fire Dept. Other to By The following data must be submitted prior t rmit is c ( ircleAW it chec d o e . 1. Index permit for above items No. 2. Additional items required: _ Contractor, designer,, owner, was advised of above required data by _ phone _ mail Counter by _ Date _ Contract, desirer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans cf�9 by /,,`7 2� Date Plans approved by �� Date _its of plans on hold in V'_ File cabinet AP folder Copy - Department of Public Works TO: Building Department a=.' 4f' FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # i Driveway permit has been issued for the above property. ' r l s i ature `�' date c got oFpe'T7k ..-'3 I ►ildinc Department ,,.ivironmental Health �,JBJECT: Sanitation Clearance COUMW OF SUM BUILDING DEPT 0 C 1 4 -�py�erLocation 19- AP# Plan Approved for: Sewage Disposal / Water Supply Hold final for: Water Supply 7inal clearance O:K. for: Water Supply Clearance for bedroom mabi4Le-home. Other NOTS *** SaCaita ian x Is COUNTY OF BUTTE.- DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION .7 COUNTY CENTER DRIVE - QROVILLE, .CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER b ��-� PROPOSED BUILDING USE A.P. NO. Z Z � Y DATE REC. # DATE.REC School Distric Fees 4L--- 7 (paid at District Office) - ��- Sheriff Fees (paid at Building Department) / Residential .......... X �(� =$z -- unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. •3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. Recreation District Fees (paid at District Office) 10 - / 3 -5L 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. oA 47 APPLICANT DATE v y ,., BACHMAN & ASSOCIATES 3012 The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 Date May 21, 1992 TO COUNTY OF BUTTE Attention Department of Building 7 County Center Drive Project EBERT RESIDENCE Fimple Road, Durham Oroville, California 95965 Job No. 92-015 i WE ARE TRANSMITTING: Under separate cover xx Herewith Via mail Via U.P.S. Via Greyhound REMARKS: 1 THE FOLLOWING: 3 sets of.revised plans for the above referenced project. BACHMAN ENGINEERING By - ENGINEERING y FOR: xx Your approval xx Checking Your f i les Quotation Construction Payment Processing ENGINEERING SURVEYING PLANNING DESIGNING �,p. it.:£ .. :K" _ � • � > � t .{' fit' v • _� a � y .. 4 v Vr • , � g�� V� � �/ ! �� t\�� . �. ^ ��^\ Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 92-46822 r '^ FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement 'be recorded prior to issuance of a building permit. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES, AS SHOWN ON SAID PARCEL MAP. A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER 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 JULY 12, 1982, IN BOOK 88 OF MAPS, '•T PAGE(S) 97 AND 98. Date: d'Z `? o� - PROPERTY ERS The pr. opert. v described herein is adjacent 92-0468,221 Ree Fee 5.00 to Land or included within an area zoned I Check 5.00 for agr.i.C.Llh..ur.al purposes, and residents i Recorded of this property may be subject to incon- Official Records ven.i.ences or d i.scomfurt arising from the County of . "ttat;;t^trtl, use of agr.:icul.t:ura.l chemicals, including, Butte ;`� ..•-• y/ •, but not l.imiLcd to herbicides, pesticides,. Candace J. Grubbe and ferl.J liners; and from the pursuit Recorder :R: . ,t:'�raG n?.�.• =. of agi_-i-cu.ltural operations including, 11:19am 13 -Oct -92 I PUBL XX 1 but not: l im:i l:ed to cultivation, plowing, a `', .'•`_�'LI LSC+ r ; executed the spraying, pruning, and harvesting which WHEREOF, I hereunto set my hand and official sea[. occasionally generate dust, smoke, noise, and odor. Butte County has established agric.u.l- Lur.a1 zones which have as a priority use for productive agricultural. purposes, and r.esi.deuls within said zones and on adjacent property should be prepared to accept such inconveniencu or discomfort from normal, necessary farm operations. Al.l that real property situate in the CounLy of Butte, State of California, clescri-bed as follows: PARCEL I: ,,f A r A &#.1w a - Notary Public PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF 'THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 12, 1982, IN BOOK 88 OF MAPS, AT PAGE(S) 97 AND 98. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES, AS SHOWN ON SAID PARCEL MAP. A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER 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 JULY 12, 1982, IN BOOK 88 OF MAPS, '•T PAGE(S) 97 AND 98. Date: d'Z `? o� - PROPERTY ERS State of.: Mstfid4mh On this the _,;AI4C day of t AIC&# 19_�, be fort me, SS. County theMund/er'stigned Notary Public, personally appeared of 1&1GP') A. . "ttat;;t^trtl, ;`� ..•-• y/ •, �Personally known to me. E] Proved to me on the bis i s of satisfactory ev:i_deii( c. :R: . ,t:'�raG n?.�.• =. to be the person(s) whose name(s) ; u r, �.+•-� :;; '.; ,,. subscribed to _ the within instrument and acknowledged that _ a `', .'•`_�'LI LSC+ r ; executed the same .for the purposes therein contained.1"N WITNCSS WHEREOF, I hereunto set my hand and official sea[. 4 Present A.P. No. ,,f A r A &#.1w a - Notary Public END OF DOCUMENT t.;L:�-; tt - 8 .4 't b•p \ BUTTE COUNTY SCHOOLS -IMPACT FEE CERTIFICATION FORM �'•.=; (One Form Per Building) School District LM/�� —' ---- —__— —_ Building Department No. A.P. Number .2 y7 Jurisdiction (— J City County Property Owner��t —_ Property Location/Address Subdivison Residential Development 1= �i No. OL ing MHI , Units .12 fl uamIs }rC /Cr/nd New Building Department Representative Lot No. 0 Sq. Footage Addition Sq. Footage Addition Date 22 (Group R) (Including Exterior Roofed Areas) (Floor Plans reviewed by School District Personnel) • 4. District Identification No. t__School District certifies that L'Llu_( (Street Address) (City) (State) �Y. licant C2&O7y— one Number) (Zip has complied with the requirements of Resolution No. �_� by payment of $ �'� ?V, 86- representing 6 representing _g L o_ _ — square feet. School District Representative i Paid by Check Number Remarks: Bank Number ` Paid by Cash ) /3 L Date 11 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification. Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. •5 White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) ;i j C t 130 ld3oo:olifis B"ACdO a -r :y.: �j^ r+-. �-y, n'ti"►rr`^':el-..(a�ti...< j'N .,�.�i iy r j L' p f BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORK CHICO AM SECAEXTION ANS PARR DISTRICT L Assessor Parcel Number (s) j%q P/� ' • 3 ! ` o?v� — �7 Property, Owner Aq/CyTQC r Project Location/Address /MDj� �ogeryi✓ e OCL Subdivision Lot Number(s) Resident' Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units �fl Comment:' •Y Building De artment Representative bate - �nk��k�7k7t�k7k7klk7k7k�k7k�k7k7k�IC7k7Y1k7k7k7k1k7k7k�Clk7k7k7k�lnk7klk*1k7k1k7k1k7klk7klt�k7k1k7t7k7k7k7k�7klk7kk7�t7k�k7klk7klk7�t7k7k7k�ck7k •' f Chico Area Recreation and Park District(CARD) certifies that Applicant Name) Street Address) a`1i 1 t (City) MOM te) Phone Number) ip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for _ dwelling units @ $1,189 for total payment of $ /% ? 7, 00 Z CARD Representative Date PAID BY CHECK Mn ` - REMARKS BANK NO. PAID BY CASH RECEIPT NO.Qb/, # /19 i - Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) 2 Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. co 8p iiiU1:1' 'r RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLE: & MISC. ONLY) OWNER Fz T GENERAL oning requirements: (sideyards and number uati on. 3t/ Plans signed by designer. 4lProper description of work on application. fir—Existing violations on property. 8/91 Bldg. Permit # 92-/903 A. P. # 5 --,70-,+4- Zz-44- Plan Plan Checker_ .Z� 8-17-cTZ of permitted living units). items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 5,--Be=ded notice of violation. PLOT PLAN' P. p,�LO� 1VComplete parcel size and dimensions.. 2r!Setbacks,.sideyards, easements,.etc. ther buildings or structures. rGrading, fills, drainage. .1 Flood hazard. -&---!�pecial conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). FAU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN i J �emplete to scale -plan with dimensions. Reo�uired windows 'for light and ventilation (Sec. 1205).1 Required windows for second exit (Sec. 1204).. (Chapter 34 & 'Sec. 5207).' 54/Human- impact .glass (Sec. 5406).. 6GiRequired 'room sizes, ceiling heights (Sec. 1207). ? 7t,"GF5-in baths,,garage, kitchen, and exterior outlets (Article 8 fight fixtures, switches, receptacles, and exterior receptacles tenance of mechanical. equipment.., 210-8). for 'main - 9.L -to -cations of water heater, heating and cooling'equipment,'other electrical or gas equipment. , I jge firewall, door size, and closer (Sec. 503(d)(3)). l j 'O" -exterior exit door (sec. 3304 (f). F--peumbing pe—and wood stove location, alcoves, and clearance. 1�detec.tcrs (Sec1%1210). i fixtures, water closet clearances and shower size. STRUCTURAL DETAILS l�andard bracing or engineered design (Table 25V) 2 --Unusual shape, size, or split level house requiring lateral design. -3----Cre—restory requiring balloon framing and/or engineering. story building requiring engineered calculations and plans. � undation plan complete enough to construct building. 6v Floor construction details complete enough to construct building. ;-R7. Elevations and wall construction details complete enough to construct oof construction details complete enough to construct building. 9- construction details and talcs if necessary. 1��fter ties or bearing ridge beam. ,T. Garage door or porch header sizes. l tud heights. babe soils - special foundation design. mining walls requiring design. ,L-.5—.-S-Fez*"ia1 Inspection required. building RESIDENTIAL PLAN CHECKING GUIDE MISCELUMOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails ,Sec. 3306) . 2: Guardrail details (Sec. 1711 & 3306(j). 3— Brick or stone veneer (Chapter 30). --4—.---Exveffar plaster - weep screeds (Sec. 4706). Y'�'Proper roof pitch for roof convering (Chapter 32). 6-.—Roof--r_overi-ng type - (fire hazard). -��!* am insulation - protection. 8 6" halls and stairways. `9.ivin area over garage - complete 1 -hour separation required including pporting walls and posts, etc. -I-Q. w its on three-story dwellings (sec. 3303 & see Mezannines 1 ttic,access and ventilation (Sec. 3205). Ir. Underfloor access and ventilation (Sec. 2516). 8/91 on garage side - 1716). I Combustion air for fuel burning appliances - L.P.G. requirements. k4-,,�rsegriirements on duplexes. 1�'/�n'ergy design. 1. Flashing at all exterior openings. ar7—G'BBF—responsible area requirements. Fc, o 17Z _ 7 7 ' 2 C. L f $ - '� 2 / 0 3 O LC C�' '4Z64 rrG-cr — 0 - �2 Joy �GovsPfPA'Tkc- AX TRANSMISSION HEA TING & AIR CONDITIONING INc c—r-- TOTAL NUMBER OF PAGES TNCLUDING THIS COVER PAGE: F'ROM: zzr_z:,-k Pl. DATE: 4? —2—o MESSAGE: L/ �j :Z&) REPLY: LIC. NO. 405424 3025 SOUTHGATE LN. o CHICO, CALIFORNIA 95928 (916) 891-4926 , FAX 891-3452 v rtnnnuiwr, „rrn.. unn w111N 1,.1,11m-1 MT.D Mi iiw wr wl ✓. L1:1[ r� K1111 . PVC Far Weather Resit Galvanizer Steel Cable Efficient Two -Speed Compressor Reversing Valve High D Polyetl Base Ct HP21 POWER SAVER("' SERIES TWO SPEED HEAT PUMP OUTDOOR UNITS *36,000 to 58,000 Btuh Cooling Capacity *36,400 to 57,500 Btuh Heating Capacity 'ARI Standard 20/240 Certified nstinpe ENGINEERING DATA HEAT` FpUMPS MATCHED REMOTI SYSTEMS Page 19 -Icily. 199(1 8uflersedes MSy 1990 U Applications — The Lennox MP21 series heat pump outdoor units are equipped with a high efflcionCy two-Rpeed compressor staged for precise heating or cooling capacity desired. The compressor AparAtas on low spood under moderate floating or cooling loads and automatically shifts to high speed for heavy load conditions. Energy efficient outdoor units have SEERS of up to 16.00 with a cooling capacity range of 30,000 to 58,000 Btuh and COP ratings of up to 3.70 with heating capacities of 36,400 to 57,600 Btuh. Units are designed for applications with remotely located indoor blower - coil unit Installations. The outdoor units are equally suited for installation on a slab at grado level or on a rooftop. A variety of matching vp-flo, down- flo and horizontal blower powered indoorunits, with optional supplemental electric heat, provide selective sizing and installation versatility. For cotnpinta data on indoor units, see individual bulletins indexed in this tab section. Outdoor units ars test operated at the factory to insure proper operation and are shipped ready for installation. Installer hsa only to locate unit and mako refrigerant line end electrical connections to complete installation. Approvals — Urlits have bet+n tested with matchlny indoor units in the Lunnox Rsspwrh Laboratory and ruted according to U.S. Uopattment of Energy (DOE) test procedures and in accordance with ARI Standard 210"240-99. In addition, units are U.L. Listed and have been sound rated In the Lennox reverberant sound test room in accordance with ARI Standard 270-84. Units and component within are bonded for grounding to meet t Safety standards for servicing required by U.L. and N.E.C. Equipment Warranty — The compressor has a limited warranty for a full ten years In ret0duntial installations and five years in non-residential insta113 tions. All other Components have a limited warranty for one year. Refer to Lennox Equipment Limited Warranty included with the unit for specific details. ischarfle Fan t:uppur Tube Outdoor Coil _ PVC Coated Coil Guard Sweat rigurant Line onnections tion Line umulato► Typical Applicatlon t- I•.. t �- t ..1 1 T- .T i _TT_ I_C I 11 ,—t1 .LJ.� 7� S�SSS�- . T - -r�-fJ— NOTE -• SpecificatlnnR, nmin{te and Dimenglons auhini to change without nr)rice. S'Od i.00 . 13 eNIlN3H 33SS3i SSVC 169 91.6 �:, o 1..90 Lennox InfiratrlRs Inc.. oc : 10,0 0'-90-761' SPECIFICATIONS I Model No. CO21-0 1C8si C91121.11i chill -85 Blower section f311 -b1/65 821-51/85 ---- CH19-65 Evaporator coil section ---- .... ---- CH21.61 Evaporator Coil Net face area (sq. ft.) 5.27 5.27 7.0 1.22 3/8 - 3 7.0 .7-72 Tube diameter (in) & no, of lows 3/8 - 3 318 - 3 3/8 - 3 318 - 3 3/8 - 3 Fins per inch Suction line connection (in.) --flare 13 13 14 14 14 14 3/4 3/4 3/4 3/4 3/8 1-1/8 sweet 1-1/8 sweat 1/A 1/8 (/quid line connactiun (in.) -flare 318 3/8 3/8 Condensate drain (rapt) in. 1211314 (2)3/4 (7)-1/ 4 S Nominal cooling capacity (tons) 3 4 Refrigerant Slower wheel nominal diamoter x width (in.) Blower motor hp tINumber and size of filtprr, (In.) T w R-22 R-22 R.92 10 X 9 12 x 9 12 X 9 1/2 (1) 20 x 20 x 1 (1) 20 x 26 x I I ...... . ..... - Electrical Characteristics 208/230 volts 60 hz 1 phase Shipping Weight (lbs.) Blower sectlon 167 178 209 7 t8 122 213 Ila Coil section 122 Number of packages In shipment 1 1 1 2 1 2 'Optional Side Return A!t Filtur Adaptor lUp-Flo only) Part No, No. & size of filters tin.) Shipping weight (lbs.) LB-59776CB LU -MMA .... LB 6977ICA .... (1) 20 x 20 x 1 ---- (2) 16 x 25 x 1 (2) 16 x 25 x I ---- 5 ---- 24 ---- 24 *Optional Down -Flo Combustible Base Part No. ---- LB -598978C Shipping weight (lbs.) a ---- 'Optional Electric Hoot Capacity EC821-5 Output Btuh 18,000 18,000 19,000 19,000 19,000 19,000 M.F.U.E. 100% 100% 100% 100% 100% 100% Output Stuh 22,000 22,000 23,000 23,000 23,000 23.000 M. F. U. F. 10016 100% 100% 1000/0 100" 100% ECB21-7 Output Btuh-__... 25,000 25.,000 100% 29,000 26,000 100% 26,000 0.--,- 100% 26.W MOM 100 -YO i 100% 30,000 30,000 tA. F. U. E. Output Stuh EC821-8 ECO21-10 30,000 30,000 tA,F.U.E. 100% 100% 100% 100% 1000/0 100% Output Btuh 36,000 35,000- 37,000 37,000 37,000 37,000 tA.F.U.E. 1100516 99.9% 100% 1000/0 100% 100% ECB21.12,5 Output Btuh 44,000 44,000 46,000 46,000 46,000 48,000 tA. F. U. E. 100% 99.9% 100% 100% 100% 11004'o Output Btuh 53,000 63,000 54,000 54.000 64,000 54,000 100%• ~ 100% M.F.U. F. 100% 100% 100% 100% EC 821-20 ECO21-25 - IEC821-30 Output Btuh 70,000 70,000 71,000 71,000 71,000 71,6M tA.F.U.E. Output Btuh 100% .... 99.8% 1000 - 99.8% 100% 100% 88.000 88,000 88,000 88,000 tA.F.U.E. ---- 100% 99.8% 100% 99.9% Output Stuh 105.000 105.000 105,000 105,000 tA.F.U.E. ---- 100% 99.995 99.9% 1 99.9% ttAnnual Fuel Utilltation Efficiency based on DOE test procedures and according to FTC labeling regulations. 'Must be ordered extra for field Installation. tiFlIters are not furnished and must be ordered exits. n A c c ARI RATINGS A .mind Rating Number in accurdAncr. with ARI Standard 2/U. "Riled in accordance with Anl randard 210/240 and DOC; with 25 ft. of connecting refilgeraw Rnaa. Cooling Ratings - 95°F nuuioor Air temperature and aU''t fih/til"F wb uutoring indoor coil air. High Temperature Heathy Ratings -- 47'F db/43°F wb ouul091 air teinporaturu and 707 dh entarin0 in(l00r Coil tllr. Low Temperature Heating Ratings 177 db/WF wb outdoor air temperelure and 707 db entering indoor coil sir. •Hratlrhy Seasonal Performance Factor. trMuat be )rdh;rcd extra for field Installation. NOTE -Shaded area dunotos most popular indoor call. SPECIFICATIONS *ARI Standard 210/240 Ratin s IIP21.511V HP21-513V HP21-051V HP21-653V Outdoor 21.64 20.81 ,~Check 17.53 3/8 Tube diameter (in.) ---._._...._..__. Number of rows -�- 2 18 2 Fins per inch Total Outdoor Fan Diameter (in.) Number of blades Motor hp -__ Cfm Rpm Total -24 3 Unit Model No, Cooling High Temp, Law Temp. Total Unit SEER EER Unit High Hig. 310 High TNmp Unit Low Low Temp. Indoor and Expansion *ARI Std, Capacity Htg. Htg. Conling IBtuh/ (BtuhJ Temp. •H6(F Htg. Temp. Htg. U1tit Valve 270 SRN (etuh) Cap. Cop, Watts Watt) Watt) Htn C_O.P. Ht9. C.O.P. kit (bels) 36,000 IBtuh) 36,400 (etuhl 22,000 10.50 Watts Watts 3400 14.90 3110 ~8.60 171,40 2480 2.60 C821-41, CBH21.41 HP21•411V 37,000 37,000 21,200 3600 13.20 10.20 3230 F1.39 3.30 «;30 2.40 CD11.41, C01119-11 HP21-413V • I I R :.U799Rf _ - 17,61 38,000 38.000 23,400 3820 12.90 9.90 3360 8.25 3.30 9780 2.40 r_s1e-51, COS10.$1 40,000 39,000 21,400 WO 13.00 10.10 3200 3.50 2600 2.40 CU19 b1, CHH1l1-t11 8.25 41,000 41,000r24,O 4010 11.lb 111.10 3510 8.75 3.40 2970 2,30 C818455, t RStA-8fi, HF21-511V 43,000 41,000 3971 13.00 Y700 8.45 3,50 2830 2.40 C81R 51, r:RF1'19-51 HP21 513V 3370 LN-:j4/,12B(7.044,500 41,000 3$00 16,00 3220 8.75 3.70 2630 2.60 CB21-51, CBH21-51' HP7.1.051V 57,000 57,500 32,000 6290 12,00 9.10 5330 7.70 3,10 4000 2.30 CB19.65, COH19.65 HP21-663V ..... - .... ___... LB-3479ZBI 17.81 68,000 55,500 31,600 6160 13.00 3,40 5040 1110) 3.20 3860 2.40 G13ZI-65, CBH21.65 A .mind Rating Number in accurdAncr. with ARI Standard 2/U. "Riled in accordance with Anl randard 210/240 and DOC; with 25 ft. of connecting refilgeraw Rnaa. Cooling Ratings - 95°F nuuioor Air temperature and aU''t fih/til"F wb uutoring indoor coil air. High Temperature Heathy Ratings -- 47'F db/43°F wb ouul091 air teinporaturu and 707 dh entarin0 in(l00r Coil tllr. Low Temperature Heating Ratings 177 db/WF wb outdoor air temperelure and 707 db entering indoor coil sir. •Hratlrhy Seasonal Performance Factor. trMuat be )rdh;rcd extra for field Installation. NOTE -Shaded area dunotos most popular indoor call. SPECIFICATIONS % 20a - f70A 100 JIu >h DNIlu3H 33SS-3(' 2Sth6. 169 91.6 1e:90 op, -90-,66 Model No. Nta ince area Outer coil (sq. ft.) Innor coils HP21-411V HP21-413V 18.22 IIP21.511V HP21-513V HP21-051V HP21-653V _ Outdoor Coil 21.64 20.81 23.92 2'1.01 3'8 17.53 3/8 Tube diameter (in.) ---._._...._..__. Number of rows 11f1 2 _ 18 2 18 2 Fins per inch 20 Outdoor Fan Diameter (in.) Number of blades Motor hp -__ Cfm Rpm 24 3 -24 3 24 4 1/4 47n0 815 1/10 1 /6 3200 3120 820 815 200 Watts 155 310 Refrigorant-22 (charge furnished) 13 Ihs. 8 oz. 1/8 15 lbs. 8 oz. 19 Iba. 2 oz. Liquid line connection (sweat) Vapor line connection (sweat) Shipping weight (lbs.) -- -.... ....... __ Number of packages 1/4 323 ..... _ ...................- i 1 7/8 341 372 1 1 % 20a - f70A 100 JIu >h DNIlu3H 33SS-3(' 2Sth6. 169 91.6 1e:90 op, -90-,66 ELECTRICAL DATA Model Number HP21-411V HP21.413V HP2I.511 HP21-6'13v - NP21-GO1V HPZ1•t1t,3V Lirru vultaye (lata - 00 hz 208/23001ph 20/23003ph 208/23001W, 708i230v/3ph 12.7 _ 200/230v/tph 2001230v/3ph 17.6 30.$ 19 A Cumprussur Rated load amps 17.6 .98 12.7 •00 Power factor .98 .Ag .92 .90 Locked rotor amps 00.0 60.0 90.0 60.0 141.0 01.0 Outdoor Coll Fan Motor Full load amps Lucked rotor amps 0.7 1.2 0.7 1.0 1.0 -_, 1.7 ._.Y_.�...... 1.7 1.2 1.0 1.9 7.9 2.9 Recommended maximUrn (use or circuit breaker sizt. (Imps) 'Minimum circuit ampacity 40 22,7 25 40 25 60 45 16.6 23.0 V 16.9 40,2 27.6 'Rater to National Eloctriral Code manual to determine wire, luso and dir-c( ,nnrl she requirements, NOTE Extremes of operating range are Dlus 10% and mbma 5% ul line voltago, FIELD WIRING r --------I r-------� rV r ---------- ..y LENNOX rbISCONNECTr IDISCONNECTI r LENNOX ' THERMOSTAT 1 ; SWITCH i I SWITCH �� OPTIONAL t I (Optinnnf) I BY OTHEH6I; IIBY OTHERS) I r AUXILIARY L___ ___1 LI-- ___J ►.______ELECIRIC 1 HEATER UNIT I �Aj 1 OPTIONAL r OUTDOOR `THERMOSTATJ - IDISCONNECI't OUTDOOR I SWITCH UNIT j(BY OTHERS) I .� rJ LENNOX INDOOR UNIT A Two or throe wire power Isee eloctrlcel table) 8 - Two or three wire power Islze to heater capacity) C - Two wire power (size to indoor coil blower motor) D - Two wire low voltage (18 ga. minimum) E - Eight wire low voltarle with electric heat Ten wire low voltago with optional outdoor thermostat F - Five wire low voltago 118 go. minimuml G - Threu wire low voltage 118 ga. minimum)' - Field wliing not furnished - NUPE All whiny to cunlrnm to NLC and local electrical code$. REFRIGERANT LINE KITS Outdoor Unit Line Set Length of Llquld Line Vapor Line Model No. Model No, Linea (ft.) lo.d. In.) (o.d. In.) L10-41-20 ...� 20 _... HP21-410V ...- L10-41.•30 30 318 3/4 L10.41-40 40 L10.41-51JI 50 LlU-ti5.3u 3U HP21.510V L10.65.40 40 3lti //t1 .L10-65-50...__._ fes.. 'HP21.650V 'Not Available, --•. c (t DIMENSIONS (inches) INLET AIR v INLI:1 a Ain COIL DRAIN OUTLETS INLET AIR (Around perimeter of base) TOP VIEW 32-1/8........_....---sa-1/16 ...._.__ FLECTRICAL DISCHARGE 1 AIR ---....,.�......_....— INLETS — --.. SUCTION LINE INLET _--__.... -- ._........_ ........... A 4-13/16- l'"'1 LINE 1 9/16 INLET 16 _...... I"Y1—*`I �.. .� 2-3/4 18 5/8 4 3-7/8 3-7/R 4 2 28.1 /8 --- ..... 2 1-3/8 SIDE VIEW 6-1/16 FRONT VIEW INSTALLATION CLEARANCES (Inches) -44 38 sh- .436. \\\\� 1\ T NOTE — 48" clearance required on top Of unit. 'NOTE - One side of coll may be 12" . r — 20c — nN IT I U-11 1 3 r L r T r n n t r Model No. A HP21-411V-413V 34-7/8 HP21_511V--513V 40.7/8 ` ` HP21-651v-653v 44-7/8 INLET AIR v INLI:1 a Ain COIL DRAIN OUTLETS INLET AIR (Around perimeter of base) TOP VIEW 32-1/8........_....---sa-1/16 ...._.__ FLECTRICAL DISCHARGE 1 AIR ---....,.�......_....— INLETS — --.. SUCTION LINE INLET _--__.... -- ._........_ ........... A 4-13/16- l'"'1 LINE 1 9/16 INLET 16 _...... I"Y1—*`I �.. .� 2-3/4 18 5/8 4 3-7/8 3-7/R 4 2 28.1 /8 --- ..... 2 1-3/8 SIDE VIEW 6-1/16 FRONT VIEW INSTALLATION CLEARANCES (Inches) -44 38 sh- .436. \\\\� 1\ T NOTE — 48" clearance required on top Of unit. 'NOTE - One side of coll may be 12" . r — 20c — nN IT I U-11 1 3 r L r T r n n t r C821 & CBH21-51 & 65 OPTIONAL ELECTRIC HEAT DATA DIMENSIONS linches) t-tne C821 UP-FLO POSITION 1.1116 E t-1/16 ° 4 - SUPPLY AIR OPENING -• 9V Elhnw Furnirk.d Wilk Unit. TOP VIEW OILECPTIONAL AR i FLOW r_ro S EF1210 CrwiEAi 11 N —r FILTER CT RAILS 121 SULINE N I P RETURN AIR, IFlltar Nal ,\ 1 OPENING r F�nn4hadl Side ._llhhrr 1 or Bottom) I C.NOF 0 DRAI,N6 TE �f T` 1,1/2 Ramrn Al. 1.1/2 1.1/16 netvm Ali 3/1 FRONT VIEW SIDE VIEW Detail of Motor Spsed (cfm) Plug-in Connection ❑ I m9llimuuW;J ELECTRICAL INLET! L� r_1jr=rwtn1m •--�--'--1--- (Both 61Ag1 - - - - I ( r t 0,00SLOWER'I ' 1►t- I 14 A I f / BLOWER \ \ H \ \ r LIQUID LINE I 11 N —r FILTER CT RAILS 121 SULINE N I P RETURN AIR, IFlltar Nal ,\ 1 OPENING r F�nn4hadl Side ._llhhrr 1 or Bottom) I C.NOF 0 DRAI,N6 TE �f T` 1,1/2 Ramrn Al. 1.1/2 1.1/16 netvm Ali 3/1 FRONT VIEW SIDE VIEW Detail of Motor Spsed (cfm) Plug-in Connection R IDE TIAL a r' 039-22-0-044 93-392 B EBERT, MICHAEL 10306 FIMPLE RD, CHICO CONV ATTIC TO STORAGE/SF 3-/-9 JOB FINALE Signature i V=OK O=Not OK Not = Not Ready Applicable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements ` 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'a 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posta-Beams-Rftrs.-Connectors Shthg.-ft.-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding;- Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Pane lboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable RESIDENTIAL ' = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Wails Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Wells (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) a Date/Initials? FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties- Puri in -roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Lending -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Wells; Nailing -Bolts 59. Insulation-Walls-Ceilinas 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drains e & Wood -Earth Clearance Looked under Floor Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WOR ERMIT 7 County Center Drive - Or6ville, C9lifornia 95965 - Telephone: 916/53 7 1 Z APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-220-044 ZONING A-20 BUILDING PERMIT ' OWNER Michael Ebert ' TELEPHONE 564-1251 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 10306 Fim le Rd., Chico 95928 260 M 4,680.00 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is ,680.00 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 15.00 Permit Fee $60.00 Plan Checking Fee $30.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $105.00 im le Rd. Chico PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater #20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE SFU Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home JSFG W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Instal lation❑ Other Describe work: Convert Attic Space to Storage RE: B.P. #92-1953 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElNON•R I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees With wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El 1, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A) 37.50 NEW CONST. ( DWELLING OCCUP.h\ 3.6Q sq.ft. OR ADDNS, AlCC. BLDGS. I NEWCONSTR. U TI -OUTLET ^ 5.00 ESID BRANCH CIRC ITS POWER APPARATUS Q SINGLE OUTLET CIR. Occup(OUTLETS OR FIXTURES 20 @ 76 Ex. Occu FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject Vll�lto 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 I provisions or this permit shall be deemed revoked. I Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to ave, indemnify and keep harmless the County of Butte against all liabilities, dgment c ts, and expenses which may in any way accrue st said C my in Lien a of the granting of this permit. X Date — Signa re of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excava ions over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 105.00 HAz DFEES IMP FLOOD COF PARCEL PD HD I U ed under the applicable provi- sions of Code and/or resolutions to do work inwhich fees have been paid. This perREXPIRES F PUBLIC WORKS �� By Date44/AV PE MITe 3 Receipt No. 135277 W HITE-D. P. W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMEUTI.OF-DEVELOPMENTSERVICE UI DING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 / PERMIT APPLICATION DATA SHEET OWNER A. P. No. �9` Proposed Building Use .S.f : .Sd'o✓cc JQ Building Inspector Date At time of permit application, I was advised the following'data must be submitted prior to,permit processing and/or issuance: DATE RECENED BY 1-: All items have been submitted . ........................................ - Plot plans, 3/4 sets, signed by preparer of plans . ........................... ZeV 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. -Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................ . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. 1 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy) . ........... . III IspecUon req uest 20. Pre -inspection for required. . to Building Inspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ..................: . 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. 34. When you issue the permit, process as follows:Mail to owner. Mail to contractor. Telephone and hold for pic office. Deliver with inspector. Other Parcel Creation\/�,,,�, Acreage Applicant Date f Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Cou ter by _ Date Plans checked by Date Plans approved by s Date Sets of plans on hold in File cabinet AP folder - Copy - Department of Public Works COUNTY OF BUTTE, - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916;1538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCE NUMBER _ `— �— ZONI G a O BUILDING PERMIT OWNER TELEPHONE S6 L 2� / S0. FT. OCC. BUILDING VALUATION OWNER',S MAILING A DRESS �rM Ge R 6 CONTRACTOR•SNAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 950 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ' ARCHITECT OR ENGINEER LICENSE No. Pian Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADOREIS O r �M pL .• Permit fee $ r C-0 I PLUMBING PERMIT Filing Fee 15.00 Each Trap I 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF%, Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 15.00 Mobile Home S I G I W 1 615.00 TYPE OF WORK New❑ Addition❑ Remodel[] Utilities[-] Installation❑ Other Describe work: (:arlaevt G If G e. +Q ?b oC /P 92 -Z9 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed Under p ❑ provisions of Cha t. 9, Div. 3 of the Business and Professions Code and, my license Is In full force and effect. License No. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST. (DWELLING occuP.8, 3.64sq.ft. OR ADDNS. ACC. SLOGS. I NEW CONSTR U TI.OUT LET 5.00 NO N.RESID BRANCH CIRC ITS (POWER APPARATUS Q1 SINGLE OUTLET CIR. / Ex. OCCUp(OUTLETS OR FIXTURES 20 76a FIXED APLNS.I, Ex. OCCUp. OUTLETS P(RESID.)REA.) I 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 E— I Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. 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 Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 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. X Date Signature of Applicant — OwnerElContractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE I I TOTAL FEE $ HAz OFEES IMP FLooD COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date .Receipt No. ,(35-27 WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 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 'mprovement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address_ City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: , Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: -Name Address Phone Type of Work Signed: III- Property /Property Owner Social Security Number _ Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. R S DENTIAL 039-22-0- 440 93-247B,E EBERT, MARSHA -& MICHAEL 10306 FIMPLE RD, CHICO ADDITION/SF 93 f JOB FINALE Signature J=OK O=Not OK Not = Not Ready MOBILE MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date -Card-B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK =Not Applicable Not Ready RESIDENTIAL (: = Date UNDERFLOOR (Plans) OK except h's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-CriDDles 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except h's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V ; Test -Fittings & Anchor -Nail Protection 19. Shower Pan: Test. First Floor -Tub Access --------- ---------------------------- 20. Test Tub & Shower, Second Floor -Tub Access ----------------------------- ------------------ 21. Gas Pipe: Size & Anchors ------------------ Date - --Card B_1 -- Date- Card B-1 ------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except h's - - - 22. Fixture & Transformer Clearance -Ins. Protection --------------------------------------------- - - 23. Elec. Receptacles Spacing -Lights & Switches at Doors - -------- --- - ------------------------------- -------------- 24. Size Boxes & No. of Conductors_Stapled - - ------- - - -------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------------------------------------------- 26. Equip. Ground made up w/Meeh. Fastners-Bond Gas & Water ---------------------------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI -------------------------------------------------------- 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or -Al ------------- --------------------------------------------- 29. Range Circ / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ----------------------------------------------------------------------------------- ________ 31, -.-Eq u i p.Clearances---Panels- Motors- Mech. Panels -Motors -Meth. Equip. -------------------------------------------------- - -- 32. Clothes Closet Light -Shower Light -Spa Light --------------- -- --- - -- -- ---- - -- - ---------------------- 33. Smoke Detector ------------------------------- --- ---------------------------------------------- Date Card B-1 Date Card B-1 -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except h's 34. A.C. Ducts Insulation & Support - --------------------------- ------------------------------------- 35. Vent Fan: Exhaust above insulation -------------------------------------------- - 36. CondenEtate Drain & Overflow: Size & Grade ------------- -- 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet ------------- 38. --------- 38 Attic Access & Platform if Furnance in Attic -------------- --------------------------------------------------- 1_1 ------- Date ---------------------------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------------------------------------------ - ------ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except P's 39. Sils. Proper Material & Anchors ------- ------- ----- ----------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------ --------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing - - ------------------------------------------------------------- 42. Draft Stop in Walls (rat proof) --------- ----------------- ------------------------ ---------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub --------------------------------- --------------------------------------------- 44. Headers & Beam -Size & Bearing 'Ingle & Duplex) ,Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits --- - 53. -Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection _ 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Sidino-Nailina Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 57. Glazing Area -Glass Protection -Skylights -Plastic _ 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows •--------------------------- -Date - Date Card B-1 Date Card B-1 -------------- -- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------------- 62. Smoke Detector ------- ------- ------ ___ ------- 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection -------- 64. Bedroom Exiting ------------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------------- 67. Stairs -&-Rai-Is 68. Fireplace or Stove: Clearances -Hearth -------------- ----------------------- - 69. Elec. Outlets at Wood Panel; Int. & Ext. --- ----- --------------------- --- 70. Kit Fixt_& Appliance; Grnd._Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter -------------72.--Garage-Fire -Door: oor Swing -Landing -Closer -------------------- 73. --A.C.-Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb Air-Connector-P.R.V. In Garage: Above Floor -Meeh. Protection 75. Plb. Elec. & Mech_Equip. Listed for Location ---------------------------------- 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection -------------7;.-Insulation-Foam-Looked in -Attic ❑ Yes -------------------------- -- ----------- -- 78. -Guard -Rails Rails & Deck -Const Caps ---------------------- - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco: Brown -Finish ---- -- -- - -- - 82. A.C. Unit Disconnect. Electrical, Plumbing --- ------------------------------ --- -- 83. Vents Above Roof: Plb9 - APP liance-Firep lace. -Clearance to Openings -- - -- ----------------------------------- - 84. Water Well; Disconnect, Electrical, Plumbing ------------------------------- - -- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground - - - - - -- - - - - - - -- ----- -------------------- -------- 86. Ventilation Throughout House . _ - - - - --- --------------- ------------- 87. Glass Protection -- ... - ------------------------------- 88. Corrections from Previous Inspections - - - --------------- ------------------------ 89. Gas Test -Meters Tagged; Gas -Electric ...... . - ---------------- ------------------------ 90. Water & Sewer Connected -C/O to Grade -HD Approval ------ ---- -------------------------- ----------- 91. Energy Compliance Certificate -Other Certificates -- ---...------------------------------- ---- -- Date Card B-1 Date Card B-1 ----- --- --- ---------------------------------- -------- Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OFtPUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 1p '! APPLICATION AND PERMIT PERMIT NO. .,In ASSESSOR PARCEL NUMBER 039-220-044 ZONING A=20 BUILDING PERMIT OWNER Michael Ebert TELEPHONE 898-9921 S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 10306 Chico95926 280 R 15,120.00 'Sm CONTRACTORN Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 15,1%20.00 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 1 $ 15.00 Permit Fee $ 142.50 Plan Checking Fee $ 71.25 ARCHITECT OR ENGINEER'S MAILING ADDRESS C16688 BUILDING A07DRrSS Energy Plan Checking Fee $ 20.00 Penalty $ 248.75 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JWT-1 15.00 TYPE OF WORK New ❑ Addition ❑X Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Add Family Room to B.P. #1953 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS OR 18.50 CONTRACTORS LICENSE LAW I declare under email of ur p y p er l y (check One): ❑I am licensed under p provisions of Cha t. 9, Div. 3 of the Business/ and Professions Code and my license is In full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main service 200A TO 1000A) 37.50 NEW CONST. ( DWELLING OCCUP.aI 3.64 sq.ft. OR ADDNS. ACC. BLDGS. I1 10.01J NEW CONSTR. U TI.OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. 20 �6 p OUTLETS OR FIXTURES FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID,) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 25.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities judgment , costs, and expenses which may in any way accrue a st sai oun in onse ence of the granting of this permit._ X Date 6�`� IL3 of Applicant — Owner E]Contractor E]AgentF-1sions An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee S -! Energy Inspec io Fee $ f, j co v E TOTAL FEE $-2.33 X75;, `I HAz I DFEES IMP I fL00D I CDF PARCEL I PD Hj uE�' This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. 'TO OF PUBLIC WORKS By DateZ /9-93 y PEREXPIRES Date 9 2VZ Receipt No. 135222 WHITE-D.P, W,. 7ELLOW-A58[990R, PINK•INSPECTOR, GOLDENROD -APPLICANT yF4W.,"t�4'. .,"ti"'^""' - ( 'ir:�yz'h:l'ri�'a"re-"s'+rF,v x`'f`•",'`..'y'9r'*':r: COUNTYOF BUTTE -DEPARTMENT QF DEVELOPMENT SERVICES -BUILDING DIVISION 7COUNTY CENTER DRIVE -OROVILLE, CALIFORNIA 95965 -TELEPHONE (916)538-7541 y�/f PERMITAPPLICAT16 DATASHEET OWNER Y/ I ( hC Proposed Building Use M� be A. P. No. Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................... .............. . 4,1 2. Plot plans, 3/4 sets, signed by preparer of plans. ...... ................ . 3. Complete plans, 3/4 sets, signed by preparer of plans . ....................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and_rr!nufacturer's installation instructions, 2 sets. ........... 10. Fees of $;47�,;= ........................................ 11. Impact fees as shown on attached schedule. CJ-jjC0. yam ................ 12. California Department of Forestry plan approval/fees. ........................ s 13. Flood elevation letter (100 year flood) by California Engineer . ................. . :4 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ............ .......................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for required. .. Ire -Inspection iledoDate c ) 21. Contractor's license information. (No., Name Style, Classification) . .............. t 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner )............ t 24. Recorded copy'of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ } 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. . . ' 27. Letter of intent on building use . ........................................ .- 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30., Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 1. Existing violations/expired permits . ..........................2 �A�T �1/ f 3,2. Plan check list. .. !..Co ..6.i.4-.C......z5x 7". �ffX.....��3.. v . 33. ` 34. -� When you issue the permit, process as follows:-JTi o owner. Mail to contractor. Telephone and, for pi at office. Deliver with inspector. Other', "" ' Parcel Creation, Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to le new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date' Contractor, designer, owner, wa advised of above required data by _ phone _mail Counter by _ Date Plans checked by �S Date �1 Plans approved by Z!�jV F1y Date 2 /S Sets of plans on hold in File cabinet AP folder - Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916;'538-7541 APPLICATION AND PF'RMIT ' PERMIT NO. ASSESSOR PARCEL NUMBE �Zz vL�C7 �W d ms ber ZONING .�'ZQ G�- %q 2 BUILDING PERMIT S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDR SS CONT/RRA)�CT-OR'S NAME a o TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $ /S 2 LENDER'S MAILING ADDRESS ARCHITECT, OR GINEER LICENSE No. !/� (�j`' ����� Filing Fee $ 15.00 Permit Fee Plan Checking Fee $ $ /, ZS ARCHIT CT O ENGINEER'S MAI -NG ADDRESS BUILDING ADDRESS - I " `T/t . Energy Plan Checking Fee $ O 0.0 Penalty Permit fee $ -z r 7� :E:=71 C ICU Cc( PLUMBING PERMIT Filing Fee 1 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP WaterP• 9 I In P 7,00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New Addition tlmodelEl Utilities❑ Installation❑ Other Describe work: �ru��7 rm hj 49 P # /9,j3 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury P y p I y (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200AT01000AI 37.50 NEW CONST. ( DWELLING OCCUP.y� OR ADDNS. \ ACC. SLOGS. 3.64sq.ft./0 NEW CONSTFi UL LOUT LET NON.RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS e) SINGLE OUTLET CIR. EX. Occup( OUTLETS OR FIXTURES 20@0 76d 460 FIXED APPLNS, OR EX. OCCUp. OP UTLETS IRESIO.1 EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ �6 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 Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Feel 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 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. X Date Signature of Applicant — OWner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavot"ions over 5'0" deep and demolition or construct• ion of structures 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES '73 �s HAz DFEES IMP FLOOD COF PARCEL PD HO ssuE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date�J over Receipt No..7 J a _[ _1 oC WHITE-O.P.W., YELLOW-ASOE3SOR, PINK -INSPECTOR, GOLDENROD -APPLICANT BUTTE COUNTY SCHOOLS IMPACT FFE CERTIFICATION FORM (One Form Per Building) School District CA/(o Building Department No. A.P. Number Jurisdiction 0 city �County Property Owner IGze/G �6e Ir +— Property Location/Address �� W4 rf "Af) v �' , .t c_ a Subdivison Residential Development Commercial/Industrial 0 0 No. of Living MHI Units 0 New Lot No. [4Sq. Footage 2 8O - A dition (Group R) Sq. Footage Addition (Floor Plans reviewed by School District Personnel) District Identification No. T3 DID g- a S) (Including Exterior Roofed Areas) 2-a -93 Date School District certifies that (Applicant) (city). (State) a5 93 has complied with the requirements of Resolution No. _ �'- ��.• representing . 2TO square feet. School Distfidt R Paid by Check Number Bank Number Paid by Cash (Phone Number) (Zip Code) by payment of $ 'V c2 o& 93 Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) ' 1 COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541: OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) / signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following perscn 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 4a z -15A 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. 11 ,- � wutae vuunr� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 B U T T E C O U N T Y B U I L D I N G D E P A R T M E N T F A X C 0. V E R S H E E T FAX NUMBER (916) 538-2140 DATE/f TO: FAX NUMBER: g7W ATTENTION: REGARDING: A.P. N0. - 2 �v� o`� PERMIT NO. SUBJECT: 441/` E e-ge?e-T ✓�S��E/IOCE- SPECIAL INSTRUCTIONS: [ ] SEE PLAN CHECK LIST TO FOLLOW [ ] REVIEW AND RESPOND ACCORDINGLY [ J FOR YOUR INFORMATION ONLY OTHER:-&W6'1"IZlly4 4W17" F007-1q/62S e6&61/12&'Zj 7-0 SWPPo&--r R"u-&-V Go1-701,o-V ' . SINCERELY, (ax JOHN RjN ,, P.E. PLAN CHECK ENGINEER 5z! li -r 0///9 3 er-IL / - 9AF G REGtNELLI 11 NIC-!`; 91 E. 3 454121 / P.01 BACH AN oB t°Gore ASSOCIATES 3012 The Esoana�9E. CO, California 96926 'Telephone. (9161 342-4136 ctu TO COUNTY OP BUTTE DepartmenE oF PuSTIc wor s #7 County Center Drive Qroville, California 95965 Fax#538-2140 WE ARE TRANSMITTING: Under separate cover XX Hc-6:•th Via mdi Via U_ii.s. —Via Greyhound xx By Fax R MARKS Dake February 10, 1993 Attention Linda Project MIKE EBERT RESIDENCE `Fi Alp T P o a Job No. __ 92-015 THE FOLLO'f ING: Application No.#92-•481 New flooring calculations for the above referenced residence t)er your request. FUR: xx Your approval _ x Checking Your f i les Quotation Construction Payment Processing BACHMAN ENGINEERING 8 ENGINEERING SURVEYING PLANNING DESIGNING REGINELLI INC. 9163454121 P.02 fi 1_"11 3 r. Fr6 PROJEM 66'r -E FL77 13ACHMAN & 'ASSOCIATES 3012 Esplanade Chico. Co. (916) 342.4136 DRA*Nl CL x) /3 CHECKED: JOB NO, 9 RJAW NO.'A OF REGINELLI lf4l--. 9163454121 P.03 1 "T 31 7 ��- PROJECT- . 0 0- A-11 e -l -x BACHMAN ASSOCIATES CH.XKED, 409 NO, 9,4 3012 Esplanade Chico. Co. (916) 342-4138 7/1 OF t-iJL)' 777 P If 7771 r_ T, f! tl: 5. 0'r - J1 PROJECT- . 0 BACHMAN ASSOCIATES CH.XKED, 409 NO, 3012 Esplanade Chico. Co. (916) 342-4138 OF t-iJL)' 7771 r_ T, f! EBE1aT 2/,093 (� fit= — �5.- + 1 - (F,) WL — 15 � o . 0/0 = (/J ,C - ! 0.55 — Z 0, � S D o04 -Z2 /A.�xlZts 4.S6 72� IZ -C /o AA If -Da 2y, -g � �= �.ox7:ZS-.05o� M Ap 4'' per' E OROVILLE, CALIFORNIA GENERAL CLAIM, CLAIMANT: Michael Ebert ADDRESS: 1013 Panorama Ct CITY & STATE: racoma, WA `JM400 IMPORTANT: .Tune 5, 1992 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE , DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Refund due to change of plans. Permit #92-481B,P,E,M, AP#3922-44, Receipt #103883, dated 2/24/92. i I � ! Total Permit Fees Paid ----------------------------------- $447.00 Retain Partial Plan Checking e --------------- Retain Building Permit Filing Fee-------------- 15.00 Retain Plumbing Permit Filing Fee-------------- 15.00 ! Retain Electrical Permit Filing Fee------------ 15.00 Retain Mechanical Permit Filing Fee------------ 15.00 Total Permit Fees Retained------------------------------- 355.00 TOTAL REFUND DUE-----------------------------------------$ 92.00 i I i I I I i i TOTAL $92 UU I, the undersigned, ] � under penalty of perjyr� that the services or articles claiydhabeen performed or delivered, and that this claim is true end act as stated. ......................Dated this .................... daYQ�. --19../et ."L....• Ca...�....�.:'J;..cL�.....5...Y... ........` . ............. .............. .......C. ................................ - Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation 0 or Specific Board Approval i� (Check one) a same:-• Dated this' OrOyillg .......th..................... day or June................. 19,92 at Caur. department Heed or Authorized Deputy n /� Dep"P* .......4.4Q.-.0192 ................. c de ....42100.0. ....................... PAYABLE FROM .....CQLI PPSAIJ�S..............................................FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. N0. INV. DATE ENCUMB. GROSS AMT. COUNTY OF BUTTE Cf 1� BUILDING DEPT c- N Q 8 1992 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County C91hter Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ERR IT NO ASSESSOR PARIV_L NUMBER /1 R /V ZONING ,V — Z v BUILDING PERMIT OWNER All eH19e /_' F/2 i ��� _S-6y'_/a TELEPHONE S-/ S0. FT. OCC. BUILDING VALUATION 3 OWNER'S MAIL I G AD RESS CONTRACTOR'S NAME 1TELEPHONE CONTRACTOR'S MAILING ADDRESS 1613 a 1f.-r,%geo s v ".4 • 18966 Fir place /! Total Valuation $ CONSTRUCTION LENDER 40 LZ!%� C' r2 LG F /il/!� W E %f UNKNOWN LENDER'S MAILING ADDRESS /o 13 1` 8tJoizc#w-,v ON' 6J09 S rrV66 Filing Fee g 15,00 Permit Fee g ARCHITECT OR ENGINEER 9� L/D,UIP� O �/�/L �`L1N� LICENSE NO. Plan Checking Fee g Energy Plan Checking Fee $ d AR HITECT OR ENGINEER'S MAILING ADDRESS O. A30 x /G OL/S- SV/:�T/oN �/3�r Qee !i!/� X96 6 Penalty g BUILDING ADDRESS ( VL, &0 &- " o c2Turu IPAI/L J,,/ l Pr P Permtt tee $ PLUMBING PERMIT Filing Fee 15.00 030 lr1 [•= DI!-es��f SZrnA..vvr-�,e s Each Trap 5.00 15. -a Solar or heat pump water heater -O 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP PM 86-cok Water piping 1 7.00 49 •t9 Each qas water heater or vent 7.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New�f Addition❑ Remodel❑ Utilities[] Installation❑ Other[] Describe work: r/Q,!'j/l �� _ EA I Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions' Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A, 37.50 NEW CONST. ( DWELLING OCCUP.!\ OR ADDNS. ACC, SLOGS. lI 3.6Csq.ft. NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES 20 764 R AL- 460 Ex. -Occup. ou LETS (RESI0A EA.� I 3.00 Temporary service 15.00 Mobile Home Facilities =1 5.00 Misc. Wiring 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. jj 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating �Q Cooling g Hood 6.50 Ventilation�� permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County or Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities judgments, costs, and expenses which may in any way accrue against sai ounty in copse/gnuence of the granting of this permit. / X Dated 6�!�' Signorure of Applicant — Owne Ccnrrocter ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" dee and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection/Fee $ co sTr E TOTALE �) HAz DFEES I IMP FLo cDF PARCEL o HD ssuE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. — �3 WHITE-O.P.W., •EL LOW- ASSESSOR• PINK -INSPECTOR. C LD NROO-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION p 7 COUNTY CENTER DRJVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET /J Permit No. OWNER /7 i L 4- C �14 � A. P. No. 3 Proposed Building Use VK�_r Building Inspector Date G At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ omplete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation "structions. X10. Fees of $ ���.....c • ............................... 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13• School District fees paid .............. 4. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. 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 ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... y ?W. Letter—of signature authori on ................................... 26.,-, C - * S 27. When you issue`he permit, process as follows: Mail t o er. Mail to contractor. TF" Other Sand hold for pickup at _ `'�ffice. Deliver w/inspector. 197/-- A A Appl ica Date Copy of H.dz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not 1. Index permit for above items No. 2. Additional items required: cked above). Contractor, designer, ner, was advised of above required data b JK LS q y_phone�nail_counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l_counter by date Plans checked by _2__ Sets of plans on hold in Copy—DPW Plans approved by ile cabinet AP folder Date Z M .-.�,°v.-,y.,,�y�,+'°".y,,t':.�^ -rte+.r�...y—e,�,:-•�.r„�'•,.•+y.i,.�'r'�'�'�';4•,�',f'3r'ay".`"'Hi:'+'i`:`fnr,��Y�`; ��� cN.y,i; ly-"ikn¢r....ws'rte.-e+�-v•;r�,.•,, COUNTY OF BUTTE - DEPARTMENT 'OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLIE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 ' PERMITAPPLICATION DATA SHEET IM/esA/I '� Permit No. OWNER `'yI f,/I L /� �. CBEiL7" A. P. 3 J�—Z Z —� l Proposed Building Use Building Inspector Date" At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED All items have been submitted. 2. Plot plans in duplicate/triplicate, signed by preparer of plans. lIf7U.! E'- 3. Complete plans in duplicate/triplicate, signed by preparerof plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ............................................ 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .. G.Rih�5� Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation Instructions . ,..e. f ......... L00110. Fees of $....................... . 11. Chico Urban Area fees paid.... ..:::::......................... S Park feespaid,,,, �..�. J L C.—tI ool District fees paid ............. . Sanitation approval,from C a Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use:- (B) Parking: 18.ITfrprovements may be required. Contact Land Development Section DPW 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 wner-Builder Verification (Given to owner ❑, Mail to owner ❑) .._ 4. Recorded copy of Agricultural Acknowledgment Statement .. ...... 25. -etter of ' ture ut ri ation _ 26 L ! PO - � .......:7.... -IL 27. When you issue t e permit, process as follows: Mail o ner. Mail to contractor. Z�nd hold for pickup at /office. Deliver w. /inspector. Other Appl ican Date7— V• Copy of Haz-Mat for rr� n eal De t. Fire Dept. _Air Pollution Date Copy of plans sent / M alth epXixtyD�pt. Other Date By. The following data Int-beT0tmT tteXt rprior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. /o /a / � / 'j�. /9 , Zq, 26 2. Additional items required: Contractor, designe of above required data by_phone—L-naiI—counter Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by l.,.,_- .. 9 Sets of plans on hold in Copy—DPW Plans approved by File cabinet AP folder Date TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance `1 4 miner Location AP# Plan Approved for: Hold final for: Final clearance O.K./for: Clearance for NOTE - * * * Se*ease Disposal / om more - home . Other Water Supply Water Supply Water Supply Date Senita ian 3q- Z2 - \ �t�� DEPT• cH�-�-��s PWGr.,f.vT $4-47 ............ UGf � 77� f Or n4 d "Od toil w� o �Q ('I , GA:�-A'',2 j COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 • APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 039-220-44 ZONING A-20 BUILDING PERMIT OWNER Michael A & Marsia Ebert 206 TELEPHONE 64-1251 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1013 Panorama Ct., Tacoma WA 98466 CONTRACTOR'S NAME Michael A. Ebert Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER Donald P. Gardner LICENSE NO. Plan Checking Fee $ Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS P.O. Box 16045 Station "B" Greenville SC 29606 Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 030 Fi:n le Rd. Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New Addition [J Remodel❑ Utilities❑ Installation❑ Other Describe work: New 3 Bedroom Single FAmi 1 y & DetarhPd Garage Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 200ATO1000A) •37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I' as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.8d) 3.64 sq.ft. OR ACDNS. 1 ACC. BLDGS. // NEW RESI.,CONSTRANCH TLET NON•R ESID BRANCH CIRC ITS @ 5,00 CIRCUITS) (POWER APPARATUS 6) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 FIXED APLNS.❑ Ex. Occup. OUTLETS (PRESID )REAJ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you becomesubject 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 Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree 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 ounty in consequen a of the granting of this permit. X 7, Datec2y&4172— Signature of Applicant — Ownef� Contractor EJAgentElsions • \work An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz I DFEES I IMP FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provi of the Butte County Code and/or resolutions to do indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS � By DatePERMIT EXPIRES Date Receipt No. 1038. PC $447.00// WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT OWNER 5 RESIDENTIAL PLAN CHECKING GUIDE (S.F.,,DU,PLEX & MISC. ONLY) J 1 Y 1 Bldg. Permit # A.P. # 5q- Plan Checker 2_ GENERA Zoning requirements: (sideyards and number Valuation. �- Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 8/91 of permitted living units). 6. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7. Recorded notice of violation. PLOT PLAN 1. 2. 3. 4. 5. 6. 7. 8. Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. (noise, CDF; fire -sprinklers, non -comb - Building or utilities across lot lines (Record form). 1. Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Sec. 1205). 3. Required windows for second exit (Sec. 1204). 4. Skylights (Chapter 34 & Sec. 5207). 5. Human impact glass (Sec. 5406). 6. Required room sizes, ceiling heights (Sec. 1207). 7. GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). 8. Light fixtures, switches, receptacles, and.exterior receptacles for main- tenance of mechanical equipment. 9. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 - 3`0" exterior exit door (sec. 3304 (f). 12. Fireplace and wood stove location, alcoves, and clearance. 13. Smoke detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1. Standard bracing or engineered design (Table 25V) 2. Unusual shape, size, or split level -house requiring lateral design. 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5 Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building 8. Roof construction details complete enough to construct building. 9. Fireplace construction details and talcs if necessary. 10. Rafter ties or bearing ridge beam. -11. Garage door or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection required. 8/91 RESIDENTIAL Pj, N CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR I. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 2. Guardrail details (Sec. 1711 & 3306(j). 3. Brick or stone veneer (Chapter 30). 4. Exterior plaster - weep screeds (Sec. 4706). 5. Proper roof pitch for roof convering (Chapter 32). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 11. Attic access and ventilation (Sec. 3205). 12. Underfloor access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. CDF responsible area requirements. 0.2 0.776 (SMs, Fa = 1.335) r 1.0 - 0.429 (SM 1, FV = 1.962) Conterminous 48'States 2005 ASCE 7 Standard Zip Code = 95928 Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.526 (SDs) 1.0 0.295 (SD1) Period Maximum Sa _(sec) 0.2 0.543. (SDs) 1.0 0.312 (SD1) ..Period Minimum Sa (sec) (g) 0.2 0.517 (SDs) 1.0 0.286 (SD1) uVo !LV UfffY UILDING DIVISION APPROVED 06D SSS o.7S ; �� Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 95928 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.009999999776482582 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.597 . (Ss) 1.0 _ 0.227. (S1) Period Maximum Sa (sec) (g) 0.2 0.627 (Ss) Period Minimum Sa f BOISE, Single 3-1/8" x 9" BOISE GLULAMTM BC CALC@ 2.0 Design Report - US 1 span I No cantilevers 0/12 slope Build 276 Job Name: Address: City, State, Zip: , Customer: Code reports: ICBG 5745, LA - 01365 B0, 3-1/2" DL 34 lbs RLL 3,350 lbs 24F-V4/DF Roof Beam1RB01 Monday, February 22, 2010 13:20 File Name: BC Description: R601 Specifier: Designer: Company: Misc: 61, 3-1/2" DL 34 lbs RLL 3,350 lbs Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 1 BC CALC@, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM'TM SIMPLE FRAMING SYSTEM@ , VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Wood Products, L.L.C. BUTT COUNITY BUILDING DIVISION' APPRO"' Total Horizontal Product Length = 10-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Unf. Lin. (plf) Left 00-00-00 10-00-00 670 n/a Controls Summary Value % Allowable Duration Case Span Disclosure Pos. Moment 7,702 ft -lbs 73.0% 125% 5 1 - Internal Completeness and accuracy of input must End Shear 2,679 lbs 43.1% 125% 5 1 - Left be verified by anyone who would rely on Total Load Defl. L/310 (0.369") 58.1% 5 1 output as evidence of suitability for Live Load Defl. L/313 (0.366") 76.6% 5 1 particular application. Output here based Max Defl. 0.369" 36.9% 5 1 on building code -accepted design Span / Depth 12.7 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with % Allow % Allow current Installation Guide and applicable Bearing Supports Dim. (L x W) Value Support Member Material building codes. To obtain Installation Guide BO Post 3-1/2" x 3-1/8" 3,384 lbs n/a 38.1% Unspecified or ask questions, please call 61 Post 3-1/2" x 3-1/8" 3,384 lbs n/a 38.1% Unspecified (800)232-0788 before installation. Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 1 BC CALC@, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM'TM SIMPLE FRAMING SYSTEM@ , VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Wood Products, L.L.C. BUTT COUNITY BUILDING DIVISION' APPRO"' Y Cv STRUCTIQN F-RHMIN6 P E C 1 L I MAIL TO: PO Box 238 Durham, CA 95938 T: 530.342.5844 F: 530.342.5845 Tp� p g ". Email: cfs(a.cfschico.com JOB INFORMATION DATE , 2/18/2010 PROD ECT MURPHY 672 CUSTOMER Mike Murphy ADDRESS 10306 Fimple Road- Chico, CA COUNTY Butte I NOTES: S T 5 MEMOop []Shop Drawings ❑copy ®Sealed Drawings Submittal' ❑Field Set DESIGNER: Becky Marshall ENGINEER: TRUSWAL SYSTEMS 800-322-4045 Apprvd Inspection Agenc)r. CONTINENTAL: 916-718-5217 P.O. Box 785 Lodi, CA 95241 Job# :100027 t''I,J55 PAa15 Standard Brace Petaik ® 5012-01 Tru5512rawinq Notes ® 51312-03 Web 13racinq ® 51312-05 Alternate Brace ® 51312-09 Lateral Pracinq Gable End 12etail5 ® 6EP-12 Gable End 12etail5 ® 6012-14 Wind Load Pracinq ® GE12-16 Gable 13racinq ❑ GE12-18 12utch Gable 12etai15 Nip P200f 12etai15 ❑ Hp12-21 End Jack/ Pafter 12etai15 ❑ HFP-22 6' 5et Back ❑ HI?12-23 Pre55ure Block ❑ HPT-24 Nip Connections ❑ HI212-25 End Jack Connections Specialt�l Petai15 ❑ 512-30 False Frame ❑ 512-32 Ladder Frame ❑ 512--5 13earinq 131ock ❑ 512-36 Nat rru55 ❑ 512-59 Valleq fru55e5 G?y - OL't Z. BUTTE COUNTY BUILDING DIVISIOP APPROVED ROOF TRUSS SAMPLE DESIGN Truss.San)gle Truss 10: HUUIF UTY: T k� b-cing rewl'ed'at each 1 -ti.. Fr REAM I Dept itnensions am -d date" 1111001-1*1 on AtaInOM:�.-M.d ) L -EB .9 . tAPP19's MF �u'-Puv, feet-inch-116ths . 2.6 In =3: hand span,d Z, Pc : S 14) lb Rid �4 SPF 431#2 -CAN 1 WIS .51" IS THE C24MSTTE RESULT OF �141 lb, IT& REQ -0 ix """or, HL KULTIPLU 'a"- INS tr�S is deMgV sfp the tised 66 A at eACh bearing tmtm, 7hmr 01.eabl- = .,.LO C sw- Lead t I Id Chord pitch,'i!appl!cabld R.�� at , 59 .0. Ct fool), 93 CeR.O1BTCN (REFER 'ch 1COOTNO to a ded lb roo-c- V d. s.,i%ay 70 M, V.'=d !Ti, t:. V -Q III "d*d MIR S. r. at PC do Lw7th 34.00 ft. Bi it F13 (inches per �Ig if d -I to nt r -1 - d! teggr ree ph ept be n1 1�' egts 1,63 height . �19.ga r. . 90 prevent A. I Lead too ppssf 01, IC '="Ir" v 0. Das Dora 1. So T'� ad .4 -n -t. W CT.W1 ry Bearing information andvidth C 7�!bAM& , 7 LOAD US' WtLSIAW LOAM .............. Fcl'requirernents DI, 1*111 L*,,, 1, ': 0" - L r__j TC V<I- 0� 0 1 0 0- a Q:i; A70:00 20 D -4 SSE: TC Vert No go 6-'Q- 0 N.: 0, 0. 00: ad 0 0 al, RD Awliqatillk.desjah loads: x 1.157 0.57 Bc '.rt 0:'0 0 0- 00 - OZO 00 3 00 Its X. W.' itirl'U. TC 60.0 .1- 0- 0 1.00 TC Vert, 60:0 31. to 1:00 Acgusqnerit�faciors,.to lumber and metal SC vert22S 0 lzn 0 0 0.67 ag: Vert5.0 IP- o -.'O 0.61 connector plates spacing,'and design specification 12 4 1 2 3' 14 .�5 6' MOO Beafririg-rekll6rl force(pbufids)- El A+4 Metal connector Oi6te types & sizes 1.4 Lumber size, specie,,and grade for, HJ each member V D-3. 16 SH P Combined stress Index for websond 3.10 310 Mchords xx 0.4.3 34 4-6 s --'5-O Maximum compression and tension " 34 B2 W.3W Filforces for webs and. chorgs� (pounds) A - .1 -1 '4 "'T 'nFD U 1414 . U.- SBD w 01 30" 10 .12 13 bEAL [n%latcuiateciLl-deflection ratio q deflectioiri�magnitq6es (Inc*hes) Required-truss�.member.'bracing Ellocation ❑ innvnl lirstem 4orgiiwdor plates are 20 UL untess vb6mi by Mo (11 p" oW (15 jfLor ^Wr. (high straingth'20 U..posibaried PtrJOW DOUR Reports aV&Itkb* 1110111 ThfSVM SO(MM Child Plate$ OW fal" ft.0 PWIS are 003tiothed 29 snow,above. Important genefall nq!ps.arfd.des1qn asSUrnptiURS WARNINGRead all notes on. this sheetand We acopy ofifto the Erecting Conrivactoi Cuss TrussCorvany 0: firive-Y-6aeple-1.00005-300001 Osgnr: Ac - 5l, wr: 174st TC Ll ve Dead .40.00 I?gf 10.00 w ftffoCS I P-1.1$ Rep Mbr (Ind 1.00" 'M�Dblr' IT TRUSWALnaeaaYg I.M. peda7. naP,TC nm U LU YS SYSTEMS BC Li ve 0.00 P5f 00, ens E F BC Dead 10.00 P51' 0; C. spad 2-.0^ 0 "Mm =1 OV.Wy SWEIGIIV �C.. 1A, N, I- PW V4WA 0144. .1. 91 OOrdft O.ign Wr' IBC T"LUS R.- T 6. 472's 6:0.M" Imoo TOTAL 60-00 Psf DER PATFO:LZ240 TC:L/240 fX I L SBD w 01 �2=8d 'NA{L5 M? OTANDA ZETA L #3 . . . US O WEB ERAGIIV6:DETAIL5 cvNDiTiQN�#It R�1RA1�lT`o� LA'il`RAL BRAGIN6 COV ITION 42: 'T° BRAGS . MTALL.rATION'" Q FOR Wim, RE61RIN6'THO __ W GONTINLIOUS LA'F>=kAd. WEB MEMBER:REOIJ1R�S BRAGEa,l15I~.Sit�ILr4R BRACING AT mv-L:EN&TH. DETAIL AT 1/3 AND 2t3:OF NOTATION SHOWN ON TRUSS, (WTIONs :S 7 13UTTE--OUNTY CONDITION #i: WHEN,,TRUraS wPvT FROVIVM 3 OR MORE 5IMILAR BUILDING DIVISION PLACE GONTINIJOtJS L:A1'MAL,MACINS APPROVED AND, U5E DIA60NAl: BRACING: FOR RI7RAINT. FER ©1.1'AIIS BR4GIN6 MER: RDOF 5IIE, TFiINf' IX4 MIN. WNTINJOUS LATERAL SWINE A5 REQUIRED BY'EN6INEERED' TFM MAWIN65. . � iMiLAF2�TR115SE5:' _ SM 'HINTME !Mi oo :Ix4•MIN. DIA60NAL BRACING NAILED To FAR 51DL:'oF LATERALLY BRACED WEB: -F AC.E AT ,END:OF.LAYoUT'AN[? AT GEII.IN6 �APPROX. '20 1'T.:IN'iERVAL5. CONDITION , 2:. WHIM *.CW"L.AYOtIf :DOES NOT FROYIM:, olk j RE ISIMILIAR� ADJA ENT TRUS5I , .L6E "T° BRAC.E,ON.EACH WES 'RE-601R1NO BRAGIW6 FM DETAILS,. NOTE: I .7r BRACE' TO' BI Of THE 1 4SAME MATERIAL,AS'INE TR1J55 WE•BF31N6.. 2. "T° 13RAGE 15%TO BE ATTACHED WITH lod COMMON OR 80X NAILS AT V'0.6. BRACE LENS*. MIN, OAi40F WEB L:EN6—m- 4T,; BRACE SM116N A A A. ;X TRUSWAL SYSTEMS 4445. NORTHPARK DRIVE, SUITE 200 COLQRADO SPRINGS; C0.80907 (8d0):322-4045 FAK(719) 598-8463 C001003160 5/9103 Users of Truswal. engineering: TX01087001 The TrusPlusTm engineering. software will. correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and -approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ltTM or a 1 x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per .the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not,building system bracing): 1, A 1x4 or .2x4 structurally graded "T brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 1 Od common or.box nails at 8" o.c. if only one 'brace is required, or may be nailed to both edges of themember if two braces are required. The "T" brace must extend a minimum of 90%q of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailedto one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required, A minimum of 2x6 scabs are required for -any member exceeding 14'-:0" in length. Scab($.) must extend a minimum of 90% of the members iengfh. 3.. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building designer. EXAMPLES 2. 90% L 90% L Please contact a Truswal engineer if'there are any questio I �L STANDARD_ DETA! L #o f O .. .. 6-5.12 XE TRW BIOC Jff6 AND'BRAGIN6' 1 &ATION= ,AT BEARINCI' ALLS FOR CANTILEVER, STUB; OR -INTERIOR. Y.1 NDITION FOR 'TRU55'%MORT ONLY; NO SF�AR.TRANSFQ? i�1:LOW6o. BUBU BUT -1 - Ir C;�Uj� �: 2 ILDli tG DIVISIC)IN 2x4 dFL,STANpARD' PAIR OF DIA601,k CO TINL"rLATERAL BRACING AT 20-o° APPROVED -3RAGN6. O.G. MAX, 2x4 DFL STP, LUMBER A, ROOF 9 THIN6 Ck si ° To 4>; arzOxi 2-IOd�NAILS TYP- '�p BIrARIh16 WALL., . , . ITEM X13 . 2x,BLOGIGN6, M'4TGH BOTTOM CHORD DEPTH: USA6� GOWTPOLS, � TRllS� FOEFrM : TR1155 ��TH LE56 THAN 24 —:ITEM°i3'ONLY' 24i•AND 6REATER-4 ITEMS #1,4,2 3 GONTItJU05 LATERAL BRACING; ALT. SRAGIN6 LOCATION. DIIti60NAL; BRACING:. IRM, HS AT SUPPORT. Pit:MUST BE WITHIN46 OF •YERTIGAL, 2k. BL'OGKIN6 . BI=ARIN6 Wa1.L: 'S6G716N A -A . CABLE END DETAILS', LUMBER SPECIFICATIONS: ;SHEATHING: ON ONE 'FACE, REO. 2X4 #2 DF -L CHORDS SHEAR DESIGN BY OTHERS •2X4. STD, DF -.L STUDS 16-14' 10 -OR 20-10-10 P.SF, LOADING CU 2k4 70 MPH .WINIJ LOADING cuTDUT FOR 2X4 TON FOR FOR CABLE ASSEMBLY; GREATEW714AN 5'-10� IN HEIGHT o sn,o' SEE: GE72.• ADD-ON SANE SIZE AND GRADE'AS- 164„NAILS AT' 12' O.C. .. _ �. .. 'ADD ON SPLICE TO'OCCUR' VARIES AT PANEL;PQNTS WITH CLUSIERS'l2-16d' N AILS' A 3-5 OUTLOOKER DETAILS HORIZ. VENT MEMBERS NOT REQUIRED S;,o N�! 15-3tONE':;SIDE•AND,(2) 14 CA AGF 2'. STAPLES ON ;OTHER -SIDE `�2 I {� `� c���S, OR (5) 2” 16. Oo.: STAPLES �'Q2 Z ,.. c i , y Z I o m , in VARIES N 055982 lo g ' a E pp 2/ZB1 /02 3-'5 MIN. OR M£ Si E PLATE AS -ON S �'l Nk � 9 3- 5 CF CAIY�5: FULL BEARING WALL CANTILEVER nOPTIONAL A �--� h� UP TO 24'. O,_ C, UP TO 48" WITH STUD ® WALL UP TO 24" NO CHANGE �Lii + SEE OUTLOOKER DETAIL, SEE DETAIL �' y CIO/, t 2. � _ i 2• _ 16d -NAILS BEVEL•CABLE'END'FRAME` DIAGONAL .,BRACE' Al CENTERLINE'DR AT GABLE END fRAME 18'-0" O.C. 2X4 DIAGONAL BRACE AT _ CENTERLINE OR, AT 16'-0" :O.C. TRUSS 45 DEC. MINIMUM. BRACING DETAILS - SEE -STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS 16d AT 24" O.C: BEARING CONNECTIONS- ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD, DETAILS ON THIS PAGE ARE SUGGESTIONS ONLY AND ARE NOT TO BE UTIL12EO WITH OUT -THE BUILDING DESIGNERS APPROVAL_: SECTION' ' GED 12.-1" ' SEE TPI HIB -91 .FOR OTHER' BRACING 'RECOMMENDATIONS Optional vent 34 GENERAL GABLE DETAILS FOR WIND LOAD BRACING opening Per design drawl Max. 12' save 16 ng:. unlw noted on i drawing., Pitch per design 3-4 3-4. drawing. Gable End Tnus to 'M1g1 1`nI . v v a u u O a- - u 11 181. OI 7 Connector plates shown are forexampM only. See actual truss design lbrtogwad plate ages and wW taNan Skr-fuiatgatNo busses of generally have dTaponal and v&*ca1 members oMer Mat those strown above. Adequate &WW or to"affs maybe i seq'and should be used to amid any overlap WM primary ahtrCbual Plates. Gable buss is co tuous bemina exoeat as may be rioted on mdivi&atdesign a:bewinga END (FACER VIEW Brace Interval es' specified on the: approved ohgnlrmWng drawing or standard detail or chart. a -d I ®RTI�i7. W 2aL strongback ]or) brace exp back, of ga* braced with - 45 degree diagonal ryp.) braced to root DWG# 0002065035: nailing of diagonal brace, attached to sheathing and tnms each and. No. Truss spadnge'per designs., Mir Mair.) I WALU BE SUPPORT at retau)re bracintal ' SIDE VIEW rv� a �v��r�r v ��vv *A"—r %I-- .L. ■ f�a�W (�GV(Vn6�Gn i7 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE ; T) ALL ITEMS 1-6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS" RESPONSIBILITY OF THE BUILDING DESIGNER{ PER THE LATEST VERSION OF ANSIITPI . APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW, , REFERENCED BY THE MODEL BUILDING CODES. 8) WEIGHTS OF ANY MATERIALS LISTED IN"MUST BE ACCOUNTED FOR, EITHER IN 2)' TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD' NEED FOR WIND BRACING. AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED_ ARE INDICATED BY "LOAD CASE #I- CHART ON ,THE DESIGN DRAWING. ABOVE: THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED; AND THIS SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE STANDARD DRAWING 7X01087001-001. FACE OF THE GABLE TRUSS AND AXIAL. STRESSES CAUSED BY THE INDICATED APPLIED 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT ZX NOTCHES CUT INTO T CHORDS TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY. BE THE LID LIMIT OF 50 FOR COMPRESSION MEMBERS AND_ USE 80% OF THE NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND LENGTH (i.e. FOR 2X_ LUMBER. THE MAX. -BRACE INTERVAL. MAY BE r T). ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. 4) IT IS A8SUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING_ WALL EXCEPT AS MAYBE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, 0 SSt SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR QR U BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 8) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR I DRAG LOADS) HAVE NOT. BEEN E UT E CO _ h�Q.eyEss9 Ett7 CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF UN Q THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. L ( � G Di VIS' Q N'. C S RI rn THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPiICATION ; 1 I £ SHOWN QW. IT IS NOT WiTENDED TO REPLACE OR SUPERCEDE ANY SIMgJ1R- 11.�E D * DATE: 3/2012702 DETAIL THAT IBI HAVE BEEN PROVIDED IYTHE BDEQUA DESIGNER. ITIS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL �1' C / V � `' �4' REF: I IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT 0CA1:IF��� `_____' APPLIED TO THIS OR ANY SIMILAR I$SUE..TRU$WAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. DES;. GED - 14 PEAK -PLATE:.' - 3.4`'12x41 :5.6 (2x61 6:6 (2x8) MAXIMUM 1'=O' EAVE WITH "BLOCKS @'32,"o.a-Oft "2'-0' EAVC 0" ;6 MAXIMUM ' MAXIMUM, WITH 4k2 t'2'OR BTR. BRACE"SPACINQ OUTWOKERS CUT.INT,O.'OABLE I : 32'0.0- 2x4 BRACE. )t 2x4`/2. MINIMUM CONTINUOUS 6TRONOBACK BRACED TO ROOF STRUCTURE'AT 6'-O',MAXIMUM:., STRONGBACK AT; 2x4 STRONGBACK BRACED t 4'-10' CLEASPAN, 70 IMPH ." AT EVERY 8'•0` MAXIMUM 1.6.3,,TYPICAL 4 1.6'CLEARSPAN 80 MPH CONNECTION,.. MINIMUM GRADECHORDS AND STUDS 2x4 STUO/STANDARD.. 1 STUDS TO BE MAXIMUM 24.o;c.. .jWALL'BRACINQ!PER BUILDIN( DESIGNER ' HEE PLATE:- 'TE: ,34 41 6.6 't x61 i 6.6'12X9) !!! SC SPLICE;' 3-4 12x4) WALL 2x4 CONTINUOUS OACKING i CONTINUOUS BEARING A 6-6'i2x8i _ WITH 19d NAILS:AT24' o_.a &8;(2x8) '' A - I TOTHEWALL.-PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN, NAIL REQUIREMENTS SHOWN) MAXIMUM 40 PSF UVE LOAD. SHEATHING TO GABLE 294 SOLID, BLOCK WITH 3.1Gd. NAILS Sd;AT 0' 6x. GABLE STUD EA. END AND Bd NAILS FROM SHEATHING eO MPH WIND EXPOSURE C. TRUSS, Bd AT W o:o.' TO BLOCK AT Wo.e. LESS THAN}20'-0e, WALL HEIGHT. --�• I ' 1-16d 1t1d AT 24 • 1i:o. O��S iejQ CING IC M DETAILS / 2•.164 .1 Got, � t K`NOTCH iii 32' o.o: ► AT , \ SOLID BLOCK 24'o.a. WITH 2.18d TOE': i4dol 60 Q 2K4 BRACE NAILED EA. END 2.18d.' ci NG. Q' m ac �D _ �, ULA Nil WITH 4.164 NAILS, Exp - 1Q/ .1. Ir IN Lii V . �. � WARNING Read jilt notes on thole. sheet- and lve a o0 of 9 to the Ereot/ng Contnumlo • UI�(r 9t'AGINO DATE rno .r r O. u ru, an rrnvaurd Oriadrrrp Wmpenenl:. a nsa Oean OAsud ar spacmcsrrons turniaaa by dre dempd0snl manubctuerand OaM-M "u l 2/11 99 CONTINUOUS ! IS On �. . AcmMOMI ;n. rn• Nrront vowan.01 iPl and APPA larva man"roa. No recpa ftvioy is assured Iv CunanaWial AC6.=y. D..40"Im � aw • to no ivr mr or mn omyol,bm menMactum andlm wwdr c rlstWpilo to pito taw--vion Tt* OugdUW desi9net &Wsaesrtaat d;r IM Io0da T!■�' wa�ea mr des aw:dn man ar areaad drs WOUMIIj mpotod W Uro-IO41 taNdrtq rade. II u assumed IriW Ini IOD Chord 41Ater0ey OraeeO Or tars ■ roof or Irnyr stMoarnrrW cr!d the r»eom chord, ra ularany braCaO by a n0p snaigNaip mit0nat ONCCIty attaTfroa. uw� alh0nrbs rWtoa tR0c4v iir ore... u Wr wa,.r auv0on el eumpononu rnernu n onq ro rwueo hyeswv WnWh- The eompononl SW no! W placed in Any trnvWCOMWO OW C"19 OW MM111Ws CONsN 01 the VOW 0sc0ed 19% aaWWmse CdrNN(iW Ot010 WrMWA. Fgbric I1.tWAN. Mmperld 91ae0 Vaswm.h ABLE DETAILS IrI�SWAI'.iT^ ktE s COHPORA110N ft'M"ncs "h 014 U10" aturtlsrda. 'TRU9COM MANUAL' OY TMWAI.. 'OUAUTY CONTTWL 15TANWO 1CR METAL PIAT-0001NECTED •. .. .. WOOD TROUT- - (03441), 1"OLM WITAt M AND, WtAONG METAL PUTS CON1$CTED WOOD TRAWS' • (N18 -0I) YM.'M "I co SUMMARY $rlEtT' try'TW � The T1wa P4lemat"o (TR) Is Wg tad q M3 oonoew Orjw. IcamaOn,.WkCl~l Y�T19. TheAmsnGO Paras VW Ill" AuOGulcn (APPA; is WAboo, sl U50 CO&V01M Ave. Ht11. 810 M. Waalan0ldrl, DC 29056 GED,- 16- ,rJ GENERAL NOTES NOTES GENERALES Trusses are not marked in any way to identify the Los trusses no estan marcados de ningtin mod? que frequency or location of temporary lateral restraint identliquelafrecuendaolocalizacidnderestriodiinlateral and diagonal bracing. Follow the recommendations y arriostre diagonal tempordles. Use las mcomendadones for handling, installing and temporary restraining de manejo, instalaa6n, resb7co6n y arriostre temporal de add bracing of trusses. Refer to BCSI - Guide to los trusses. Yea el folleto SCSI - Guia de Buena Practra Good Practice for Handling Installing, Restraining Dara el Mangio. Instalad6n. Restricccin vArdostre de los &Bracing of Metal Plate Connected Wood Tmsses de Madera Conectados con Placas de Metal*** Tniccac*** for more detailed information. para informad6n mos detallada. Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar permanent lateral restraint or reinforcement for las localizadones de resbioddin lateral permanente o individual truss members. Refer to the BCSI- refuerzo en los miembros individuales del truss. Ilea la B3*** for more information. All other permanent hoja resumen BCSI-B3*** para mos informacidn. EI bracing design is the responsibility of the building recto de los disefics de arriostres permanentes son la designer. responsabilidad del disenador del edifid?. AWARNING! The consequences of improper x. handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. ' a� iADVERTENCL41 EI resultado de un manejo, � t levantamiento, instalacidin, restncddin y arrisotre incorrecto puede ser la caida de la estroctura o rF w 3 a6n peor, heridos o muertos. +' A PA! lam! ® I Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. oL, o WAUFUN Chapas de metal [ienen hordes afilados. Lleve guantes y lentes protectores cuando Corte las m ataduras. HANDLING - MANEJO ENM Avoid lateral bending. A cAmonI Use Evite la flexi6n lateral. special care in windy weather or near power lines "05k and airports. Spreader bar for truss pPp yam. y Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. awpvpo ,[Irl]r The contractor is responsible for properly receiving, unloading and storing O O the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. 0 Use proper rig- Use equipo apropiado EI contrabsta tiene la responsabilidad de ging and hoisting para levantar e recibir descargar y almacenar adecuadamente equipment. improvisar. IDS trusses en la obra. Descargue los trusses en la Berra liso para prevenir el dan"o. Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in contact with the ground after delivery. If trusses are to be stored horizontally for more than one week, place blocking of sufficient height beneath the stack of trusses at 8'(2.4 m) to 10' (3 m) on -center (o.c.). Los trusses pueden ser desrargados directamente en el suelo en aquel momento de entrega o almacenados temporalmente en contacto con el suelo despues de enbega. Si los trusses estaran guardados horizontalmente para m3s de una semana, ponga bloqueando de altura sufidente detras de la pila de los lasses a 8 hasta 10 pies en Centro (o.c.). 0 For trusses stared for more than one week, cover bundles to protect from the environment. Para trusses guardados por mos de una semana, G cubra los paquetes para protegends del ambiente. Refer to BCSI*** for more detailed information pertaining to handling and jobsite storage of trusses. Vea el folleto BCSI*** para informadbn mis detal- lada sobre el manejo y almacenado de los trusses en area de trabajo. DO NOT store NO almacene unbraced bundles verticalmente los upright. trusses sueltos. DO NOT store on NO almacene en tierra uneven ground. desigual. RY SHEET - GUIIDE FOR ns over 60' may require Complex HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES �INSTALLIING, RESTRAIINI�NG AND BRAC�IING OF TRUSSES tg. Please always Consult a Registered Design Professional. (S) DONT overload the crane. Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior NO sobrecargue la gn)a. 10'(3 m) D.C. max. (S) NEVER use banding to lift a bundle. 30' (9.1 m) - 8'(2.4 m) D.C. max. NUNC4 use las ataduras para levantar un l / 45'(13.7 m) - paquete. 60' (18.3 m A single lift point may be used for bundles with 4'(1.2 m) D.C. max. 80'(24.4 m)* trusses up to 45'(13.7 m). de 4 trusses. Diagonal braces Two lift points may be used for bundles with every 30 truss spaces 10'(3 m) - 15'(4.6 m) max. Same spacing trusses up to 60' (18.3 m). Use at least 3 lift points for bundles with trusses WARNING! Do not over load supporting structure with truss bundle. Note: Some chord and web members greater than 60'(18.3 m). iADVERTENCIA! No sobrecargue la 3) BOTTOM CHORD - CUERDA INFERIOR Puede usar un solo lugar de levantar para estructura apoyada con el paquete de paquetes de trusses hasta 45 pies. trusses. Puede usar dos puntos de levantar para Q Place truss bundles in stable position. paquetes mos de 60 pies. Use por to menos Cres puntos de levantar para Puse paquetes de trusses en una posicidin paquetes mos de 60 pies. estable. HOISTING RECOMMENDATIONS OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO El Trusses 20' Q Trusses 30' (6.1m) or � ,, (9.1 m) or f less, support less, support at at peak. quarter points. Soporte Soporte de del pico los los cuartos trusses deI t Trusses up to 20' -► I de tramo los f Trusses up to 30' _p.20 pies o (6.1 m) trusses de 30 (9.1 m) mens. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES 0 Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga cada truss en posicicin con equipo de gr6a hasta que la restriccidn lateral temporal de la cuerda superior este instalado y el truss esta asegurado en los soportes. Using a single pick -point at the peak can damage the truss. EI use de un solo lugar en el piCo para levantar puede hacer clan al truss. 60• or less Approx. 1/2 truss length Tagline TRUSSES UP To 30' (9.IE1 m) TRUSSES HAST. 30 PS reader bar Attach Toe -in Toe -in Locate Spreader bar 10' o.c. -� �- above or sti0back max. mid -height �I Spreader bar 1/2 to yl Tagline 2/3 truss length TRUSSES UP TO 60' (IB,3 m) -� TRUSSES HASTA 60 1, 's _ Spreader bar 2/3 to �- 3/4 truss length ~ Tagline ' _TRUSSES UP TO AND OVER 60'(18.3 mJ TRUSSES HASTA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Refer to BCSI-82*** for more Top Chord Temporary information. Lateral Restraint Vea el resumen BCSI-B2*** para m6s infor- (TCTLR) macicin. 2x4 min. Locate ground braces for first truss directly in line with all rows of top chord temporary \ lateral restraint (see table in the next column). Coloque los arriostres de tiera para el primer =90* truss directamente en linea con cada una de las filas de restriccicin lateral temporal de la cuerda superior (vea la tabla en la pr6xima Brace first truss columna). 4 securely before erection of additional DO NOT walk on trusses. a unbraced trusses. NO camine en trusses Qsueltos. A< STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALAC16N DE LOS TRUSSES 0 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los arriostres de tierra. 2) Instale el primero truss y ate seguramente al arriostre de Berra. 3) Instale los pr6ximos 4 trusses con restriccicin lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los plans de los miembros secundarios para estabilice los primeros cinco trusses (vea abajo). 6) Instale la restriccicin lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses estdn instalados. Refer to BCSI-B2*** for more information. Vea el res&men BCSI-B2*** para mos informacidn. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES RESTRICCI6NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES 0 This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCPs. Este metodo de restricci6n It arriostre es para todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 02. Vea la parte superior de la columna para la restriccicin y arriostre temporal de PCTs. 1) TOP CHORD - CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10'(3 m) D.C. max. (9.1 m) braces for each 30' (9.1 m) - 8'(2.4 m) D.C. max. 45 (13.7 IT Note: Ground bracing not shown for clarity. 45'(13.7 m) - 6'(1.8 m) D.C. max. 60' (18.3 m 60'(18.3 m) - 4'(1.2 m) D.C. max. 80'(24.4 m)* 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). *Consulte a un Professional Registrado de Disen"o para trusses mos de 60 pies. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCI6N Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 10' 3 m) or Diagonal bracing Repeat diagonal bracing Refer 15' �4.6 m)*every 15 truss spaces 30' to SCSI -B7*** for (9.1 m) more information. r Vea el resumen BCSI-B7*** para / mds informacidn. Apply diagonal brace to vertical webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chards and 15' (4.6 m) o.c. for 4x2 chords. INSTALLING - INSTALACION 0 Tolerances for Out -of -Plane. Out -of -Plumb Tolerancias para Fuel -de -Plano. Max. Bow D/50 D (ft.) nom- Length -► '/ 1l4" 1' t 6 mm 0.3 m Max. Bow Lengih �� 1l2" 2' Max. Bo*' 13 mm 0.6 m F- Length ► d i Plumb 19 mm 0.9 IT o / line V 4, Tolerances for i f 25 mm 1.2 m Out -of -Plumb. 1-1/4" 5' TOleranclas pard 0/50 max 32 mm 1.5 m Fuera-de-Plomada. 1-1/ a' 38 mm 1.8 m CONSTRUCTION LOADING 453nm CARGA DE CONSTRUCCI6N W DO NOT proceed with construction until all lateral 51 mm z2.a m restraint and bracing is securely and properly in place. NO proceda con la construccidn hasta que todas las restric- dones laterales y los arriostres esten colocados en forma apropiada ySegura., DO NOT exceed maximum stack heights. Refer to BCSI-84*** 0 See BCSI-B2*** for TCTLR options. / for more Information. Yea el Ba1-82*** para las opciones de TCTLR. NO exceda las alturas maximas de montdn. Vea el resumen EM Refer to BCSI-63*** BCSI-B4*** para mos informacidn. for Gable End Frame re- straint/bracing/ reinforcement information. Para informacicin sobre restric- d6rilarnostre/refuerzo para Diagonal Armazones Hastiales vea el bracing Repeat diagonal resumen BCSI-B3*** & DIAGONAL BRACING braces for each ARE VERY IMPORTANT Concrete Block set of 4 trusses. Note: Ground bracing not shown for clarity. LATERAL Y EL RepiW los arri- sotres diagonales Bottom chords Para sada grupo 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS de 4 trusses. amm Diagonal LATERAL RESTRAINT bracing Web members Plywood or OSB & DIAGONAL BRACING Asphalt Shingles ARE VERY IMPORTANT Concrete Block &A RESTRICCION Clay Tile LATERAL Y EL ARRIOSTRE DIAGONAL Bottom chords SON MUY IMPORTANTES! Diagonal braces every 30 truss spaces 10'(3 m) - 15'(4.6 m) max. Same spacing 20'(6.1 m) max. as bottom chord lateral restraint Note: Some chord and web members not shown for clarity. 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords' Diagonal braces every 10 truss spaces 20' (6.1 m) max. 10'(3 m) - 15' (4.6 m) Note: Some chord and web members max. not shown for clarity. Maximum Stack Height for Material on Trusses Material Height Gypsum Board 12" (305 mm) Plywood or OSB 16" (406 mm) Asphalt Shingles 2 bunds Concrete Block 8" (203 mm) Clay Tile 34 tiles high DO NOT overload small groups or single trusses. (" NO sobrecargue pequenos grupos o trusses individuates. NEVER stack materials near a peak or at mid -span. q NUNCA amontone los materiales cerca de un pico. Q Place loads over as many trusses as possible. Coloque las cargas sobre cantos trusses como sea posible. Q Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes ALTERATIONS - ALTERACIONES suss bracing not r!l shown for clarity. Refer to BCSI-BS.*** Vea el resumen BCSI-B5. *** G DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO Corte, altere o perfore ning6n miembro estructural de un truss, a menos que este especificamente permitido en el dibujo del disen"o - del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durance la construccicin o han sido alterados sin la autorizacibn previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garanda limitada del Fabri- cante de Trusses. "'Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. To view a non -printing PDF of this document, visit www sbc'ndustry mm/til. NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given pm}ect. If the contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are Intended to ensure that the overall construction techniques employed will put the trusses Into place SAFELY. These recommendations for handling, installing, restraining and bracing busses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified building designer or contractor It is not Intended that these recommendations be interpreted as superior to the building designer's design specification for handling, installing, restralning and bmcing trusses and it does not preclude the use of other equivalent methods for resbalning/bracing and providing stability for the walls, columns, floors, roofs and all the interrelated sbuctuml building components as determined by the mntractm Thus, WTCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. _061k Avr�� TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 608/274.4849 • www.sbcindustry.com 703/683-1010 • wwwApinst.org - - • HO1�1 RESUMEN DE LA GUI�1 DE BUENA PRi4CTICi4 Pi4Ri4 EL M�4NE10, INSTi4LACION, RESTR�ICCION Y ARRIOSTRE DE LOS TRUSSES AL DVERT �N,LN Val may de 60 pies pueden requerir arriostre permanence complejo. Por favor•, siempre Consulte a un Profesional Registrado de Diseno. U '=Load Bearing WallHelghts: Sneaftog: - I C7 (13 A2 �? Q <1 N c0 co N N N 04 PH S30-342-5844 MURPHY 6 7 2 Fax 530-342-S84S M2KE MURPHY COriStYUCt101"1 2 0 10E; F=MPLE ROAD C F S Framing SPeC�a1-t-7 CH2C0/ BUTTE COUNTY 792 DURHAM DAYTON H S GHWAY DURHAM , CA . 95938 4/12 PITCH 24" OVERHANG BUTTE COUN-fY 5UILDIN0 [)IVISION APPROVE SALES REP: JR DUE DATE: 02/17/2010 DSGNR / CHKR : RM / BH TC Live 20.00 psf TC Dead 12.00 psf BC Live 0.00 psf BC Dead 10.00 psf Total 42.00 psf WO#: 100027 SCALE: 1/4" = 1' Date: 2/18/2010 8:57 DurFac-Lbr 1.25 DurFac-P1t 1.15 0. C. Spacing: 2 Design Spec: CBC -07 #Tr/#Cfg: 15 / 2 Job Name: MURPHY 672 Truss ID: Al G Cust:' MIKUIMUR�H , ` This design is for an Inaividaal building component not truss system. N has been based on specifications prodded by the component manufacturer Qty: 2 BRG X -LOC REACT a Dsgnr: RM �! #LC 64 WT: 156# SIZE REQ -0 TC 2x4 DFL #1 & Btr. Designed per ANSI/TPI 1-2002 UPLIFT REACTION(S) TC Live 20.00 psf 1 0- 4-14 343 9.76" 1.50" BC 2x4 DFL #1 & Btr. This design does not account for long term Support C&C Wind Non -Wind 2 2- 8- 0 238 3.50" 1.50" WEB 2x4 DFL STANDARDtime dependent loading (creep). Building 1 -152 lb 3 4- 0- 0 206 3.50" 1.50" Refer to Joint QC Detail Sheets for Designer must account for this. 2 -3 lb -27 lb 4 S- 4- 0 234 3.50" 1.50" Cq factors and Rotational Tolerances. THIS DESIGN IS THE COMPOSITE RESULT OF 3 -27 lb 5 6 6- 8- 0 8- 0- 0 235 198 3.50" 3.50" 1.50" IRC/IBC truss plate values are based on MULTIPLE LOAD CASES. 4 -3 lb 7 9- 4- 0 235 3.50" 1.50" 1.50" testingg and approval as required by IBC 1703 IF THIS TRUSS IS CARRIED IN A HANGER THAT S -3 lb 8 10- 8- 0_ 237 3.50" 1.50" and AN and are reported in available HANGER IS BASED ON 1.5" HANGER NAM FOR 6 -11 lb 9 12- 0- 0 214 3.S0" 1.50" document ESR -1118. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY 7 -20 lb ' 10 13- 4- 0 237 3.50" 1.50" Loaded for 10 PSF non -concurrent BCLL. CARRYING MEMBERS. IF 2.5" GUN NAILS ARE 8 -19 lb 11 14- 8- 0 235 3.50" 1.50" Loaded for 200 lb non -concurrent moving BCLL USED, THE HANGERS MUST BE RE-EVALUATED 10 -19 lb 12 16- 0- 0 198 3.50" 1.SO" Mark all interior bearing locations. (BY OTHERS). 11 -20 lb 13 17- 4- 0 235 3.50" 1.50" Ma use ads uate sta les for able blocks. BUILDING DESIGNER MUST VERIFY Install interior support(s)before erection. 12 -11 lb 14 15 18= B- 0 20- 0- 0 234 206 3.50" 3.50" 1.50" 1.50" GABLE LOADS AND EAVE LOADS, IF APPLICABLE. THIS TRUSS PLATING BASED ON GREEN LUMBER VALUES. This truss is designed using the 13 14 -3 -3 lb lb 16 21- 4- 0 238 3.50" 1. SO" IS DESIGNED TO SUPPORT THE LOADS SPECIFIED CBC -07 / ASCE7-05 Specification 15 -27 lb 17 23- 7- 2 343 9.76" 1.50" BASED ON THE O.C. SPACING AND ANY Bldg Enclosed - Yes, Importance Factor - 1.00 16 -3 lb -27 lb BRG REQUIREMENTS shown are based ONLY ADDITIONAL LOADS SHOWN. Truss Location - Not End Zone 17 -152 lb on the truss material at each bearing It gable bracing required 0 56" intervals, Hurricane/Ocean Line No Exp Category - C MAX DEFLECTION (span) : i exposed to wind load applied to face. Bldg Length - 80.00 ft Bldg Width - 40.00 ft L/999 L- MEM 18-19 0.00" D- 0.00" (LIVE) LC 63 T- 0.00" See ITWBCG's Cable Bracing Details. Diagonals shown are part of the structure of Mean roof.height 10.'3 ft, mph - 85 ASCE7 II Standard Occupancy, Dead Load - 13.2 psf CRITICAL MEMBER FORCES: this truss and may not be removed. Sheathing Designed as Main Wind Force Resisting System Tc COMP. DUR.))/ TENS. (DUR.) C22 may be applied for additional support to - Low-rise and Components and Cladding OIL -Cl 1-2 0 1.60 / -90 1.60)/ 44(1.25) 90(1.25) 0.28 0.08 resist lateral loads, b others, but is not Y Tributary Area - 48 s ft sqft 3-4 77(1.60)/ 59 1.603/ 103(1.25) 99 0.03 1.253 0.02 required unless noted. Lateral loads have not been analyzed unless indicated. b 20 psf ottom chord live load NOT required on this truss, per IBC/IRC requirements for 4-5 5-6 44 1.60 / -33 1.60 / 99 99 1.25 0.02 1.25 0.02 + + + + + + + + + + + + + + + + + + + + + + attics with limited storage. ' 6-7 22 1.60 / 99 1.25 0.02 OVERHANGS) MAY BE SHORTENED UP TO 3" MAX. ' 7-8 -11 1.60 / 99 1.25 0.03 Overhang Soffit loading - 3.0 psf ' 8-9 -141.60/ 971.25 0.02 ++++++ ++++++++++ ++++++ - 10-11 -11 1.60)% 99(1.25) 0.03 11-12 -22(1.60)/ 99(1.25) 0.02 12-13 33((1.603/ 99((1.253 0.02 13-14 44 1.60 / 99 1.25 0.02 14-15 59 1.60 / 99 1.25 0.02 15-16 -77 1.60 / 103 1.25 0.03 16-17 -90 1.60 / 90 1.25 0.10 17 -OR 0(1.60)/ 44(1.25) 0.22 BC COMP.(DUR.)/ TENS.(DUR.) .CSI 18-19 -156(1.60)/ 246(1.25) 0.10 19-20 / 0.05 20-21 / 0.04 21-22 0 03 22-23 / 0.04 23-24 / 0.04 25-26 4 26-27 % 0.04 27-28 0.03 28-29 / 0.04 29 -30 004 30-31 % 0.03 1-3 232-33 % 0.05 33-34 -156<1.60)/ 246(1.25) 0.12 we COMP. DUR. / TENS. DUR.) CSI 2-19 -106 1.25 / 24 1.603 0.01 3-20 -93 1.25 / 38 1.60 0.01 4-21 -86(1.25)/ 28(1.60 0.01 5-22 -85((1.253/ 20((1.60 0.01 6-23 -85 1.25 / 27 1.60 0.01 7-24 _85(1.25)/ 37(1.60 0.02 8-25 91((1.25))/ 36((1.60 0.02 9-26 -123 1.25 / 8 1.60 0.04 10-27 -91(1.25)/ 36(1.60) 0.02 11-28 -85((1.253/ 37((1.603 0.02 12-29 -85 1.25 / 27 1.60 0.01 13-30 -85(1.25)/ 20(1.60) 0.01 14-31 -86((1.253/ 28((1.603 0.01 15-32 -93 1.25 / 38 1.60 0.01 16-33 -100(1.25)/ 24(1.60) 0.01 12-0-0 12-0-0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 4.00 1.5X4 R3X4 4.00 ' 1.5X4. 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X4 3: 2X4 2X4 2X4 2X4 2X4 2X4 2X4 =4 2X4 2X4 2X4 4X4 2X4 2X4 2X4 24-0-0� 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3441 OVER CONTINUOUS SUPPORT LD eA ` All connector plates are ITWBCG Wave 20 ga., unless preceded by "H" for High Strength 20 ga., "S" for Super Strength. Plates are to be positioned per Joint Detail Reports. Circled plates and false frame plates R are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). xp!June 30,201, Cot 4 t��,' r � Of Op1,1E 2/17/2010 413 _ C«y WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust:' MIKUIMUR�H , ` This design is for an Inaividaal building component not truss system. N has been based on specifications prodded by the component manufacturer WO • D r i ve_N_100027_L00005_J 00001 ® end done in accordance with the current versions of TPI and AFPA design standards. No responsibility le os.umed fw dimensional accuracy. Dimensions a Dsgnr: RM �! #LC 64 WT: 156# ere to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer muatescenain that the loads = T R U S WA L utilised on this design meet or exceed the loading imposed by the local building code and the par6culer application. The design esaumes that me top chord TC Live 20.00 psf Li V eDu r L=1.25 P=1.15 Is laterally braced by the roof or flow sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unleaeothervAse TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=1.15 noted. &wing shown ie for lateral .upperi of component. member...y to redwe buckling length. Thi. component.hall not be placed in tiny TC Dead 12.00 psf Rep Mbr Bnd / Comp / Tens ® SYSTEMS environment that willcauaethemoisturecontentofthewoodtoexceed10%andlorcauseconnectorplatecorrosion, Fabricate. handle. and brace the W39 In accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truawal software, BC Live 0.00 psf 1.15 / 1.10 / 1.10 SFWBullding Components Group, Inc. 'ANSIrrPI7',WTCAt'-WoodTruceCouncilofAmericaStandardDesignReaponeibllites,'BUILDINOCOMPONENTSAFETYINFORMATION'- BC Dead 10.00 psf 0.C.Spacing 2- 0- 0 4445 Northp.,* Or. Ste. 102, Coto. Spgn., CO 80007 TRUSPLUS 6.0 VER: T6.5.7 (BCSI t-03) end 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, wl.consi.5s71g. Th. American Forest and Paw Association (AFPA)islocated atIIIiI u,Sbeet,NW,ste8W.Washington.DC20o3e. Bldg Code: CBC -07 DEFL RATIO: L/360 TC: L/36 M�• Job Name: MURPHY 672 Truss ID: A2 . Qty: 13 BRG X -LOC REACT SIZE REQ D. MO, TC 2x4 DFL #1 & Btr. Designed per ANSI/TPI 1-2002 This truss is designed using the 1 0- 1-12 1341 3.50" 2x6 DFL 55 3-5, 5-7 This design does not account for long term CBC -07 / ASCE7-05 Specification L i veDu r L=1.25 P=1.15 2 23-10- 4 1341 3.50" 1.50" BC 2x4 DFL #1 & Btr. time dependent loading (creep). Building Bldg Enclosed - Yes, Importance Factor - 1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will ceusethe moisturecontent ofthe wood toexceed 19%and/or cause connector plate corrosion. Fabricate. handle, install BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD Designer must account for this. Truss Location - Not End Zone 1.15 /.1.10 / 1.10 on the truss material at each bearing Lumber shear allowables are per NDS. Refer to Joint QC Detail Sheets for Hurricane/Ocean Line No Exp Category - C (BCSI 1-03) erM'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive. Madison, MAX DEFLECTION (span) L/999 MEM 12-13 (LIVE) : LC100 Attic room load 30 psf, lus any added Cq factors and Rotational Tolerances. Bldg Length - 80.00 ft, Bldg Width - 40.00 ft DEFL RATIO: L/360 TC: L/36 L- -0.22" D. -0.53" T- -0.75" loads indicated. Room LL Defl. is L/360. IRC/IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Mean roof height 10.23 ft, mph - 85 ASCE7 II Standard Occupancy, Dead Load - 13.2 psf CRITICAL MEMBER FORCES: TC COMP.(WR.)/ TENS.(WR.) CSI testing ands approval as required b IBC 1703 PP Y IF THIS TRUSS IS CARRIED IN A HANGER, THAT Designed as Main Wind Force Resisting System 9 Y OL- 1 / a4(1.zs) o.2z and ANI/TPI and are reported in available t HANGER IS BASED ON 1.5" HANGER NAILS FOR i - Low-rise and Components and Cladding 1-2 -2915(1.253/ 0.27 document ESR -1118. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Tributary Area - 48 sqft 2-3 -2850i(1.25)/ 0.31 Loaded for 10 PSF non -concurrent BCLL. CARRYING MEMBERS. IF 2:5" GUN NAILS ARE ----------LOAD CASE #1 DESIGN LOADS - ------------ 3-4 -23581.25 / 4-5 -1872 1.25 / 0.97 0.98 Loaded for 200 lb non -concurrent moving BCLL 9 USED, THE HANGERS MUST BE RE-EVALUATED Dir L.Pif L.Loc R.Plf R.Loc LL/TL 5-6 -1871 1.25 / 0.98 Attic collar tie requires lateral bracing (BY OTHERS). TC Vert 70.00 - 2- 0- 0 70.00 0- 0- 0 0.57 6-7 -2340(1.25)/ 7-8 -2850((1.253/ 0.97 0.31 shown plus bracing at the panel points of PLATING BASED ON GREEN LUMBER VALUES. TC Vert 64.00 0- 0- 0 64.00 8-10- 4 0.62 8-9 -2915 1.25 / 9 -OR 0(1.25)/ 44(1.25) 0.27 0.22 the collar tie (unless noted otherwise), or rigid sheathing is required. 20 psf Live Load applied to bottom chord in accordance with IBC IRC requirements for TC Vert 64.00 8-10- 4 64.00 15- 1-12 TC Vert 64.00 15- 1-12 64.00 24- 0- 0 0.62 0.62 + + + + + + + + + + + + + + + + + + + + + + attics with limited storage having a clear TC Vert 70.00 24- 0- 0 70.00 26- 0- 0 0.57 BC COMP,TENS. (OUR.) CSI 10-11, f 2711 1.zs o.ae OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.! Overhang Soffit loading - 3.0 psf height >- 42" and clear width of >- 24". BC Vert 20.00 0- 0- 0 20.00 8-10- 4 BC Vert 80.00 8-10- 4 80.00 15- 1-12 0.00 0.00 11-12 / 26521.25 12-13 / 1906 1.25 0.68 0.81 ++++++++++++++++++++++ BC Vert 20.00 15- 1-12 20.00 24- 0- 0 0.00 13-14 / 2648 1.25) 0.67 14-15 / 2717 1.25) 0.48 I COMP. DUR. / TENS. DUR. CSI ' 2-11 74 1.25 / 102 1.60 3-11 -181 1.60 / 197 1.25 0.03 0.08 3-12 -1120(1.25)/ 4-12 / 1247(1.25) 0.18 0.51 ' 6_131260(l.25) 7-13 -1140(1.25 / 0.51 0.18 7-14 8-14 176(1.25161 2021 25 0 08 )% 102(1.60) 0.03 TB COMP.01.11 / TENS.(OUR.) CSI 12-0-0 12-0-0 1 2 3 4 5 6 7 8 9 4.00 4.00 4.00 4.00 R4X8 ¢1 9-0-0 B2 SST: W:308 R:1341 R:1341 U: U: 8i1 k ' T , -0-0 D 2-0-0 d i T i 24-0-0 r 1 10 11 12 13 14 15 L& A5 ; 0A1 'D All connector plates are ITWBCG Wave 20 ga., unless preceded by "H" for High Strength 20 ga. "S" for Super Strength. Plates are to be positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). June 30,201 CIV14 2/17/2010 N 413 - USSTY WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: MIKE MURPHY This design is for an Individual building component not buss system. It has been based on specifications provided by the component manufacturer WO • Dri Ve-N-100027-LOOOOS-)00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgnr: RM #LC = 100 WT: 144# anal*beled6edbylhewmponentmenufacWrsnarld/orbuildingdesignerpdortofabricaUon. The building dwlgnw must escMain that the loads ufllimd on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf L i veDu r L=1.25 P=1.15 T R U S WA L la laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will ceusethe moisturecontent ofthe wood toexceed 19%and/or cause connector plate corrosion. Fabricate. handle, install TC Dead 12.00 psf Rep Mbr Bnd / Comp / Tens and brace this truss in accordance with the following standards:'Joint and Cutting Detail Reports'available as output from Truswal software, BC Live 0.00 psf 1.15 /.1.10 / 1.10 A7� Building Components Group, Inc. 'ANSI/TPI 1', WTCA 1'- Wood Truss Council of Amedca Standard Design Rmponaibilities•'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf 0. C. Spaci ng 2- 0- 0 4445 Northpark Dr. Ste. 102, Colo. Spg&, CO 80007 (BCSI 1-03) erM'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive. Madison, TRUSPLUS 6.0 VER: T6.5.7 Wisconsin 53719. The American Forest and PeperAssociation (AFPA)islocated at111110th Street, NW. Ste 800.Washington. DC20030. Bldg Code: CBC -07 DEFL RATIO: L/360 TC: L/36 Inv rLoo9 1.FRGgING P Lp�l It _ 44-1 r. JI `4� I Uu r.. IL Mem Rim Ji, Min. Run� I ' 'Run measuradAbS W WD .G•'_`J •..C..:> ' 3!8" max. tolerenoe 1 � _ _ d -Q .'L__• • 'C.:F,- ._. :. lar est &smallest ttse! , 7 _ .. V 711 xx 3 N I r LLI i `AFI ►' _ 1 N = 1 I I V 1 r 1 I . 1 . I, 1 46CISI --IN I I ( 7` f f ,l11 1cJ I 4 �LL n I JL 01. ter, b �� k I k• V ' ( . • ,� —-1 7, 1;� u- a n ft., z? -x ' I, 1 46CISI --IN I I ( 7` f f ,l11 1cJ I 4 �LL n I JL 01. ter, b �� k I k• V ' ( . • ,� —-1 7, 1;� 1. «1.,.r 2 luau Initiation Floor Insulation Numoer of ssnes Single- R -value One Two Three R-0 •103 -49 J2 R -t9 -8 -34 .2 RJO .2 -t .1 R-38 0 0 0 U -value _ _0.80 • _ ----t:53 ...---114 - _ --.76 - -_0.60 . 0..0 -176 16 0.210 -' 0,20 -102 -49 -32 0.10 46 .13 4 O.C8 -18 .3 -6 Us -11 -5 -t O.C4 .4 •2 .1 0.C2 4 2 1 a.Co it 5 3 2 luau Initiation Floor Insulation . 4 Single- Sulgte- R -value Famtly Family Mule - R -value Dam=ed Atta=ed Famtip R-0 -08 •51 -34 R-;1 0 0 0 R-,,3 2 2 1 R-30 - . U-Vaiva .. . _ U-volts _ _0.80 • _ ----t:53 ...---114 - _ --.76 - -_0.60 . -144 48 16 0.210 -' 46 -24 0.10 0 3 0 0.08 4 1 2 US 9 7 5 0.04 14 .5 7 0.02 9 .4 10 O.CO .i 3 12 ._ 3. Raised Floor Insulation . 4 Number at stories Insutatton In Floor R -value One Number ai saries Three R-vaiue One Two Three R-0 -t 7 -8 -5 R-11 J -2 •t R-19 0 0 0 R-30 3 1 -.'.-�_.. 1 .. _ U-volts 4. Slab Fdge Insulation 4 - -_0.60 . -144 Number al Stones 0.=0 -; 2A •Sa J8 0.40 -95 -t6 J0 0.30 -69 -CA -22 010 -43 .21 -14 0.10 -17 -8 .5 0.08 -11 -6 .4 0.06 -6 .Z •2 O.C4 -t 0 0 0.02 4 2 1 O.CO 10 5 3 Controlled Ventilation Crawlspace 5 1 . 4 Number at stories na R -value One Two Three R-0 -11 .7 -5 R-5 Single Double 3 SO ,40 lass SO R•i9 -53 J9 -24 4. Slab Fdge Insulation 4 -"' __ - Number al Stones -26 R -value One Two Three • R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 FZ'acar 29 -58 -ZO 0.90 .4 .1 .1 0.80 •1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.:0 12 8 4 S.Inrihraciot (Air Leaka;c) SQecn000n r � oin6 Slan$ard o 6. Glass Heat Loss Taal 5 1 . 4 1 na U -value 4.,,.x.2. Percent ._. 1 na .51 In .41 to .31 to 0.30 or Glass Single Double .60 SO ,40 lass SO •121 -53 J9 -24 -10 4 40 -90 J7 -26 -is -3 6 35 -75 -29 -i9 .9 1 10 30 41 -21 -13 -A 4 12 29 -58 -ZO 42 -3 5 12 28 .55 .18 .10 .2 5 13 27 .52 -17 •9 .2 6 13 2S -t9 -15 -8 -t 7 14 25 .6 -14 •7 a 7 14 24 •43 12 -5 1 8 14 23 -W ---nf -t 2 8 15 22 J7 -9 J 3 9 15 21 J4 •7 .2 4 10 15 20 Jt 4 0 5 10 is 19 -29 -1 1 6 11 1s -18• •:.-26 9 -3 2 - 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 7•15 -;7 1 6 10 14 17 14 .14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -3 6 9 12 15 19 11 4 7 10 13 16 19 10 -3 9 11 14 17 19 9 .1 10 13 15 17 20 8 2 12 14 16 -18 20 7..Sbading (Shade Open) Etfecdve Pisani Glace (yeesnt QIa ax x SC) ESec:ve :GLass Nara East South -West S1ty1'gm 18 5 1 . 4 1 na i6 4.,,.x.2. 5 ._. 1 na 14 4 Z 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 y. 3 4 2 2 8 1 3 4 2 3 5 _ t 2 4 2 3 44 0 2 3 -27 3 0 4- 2 1 3 2 a •56 7 -4 1 .1 -t d -2 2 a -t .2 .4 -Z a na. act allowed � •3 •t t $. Shading (Shade Closed) Ceiling Insulation Stan Floor Errecdve PCs C 9 Class Mass FSam . (pQetmt Lias x SGS Mule Effectim sores Attached ', ,CFA One Two %am& Nara but Saudi Wed %yf* .I 18 -ice -48 63 44 Ra 16 •12 .42 •59 -55 na 14 .10 JS -5o -46 na l2 4 -29 -40 47 na t t -7 -26 J6 •2 na IQ ,.1a .23 Jt -a 44 0 2 3 -27 •25 45 .1 1 3 4 .21 •56 7 -4 •14 •19 •18 -A7 6 4 1 2 -t4 JS 5 � •3 •t t -;0 •� d 3 -t 0 -6 .4 4 -5 .7 •23 2 7 8 3.0 1 4 1 8 8 1 1 1 0 2s 9 9 1 0 na . rat al c --ad 6 8 9 10 9_ Interior Thermal Mass Inta or Ceiling Insulation Stan Floor Rased Floor Mass FSam Sones Mule Nash sores Attached ', ,CFA One Two Three One Two Three 0.0 -8 -5 .4 •2 .1 -t 0.1 -8 •5 -3 .1 0 0 a.3 -7 -4 •z 0 i 1 aS -6 -3 -1 1 1 2 0.7 -5 •2 •1 t 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 S 1.5 4 1 2 4 5 5 ZO •1 2 4 5 6 7 ZS 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3S 1 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 it 5.0 4 7 9 11 12 12 U 5 8 9 11 12 12 6.0 5 8 10 12 13 13 63 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7S 6 10 11 13 14 14 8.0 7 t0 11 13 14 14 8S 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Ezmriw Ceiling Insulation I Sum of 1.6 Wad FSam Finally Mule Nash Dataetl9d Attached ', Family 0.00 0 0 0 am ' 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1M 13 12 8' 1.40 12 13 9 1.60 10 13 11.. . 1.e0 10 12 12 ZCO 10 11 13 IL Heating System SE or HSPF (sautes ducts in shit) Zonal Control Adjustment System Type - Resismnce t0 9 7 6 4 3 Omer 6 5 4 3 2 2 L- CooUng Syscm Ceiling Insulation I Sum of 1.6 3. Raised Floor Insulation 4. Slab Edge insulation -25 or -24 b -14 b .4 t0 +6 t0 16 or SE HSPF less •,5 -5 +5 +15 alae 0.72 6.60 0 0 0 a 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 8.15 17 15 13 11 9 7 095 8.71 20 18 15 13 11 8 Effective SE or HSPF 10.5 (SE or HSPF x duct et2idenc7) 4 E1fecive -25 or -24 to -14 b -4 to +ai* Isar SF HSPF {ass .15 4 +5 .15 alae 0.30 2-75 -73 44 -56 •17 _U vM na 3.41 -4.5 -39 -34 -29 -24 •18 0.40 3.67 -34 .30 -26 •22 -18 -14 0.:0 4.58 -10 A 4 -7 -5 -A 0.46 5.13 0 0 0 0 0 0 0.60 5.:0 5 5 41 •9 3 2 0.70 6.42 17 15 13 6.6 9 7 0.80 7.33 ZS 22 19 'i6 13 10 0.90 8.15 32 28 24 ZO 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type - Resismnce t0 9 7 6 4 3 Omer 6 5 4 3 2 2 L- CooUng Syscm Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation I SEER 3. Raised Floor Insulation 4. Slab Edge insulation (,r,wmcl ducts in attic) Stm of 7-10 - -25,,l .24b ►14b -46 to b •+ 16 or SEER -6 +5 +15 mars 8.0 -id .12 -10 -8 4 -4 •. 8.9 S .4 J J Z 2 9.0 -4 J J -2 •2 •1 oa b 4_2. 1*1 s 2 2 i 3 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 i ZO 15 13 11 9 7 S 13.0 17 S 14 12 9 6 tSl -. 7M Etfeti7e STEER 3S% 40% (SEER xdwct d nde nc7) - 5076 5576 W% Sn>t of 7-10 70%'75% 80% Effective -25 rr -24 to -14 to -4 to . +6 b 16 or S>sR in; -15 S +5 +15 mom 5.0 JO .25 -21 .17 •13 •9 6.0 .12 -it . -9 .7 4 .4 6.6 .5 .4 .4 -3 -2 .2 . 7.0 0 0 1.4 0 0 0 8.0 3 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 17 1f 14 9 130 33 29 2a 5.4 15 10 07 Zonal Control Adjustment 1.1 1.4 1.6 1.6 10 8 7 6 4 3 32 Ne Cooda-, Slsum Itutalfed 32 • -Stories 4.3 4S 4.7 49 S.1 5.3 One -5 -4 -t J .2 , -2 Two+ 3; 3 ., 2 2 •. '2, . 1 Single -Family Detached and Attached 26 I6 4 I Unit Size (so 4.5 Water l9 .429 12M 1700 2200 2700 Heater credo or • 10 to m, .or Type Type less ism 2199 2699 mora SG Nomt a i 0 0. 0 0 or Solar 12 ' 1 d 6 S. 4 • HP HV'IR 8 5 4 3 3 28 WS3 5 3 3 2 2 43 POU 8 5 4 3 3 SE Nona J7 -24 -18 -15 -12 - Solar .1 .1 .1 a 0 23 HWR .;8 -t2 -9 .7 4 4.8 ' WSi3 •25 .16 .12 .;0' d 65% R -18 _42 -9 -7 -6 n Nona .5 -3 -2 -Z -2 IS Solar 7 5 .4 3 2 53 POU 3 2 1 1 1 IE Non', -28 •19 -14 •11 .9 2f Sola a 5 a 3 3 V POU -t0 .6 -5 .4 J So MnW-Family (Todhldual tinits) 52 75% 1.3 iS , Unit size (s11700 U Water 23 699 700 1200 32 2200 Heater Credit or b to to or Typo TM IQ= 1198 1699 2190 mom SG Noise 0 0 0 0 _ • 0," or Solar 14 7 5 4 3 HP vsa 9 5 3 2 2 9 4 3 2 2 1.5 PCU 9 5 3 2 1 SE None -45 -23 .15 •it .9 43 Saar 2 1 1 0%t 5.8 6 H JR .23 .12 4 •6 -5 , 11 _ X2a _25 23 .;a _t 2 .8 d 4 4 .5 S �-, None a 1 .3 .2 -2 S Saar 6 3 2 1 t 65 POU 1 _0 0 0 0 IE None -30 -;5 •;0 -a -6 11 Sal:v POU t g 9 5 s s . SS 17 d 1 .; - .2 1.6 ,i 2 22 2.5 27 IS Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation I Wall Insulation 3. Raised Floor Insulation 4. Slab Edge insulation S. Infiltration Interior MaLVCFA �- u.r...we•.. n 7Tre I WALT (VIIC b 4_2. 1*1 •a•lAsl .1 � 07C 57G ta•L tSl -. 7M 2576.31714 3S% 40% 4S7 5076 5576 W% $A 70%'75% 80% 4S't: W% 9Sx 1007. 103% 110% 115: 1 -,C - 2C0% 0% 0 0.2 0.4 0.6 as 1.1 1.3 1S 1.7 1.9 21 23' 25 v 21 12 14 16 18 4 42 44 1.6 S 10 . U Q4 Q6 0.6 1 1.2 1.4 1.6 1.1 21 23 25 27 if 11 13 23 17 4 4.2 l4 As Z.6- .4.8 5 5 i 20% 0.3 06 0.6 1 1.2 1.4 13 1.6 2 22 24 27 29 11 23 • 15 17 1f 4.1 43 45 4.8 S 52 5.4 307. 0.5 07 0.9 1.1 1.4 1.6 1.6 2 22 Z4 26 IS 3 32 33 17 32 ll 4.3 4S 4.7 49 S.1 5.3 SS 401. 0.7 03 1.1 1.3 1.5 1.7 1.2 22 24 Z6 Z8 3 22 S4 26 I6 4 43 4.5 4.7 l9 3.1 5.3 SS 17 W% 0.9 LI 6 is 1.7 1_f 21 Z3 ZS 17 3 12 14 ti ib 4 42 l4 4.6 48 i1 5.3 SS S] S.9 S576 0.9 1.1 1.4 1.9 1.8 2 22 24 26 28 3 12 15 17 19 It 43 4.5 4.7 4.9 it 53 S6 S.a 6 60% 1 11 1.4 1.7 1.9 21 23 25 21 29 11 23 1S 16 4 42 u 46 4.8 ' S 12 5.4 5.6 5.9 6 1 65% 1.1 U 1.5 1.1 1.9 22 24 Z6 28 3 12 24 36 IS 4 4.3 43 ll 4.9 it 53 55 5.7 5.9 61 70% 1.2 t4 1.6 1./ 2 22 2S 2.7 2f 11 33 is 17 19 U V 411.6 4.6 5 52 14 5.6 So 6 52 75% 1.3 iS IJ U tt 23 25 17 3 32 14 U 16 4 42 l4 u ll 5.1 5.3 IS iT i9 61 6 7 W. .1.4 1.5 1.6 2 22 2.4 26 26 3 13 13 17 19 4.1 43 43 47 4t9 5.1 54 SO 5.8 6 62 64 u7 1.4 1.1 1.2 11 23 25 L7 29 It 33 is 31 4 4.2 4.4 l64.8 S 52 54 56 39 6.1 63 65 90% 1.5 V 2 2.2 Z4 26 26 3 22 24 36 38 11 4J 4.5 l7 As Si 53 . SS 17 3.9 l2 64 66 957 1.6 . i1 2 22 2.5 27 IS 21 33 13 17 29 4.1 43 4.6 l6 S 52 5.4 16 i8 6 6.2 6.4 6.7 100T. 1J U LI 2.3 IS 28 3 32 U lb 18 4 42 l4 It 4.9 it 53 SS u i9 R1 8.3 6S 6.7 105% 1.6 2 22 24 26 26 3 13 25 17 19 4.1 4.3 13 l7 49 it 14 36 16 6 6.2 6 < $a 6 a 1107. 1.9 21 23 IS 2.7 Z9 if 23 36 18 4 42 4.4 lb 4.6 S 12 14 5.7 i9 it i3 SS 6.7 S9 115% 2 22 24 26 28 3 12 14 3.6 38 4.1 l3 43 4.7 4.9 it 53 IS 5.7 i9 6.2 6.4 6 6 6.6 7 1277 2 Z3 ZS 27 29 11 13 35 17 19 4.1 l4 4.5 4.6 5 S2 S.4 16 SO 6 t2 s.5 6.7 6.9 7.1 1257 It 13 IS 2.6 3 .32 34 26 It 4 42 La l6 V it 52 53 it 5.9 i1 S2 63 6.7 7 7.2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation I Wall Insulation 3. Raised Floor Insulation 4. Slab Edge insulation S. Infiltration Measures .3g or R-v{Jne(381 U -•value (0.030) N or R-vaiu/e`(III U-vaille (0.0981 �-) or R-vaiae (191 U -value (0.m Or R -value (01 F2 is= 10.771 S=ndard 4 6. GIass Heat Loss D?2,L • Z3 , Type idosole( Uwaiue (O.b51 1 S Tool Glatt (161- 7. Shading (Shade Open) 'g Glass SC + Eff. S GI si a. North 0 x .-7-7 = 6.(P b. East 413 x �3 .� 3�' C. South ,1 O� x = �z' 7 d- West Ste. 2 x = 4-t 0 e. Skylight O x = c7 8. Shading (Shade CIosed) To Glass SC Eff. %,Gllass a. Notch g . f- x S. 7 b. East 4-,S x = -z,, 8 c. South S7.0 x = 1 d. • West x = t e. Skyli ght V x = 9.` Interior Thermal Mass T"rs i xAss ARBA' = s R .:.L LllrltarM A COND.-FLOOR-AREA �10. Exterior Wall Mass fvPS 2 KASS AREA E=mmot Wsu Mass COIND., F L O R AREA 111" H ng Sysstixhl 77- x r T-5 = , (00 Zonal Control? ( Y / N) SE - iLSPF Duct Plfudeaey (0.781 Effective SE or :;igfct tt [0.77!6.61 HSPFI ls] 12. Cooling System -�E x %,j _ - Zonal 1931 'Dia lilt eleoty (o.Tal Elfeatva salt 17.031 p• C 1 13. Water Heating Type iSGI Creat (oaoe( Point Scores - O 0 Surr• Project l luta Project Address Documentation Author Tehpnorn g2- (9s� Bu" e Pmtt 0 meate�d By l.t]•me . Fadarceeeu Aitetey Use Only Slab F :ge..... G LAZ' IN G Shading Devices Glaring Area Glass Type Interior Exterior Overang Framing Type Orie-ntadon (Sr) (singir. double) (roller blind, eat.) (shadesereen. at.) (yeshto) (1neallw004 Nor`t ( ) d&- � Dgl� East ( ) East ( ) East ( ) Sou�h S0U,_h ( ) West ( ) West ( ) Skylight.......-- -- THERMAL MASS Type/Covenng Area Thickness (slab/ezvosted. tilt etc.) (sf) (inches) L=don/Descriation (kitchm bath. etc.) HVAC SYSTEMS . Mi:.imum Duct Type (rurnmr- air Efficiency Location Duca Ourput Manufacturer / Model # conditioner. heat Dumy) (SH. SEER.HSPF) (aeric, eta) R -Value (Btuh) (or auproved equal) _y r Maximum Furnace Headng Output: HOT WATER SYSTEMS IF _RFA_Btuh 8Vm ammTy Tank Manufacturer/Model # System Type (storage gas. etc.) Capacity (or acoraved ecual) n _ S G, , so MA' -A win SPECL-kL FEATURESlREMARKS (Add extra sheets if necessarY) P kla=lLory Measures Checklist: Resident:al MF -1R r NOT): :.owe rcmdcno." bwklmu sub P= to Ne Sanmrds must «c Utese thermos" eeprdlm of me mmotiaaatx apprmCn used. (tans mararb wN sA utcrut (') m,r be ntoc=md by �e atMtlQtm eompuurt¢ reou/abs fifd on Ne CvuGorc of ComoiLwm= WAat Nn Crccx1ie u trcorpQatcd No Ne ptarma doctrrnatm us, (cure cora aasll be conuoard br all owun as bumung mta.tttum eomoonene porfQarnot roeartcauan, for Use wwaatary rcossao �ntarty tne7 arc vto.e rls.rnem N List 00CUnb to or as IMS "hwAt:.. only. . DFSCUMOM DESIGNU I FxiaaCEWrr Swldint En.Nooe Measures - 12.5352(al: Mtnuttumcaimt mwlaLmm R•19 ..atWA r.eratc. 12.5357fb) L.mse rill au"'auon mantafacud ••a heeled R -value: - 12.5332(cr Mmunare .all tnsulaoon is famed .rsla A-1 I t.ettnusl s•aage (does not apply a eslvtor mast W alts). 12.5332f1sk Slab adRe irtaulauon . wuo absorOLat raze no treys tns+ 0 3 S. +rust .apv uammusson rate no pea&u than 2.0 panvirctt ;2.5311: ImvLuwl somfiw or instilled meets California Etcq Comnumon (CFC) gtdirq standards. Imscaue type stud form. 12.5352(fr vatsw onno marudatory h Climate Ions Ia and Mostly. 12.5317: InrtltsauonrEsrt(traoon Conoois " L Doors and winoo-s oawi=a eonauoned and uncondusoncd sPa= drsptLd to limit air Iotast b. Doors aha wnm.s cauried. C. Doors arto .rwuhmn raNers;r%"c= as joints arts: oo+eaatiou ratuutrd and seated. J2- 5352(c)* Spoaal krdtrauoe earner unsallea to comply wmh 12.5351 .sects CEC quality I ss:rtaaraz 12.5352(4): Installation of Facouc= 1. Masa.• aha factory -buds rt =,— na.e a. ,,, igm rumng. eloz=oic a.eal or oats door b. OuLs+de aur tnc= =nut damps std tmutod C. Flue mmoer and eonad 2. No eonottuous taamnt yes pilots allo.e+d. HVAC sad Plambiot Srsteon Measure 12-5352(1) and :-5303: Soave eo"isorunt worpmot saint; atneb oieulaoorts. 12-5352(h)=W2-53l5: Setbaa mammtm en all appiable haunt sys t= 1.12-5316(a)- Ducts constnscvs insallco and in a-lau+0 pa C hapta I0.1976 UMC J2- 5316(b): sisatta n== m e amnpe co.1%. 12-5314(ct Gas -raw space hcaLing catriomau has iaa+niaau iptition devices 12-531x: HVAC egrpmam rales healers, sborvt+estas and faueas astiried by the CZr_ i2•SIS2Cuk water bot= iruulauon blame= (R-12 a grata) or corneum intaiotnsunor inswauon (R-16 or peau=r rat 5 feet of pines ales Io tank insulated (R-3 or pour). i2.5312(Eseeouon rr Pipe iswulauan as scant and spm cadence ratan do redea+latint I promo i 12.5319(dt S- ntmmg Pod Homing 1 1. Sysem has: L Onro(f switch on nota. ' b. womnaoroof insaucimn plate on hots. c Plwnocd to alta_ for sour. 2. 75 p=r-nt thermal drnoarey. 3. Pont co.=. 4. Time ckcz. . 5. Dumcuormi rata sitz Cithtiat and Apphpeer hleawres r 12.53320 Upunt - 25 4rrrnstwamt or porta for trwal liithunt in 1osctw= and bathroom I i2.5314(c): Gas ruca appuamcs egwpped .rim invataiaau ignition device 12-5314(a): Rci igcrawm rdritmtor-(rootm (revers and nuoRsou L np ballasts ccrdfiW by the CcC Inmate trots and Monet numtra. COWLIANCE STATENMI T This =tLfi=e of campiia o= lists th-_ building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. C. ozacr 2. Subchap= 4. Article 1 of the California Administrative code. This =—aficate has be= signed by the individual wich overall design rmp=bMcy and the balding owner. who stall :rain a copy of it and am=mit the fxztificate to say sabscqutmt pardtaser of the building. Designer Nam= Tstle/Ft1r¢ ' Addrra Telephone tic. 0- (siCrtsbut) (dame) Documentation Author N annus; Tick,Ft,.,,L Building Owner Name � T,ttdF•1:� Tckplumc (sic"tu e) (date) Enforcement Agency Name ACcncr. Glass Area ,.. %, Glaze BL'TI,DING DATA North .•. IR - (o Conditioned Floor Area 2?i 2 Number of Stories Z Number of Units Z F.sst South S o Slab/Raised Floor Family Detached (Sr�D) [ ] Addition Alone West ..� g' --a (Single Single Family M=ashed (SFA) [ ] Existing Building Skylight Total O 23 1 () Multi -Family (MF) (] Existing -Plus -Addition B L7I:I.DLNG SHELL INSULATION Component Insulation Location/C.-,=C.-= Tyre R -Value (atfic.:a gwaga, trrr,5i~' eta) W2.11 .............. Roof........»... Roof........_... Floor ........ »... Foor............. Slab F :ge..... G LAZ' IN G Shading Devices Glaring Area Glass Type Interior Exterior Overang Framing Type Orie-ntadon (Sr) (singir. double) (roller blind, eat.) (shadesereen. at.) (yeshto) (1neallw004 Nor`t ( ) d&- � Dgl� East ( ) East ( ) East ( ) Sou�h S0U,_h ( ) West ( ) West ( ) Skylight.......-- -- THERMAL MASS Type/Covenng Area Thickness (slab/ezvosted. tilt etc.) (sf) (inches) L=don/Descriation (kitchm bath. etc.) HVAC SYSTEMS . Mi:.imum Duct Type (rurnmr- air Efficiency Location Duca Ourput Manufacturer / Model # conditioner. heat Dumy) (SH. SEER.HSPF) (aeric, eta) R -Value (Btuh) (or auproved equal) _y r Maximum Furnace Headng Output: HOT WATER SYSTEMS IF _RFA_Btuh 8Vm ammTy Tank Manufacturer/Model # System Type (storage gas. etc.) Capacity (or acoraved ecual) n _ S G, , so MA' -A win SPECL-kL FEATURESlREMARKS (Add extra sheets if necessarY) P kla=lLory Measures Checklist: Resident:al MF -1R r NOT): :.owe rcmdcno." bwklmu sub P= to Ne Sanmrds must «c Utese thermos" eeprdlm of me mmotiaaatx apprmCn used. (tans mararb wN sA utcrut (') m,r be ntoc=md by �e atMtlQtm eompuurt¢ reou/abs fifd on Ne CvuGorc of ComoiLwm= WAat Nn Crccx1ie u trcorpQatcd No Ne ptarma doctrrnatm us, (cure cora aasll be conuoard br all owun as bumung mta.tttum eomoonene porfQarnot roeartcauan, for Use wwaatary rcossao �ntarty tne7 arc vto.e rls.rnem N List 00CUnb to or as IMS "hwAt:.. only. . DFSCUMOM DESIGNU I FxiaaCEWrr Swldint En.Nooe Measures - 12.5352(al: Mtnuttumcaimt mwlaLmm R•19 ..atWA r.eratc. 12.5357fb) L.mse rill au"'auon mantafacud ••a heeled R -value: - 12.5332(cr Mmunare .all tnsulaoon is famed .rsla A-1 I t.ettnusl s•aage (does not apply a eslvtor mast W alts). 12.5332f1sk Slab adRe irtaulauon . wuo absorOLat raze no treys tns+ 0 3 S. +rust .apv uammusson rate no pea&u than 2.0 panvirctt ;2.5311: ImvLuwl somfiw or instilled meets California Etcq Comnumon (CFC) gtdirq standards. Imscaue type stud form. 12.5352(fr vatsw onno marudatory h Climate Ions Ia and Mostly. 12.5317: InrtltsauonrEsrt(traoon Conoois " L Doors and winoo-s oawi=a eonauoned and uncondusoncd sPa= drsptLd to limit air Iotast b. Doors aha wnm.s cauried. C. Doors arto .rwuhmn raNers;r%"c= as joints arts: oo+eaatiou ratuutrd and seated. J2- 5352(c)* Spoaal krdtrauoe earner unsallea to comply wmh 12.5351 .sects CEC quality I ss:rtaaraz 12.5352(4): Installation of Facouc= 1. Masa.• aha factory -buds rt =,— na.e a. ,,, igm rumng. eloz=oic a.eal or oats door b. OuLs+de aur tnc= =nut damps std tmutod C. Flue mmoer and eonad 2. No eonottuous taamnt yes pilots allo.e+d. HVAC sad Plambiot Srsteon Measure 12-5352(1) and :-5303: Soave eo"isorunt worpmot saint; atneb oieulaoorts. 12-5352(h)=W2-53l5: Setbaa mammtm en all appiable haunt sys t= 1.12-5316(a)- Ducts constnscvs insallco and in a-lau+0 pa C hapta I0.1976 UMC J2- 5316(b): sisatta n== m e amnpe co.1%. 12-5314(ct Gas -raw space hcaLing catriomau has iaa+niaau iptition devices 12-531x: HVAC egrpmam rales healers, sborvt+estas and faueas astiried by the CZr_ i2•SIS2Cuk water bot= iruulauon blame= (R-12 a grata) or corneum intaiotnsunor inswauon (R-16 or peau=r rat 5 feet of pines ales Io tank insulated (R-3 or pour). i2.5312(Eseeouon rr Pipe iswulauan as scant and spm cadence ratan do redea+latint I promo i 12.5319(dt S- ntmmg Pod Homing 1 1. Sysem has: L Onro(f switch on nota. ' b. womnaoroof insaucimn plate on hots. c Plwnocd to alta_ for sour. 2. 75 p=r-nt thermal drnoarey. 3. Pont co.=. 4. Time ckcz. . 5. Dumcuormi rata sitz Cithtiat and Apphpeer hleawres r 12.53320 Upunt - 25 4rrrnstwamt or porta for trwal liithunt in 1osctw= and bathroom I i2.5314(c): Gas ruca appuamcs egwpped .rim invataiaau ignition device 12-5314(a): Rci igcrawm rdritmtor-(rootm (revers and nuoRsou L np ballasts ccrdfiW by the CcC Inmate trots and Monet numtra. COWLIANCE STATENMI T This =tLfi=e of campiia o= lists th-_ building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. C. ozacr 2. Subchap= 4. Article 1 of the California Administrative code. This =—aficate has be= signed by the individual wich overall design rmp=bMcy and the balding owner. who stall :rain a copy of it and am=mit the fxztificate to say sabscqutmt pardtaser of the building. Designer Nam= Tstle/Ft1r¢ ' Addrra Telephone tic. 0- (siCrtsbut) (dame) Documentation Author N annus; Tick,Ft,.,,L Building Owner Name � T,ttdF•1:� Tckplumc (sic"tu e) (date) Enforcement Agency Name ACcncr. x FLOOD ZONE; F. I. R. M .: 0600i u Q fl S C THE 2007 CBC, CMC, CPC, CEO, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. Sypp�O�D LtNtl'C'E� AG �u�`olNlr 5-HEET INDEX Ti TITLE SHEET / SITE PLAN ARCHITECTURAL DRAWINGS Al FLOOR PLAN A2 BLEVAT1ONS / SECTION A3 FOUNDATION PLAN 3_ EDP. 3 BA TEES IDE 1) r '> l' _FAL v L- _ IE.J/Si=�OS,aL APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS BUILDING PERMIT# /p'' OlgL- ASSESSOR'S- PARCEL# ��%' ZLV" 0 q Lm, y ARCHITECTURAL SYMBOLS A63 DETAIL BUBBLE —i SHEET DETAIL 1S DRAWN MAIL TME DETAIL TIRE 1p--r-a- DETAIL SECTION SYMBOL Au BUILDING SECTION SYMBOL Cit C -0P9 MATT TEAGUE 2367 Dayton Rd. Chico, CA 95928 (530) 893-1350 DESIGNED M. TEAGUE DRAWN M. TEAGUE DATE 18 Feb 2010 REVISIONS DATE I 's t Ise, Xo'• In C I d A BP ALT N 40 20 50 20 COMPLY WITH CALIFORNIA I ELECTRICAL CODE- ART. 210.S GROUND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, KITCHEN, LAUNDRY, UTILITY & WET BAR SINKS, AND EXTERIOR RECEPTACLES COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE 220.1 REQUIREMENTS PARTS 1,11, III, IV, &V COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART/CLE 25C REQUIREMENTS FOR GROUNDING AND BONDING PROVIDE GLULAM CERTIFICATE AT TIME OF FRAME INSPECTION TO FIELD INSPECTOR 2 30 (d LANDINGS I3 LANDINGS AT DOORS SHALL COMPLY WITH 2007 CBC SECTIONS 1 006.1 .5, 1 009.4 & 1 01 0.6 FY 40 20 T N BRACED WALL LEGEND C. BRACED WALL LINE EFFENCINL:Y LIGHTING (PERM: INSTALLED LUMINARIES): SECTION ISO 5 1 n KITCHEN- HIGH EFFICACY 2118 UP TO $0% OF TOTAL WATTAGE CAN BE LOW -8 EFFICACY. ALL HIGH .CAr1'cACY•AND LOW EFFICACY LIGHTING MUST BE SWITCHED • I SEPARATELY ' BATHROOM- HIGH EFFILACY OR MANUAL -ON OCCUPANCY SENSOR BP GARAGE- HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR LAUNDRY R'•3OM- HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR UTILITY ROOF:• HIG H. EFFICACY OR MAN UAL -ON OCCUPANCY SENSOR ALL OTHER INTERIOR ROOMS (EXCEPT CLOSETS < 70SQR. FT) HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR OR DIMMER s P1 OUTDOOR LIGHTING ATTACHED TO BUILDING —HIGH EFFICACY WALL )AND CONTROLLED BY MOTION SENSOR W/MANUAL- ON/AUTOMATIC OFF SWITCH ...7 AND PHOTO CONTROL URACED WALL PANEL TYPE PER UBC 2308.9.3: BP WOOD STRUCTURAL PANEL SHEATHING WITH A MIN. THICKNESS OF or 51-8" BP 5/16" IN ACCORDANCE WITH TABLES 2308.9.3(2) AND 2308.9.3(3). 30 BP ALT L COMPLY WITH CALIFORNIA ELECTRICAL CODE- FOR WIRING METHODS- SECURE CONDUCTORS AND I CONDUIT PER ALL APPLICABLE REQUIREMENTS AS REQUIRED BY THE , 2007 CEC FOR THE SPECIFIC METHOD O F_WIRINL3 -_ -_ - - —•_'� -- 3-1/8" x 9" GLULAM (24F-V4/DF) S 10 OH DOOR \17\\\\s==s2 — — — mow BP FLOOR PLAN LEVEL ONE Iia• - 1'-O' AREA 672 SQ. FT. BP WHERE INDICATED, ALTERNATE BRACED WALL PANEL PER UBC 2308.9.3.1. SEE DETAIL 1, THIS SHT. ALT BUTTE COUNTY BUILDING DIVISION' APPROVED - --- ALTERNATE BRACED WALL Fay. v�1r 1/a' - 1'-0- WALL MATT TEAGUE 2367 Dayton Rd. Chico, CA •95928 (530) 893-1350 DESIGNED M. TEAWE DRAWN M. TEAGUE DATE 19 Feb 2010 REVISIONS DATE Z Ma Y.- 0 0 J LL �> ONo m�WHO J N 0M:2.,c N I QW �Ure) Q O O 0M OO W_U p)U41z J < Al I - I 2x BLIN. O PLYWOOD ] JOINTGARAGE DOOR HEADER WHETS APPLICABLE I EDGE NAIL ALL BOUNDARY MEMBERS I • 3/0' COX OR OSE W/ 8d 0 EDGES R 12' O.C. FIELD. I MUM DBL IONG SND . I I WHERE HDR OCCURS BP OF B P ' . I ----(2) N POST ALT N i w� r/2M& 10• A.B. TOP OF SUB OR STEM WALL I ' I I SIMP. HTT16W/ SSTB19• TV. P.T. SILL. OR SOLE PULE BP BP CONT. FTG. W 6'-0" -----' MIN. TOP Q 9DY. ALTERNATE BRACED WALL Fay. v�1r 1/a' - 1'-0- WALL MATT TEAGUE 2367 Dayton Rd. Chico, CA •95928 (530) 893-1350 DESIGNED M. TEAWE DRAWN M. TEAGUE DATE 19 Feb 2010 REVISIONS DATE Z Ma Y.- 0 0 J LL �> ONo m�WHO J N 0M:2.,c N I QW �Ure) Q O O 0M OO W_U p)U41z J < Al OMP. SHINGLE ROOFING ,/ 7/16 SHEATHING SOUTH ELEVATION EAST AND WEST ELEVATIONS BUILDING DIVISION NORTH ELEVATION CTION 1/4- - 1•-0- MATT TEAGUE 2367 Dayton Rd. Chico, CA 95928 (530) 893-1350 DESIGNED M. LEAGUE DRAWN M. 1EAGUE DATE 19 Feb 2010 REVISIONS GATE a z_ �>- 0Co J= Worn I m0 J01N N QW SUCD M -0 W02: U MOS �g o= va a J A2 a:.. r— B BP BP T I AL 1 ' O BP VA 1 1 5-4 FF A 4" CONC SLAB ON 4" SELECT GRAVEL 11_�n 5,_4" L` CL 1 o BP o A 14-1 1► BP FOUNDATION PLAN TIEDOWN SCHEDULE TIEDOWN TIEDOWN MINIMUM (2) 2X POST CONNECTION TO FOUNDATION MARK HRDWRE POST SIZE REQ. NAILING TIEDOWN POST EMBEDMENT 1 HTT16 DBL 2X 16d ® 6" O.C. (18) 16D NAILS SSTB16 EMBEDDED AGGREGATE OVER THE ENTIER.JOINTINTERFACE. CONSTRUCTION aJ DOOM JOINTS SHALL BE ADEQUATELY KEYED. (12-5/8' BP BP CONCRETE NOTES 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 psi z It I ® 28 DAYS. MAXIMUM SLUMP SHALL BE 4", MINIMUM CEMENT CONTENT SHALL o CO o J= Xrn BE 500 lbs/cu.yd. 2. PORTAND CEMENT SHALL CONFORM TO ASTM. C150. TYPE I OR II. 3. CONSTRUCTION JOINTS SHALL BE PREPARED TO EXPOSE CLEAN, SOLIDLY EMBEDDED AGGREGATE OVER THE ENTIER.JOINTINTERFACE. CONSTRUCTION aJ DOOM JOINTS SHALL BE ADEQUATELY KEYED. 4. PROVIDE CONSTRUCTION, CONTRACTION, OR WEAKENED PLANE JOINTS AT o� INTERVALS NOT EXCEEDING 20 FT. IN ANY DIRECTION. MATT TEAGUE 5. ALL SLAB FLOORS SHALL HAVE A MIN. THICKNESS OF 4" OVER 6 MIL VISQUEEN OVER 4" SELECT GRAVEL 2367 Dayton Rd. Chico, CA 95928 (530) 893-1350 REINFORCING STEEL (VOTES PROVED DESIGNED - M. TEAGUE DRAWN 1. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615. ALL BARS SHALL BE INTERMEDIATE GRADE DEFORMED BARS -TYPE N GRADE 40, U.N.O. DETAILS FOR REINFORCING SHALL CONFORM TO CH. 7 OF ACI 318-95. M. TEAGUE DATE 18 Feb 2010 3. WELDED STEEL WIRE MESH SHALL BE 6•X6" W1.4XW1.4 WWM AND SHALL REVISIONS DATE CONFORM TO ASTM A185. SPLICE LAPS SHALL NOT BE LESS THAN 8". 4. BAR SPLICES, U.N.O., MINIMUM 40 BAR DIAMETERS, BUT IN NO CASE LESS THAN 24". HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 60" MIN. 5. BENDS IN BARS SHALL BE IN ACCORDANCE WITH ACI 318-95. 6. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR GROUT. 7. WHERE REQUIRED FOR CLEARANCE, BAR SUPPORTS SHALL BE PLACED AS AS SPECIFIED IN THE "MANUAL OF STANDARD PRACTICE' PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). B. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO CENTER OF BAR UNLESS NOTED AS "CLR'. CUR DIMENSIONS ARE TO FACE OF AND CONCRETE COVERAGE SHALL BE 3" MIN. WHERE CONCRETE IS PLACED DIRECTLY AGAINST EARTH, AND 2" WHERE CONCRETE IS PLACED AGAINST FORMS. BARS IN SLAB ON GRADE SHALL BE AT MID—DEPTH, U.N.O. 3" SQ. PLATE WASHER, �(O 221) "7'N/Gyr,CSS, BP 2x MUD SILL (P.T.) 1/2"0 A.B. (7" min embed) - undisturbed grqde p #4 TOP AND BOTTOM 12"--1 min SLAB FOOTING 4" CONC. SLAB W/ #4 ® 18" O.C. E.W. P MIL VAPOR BARRIER Z O Q M 0 a z It I -UNDISTURBED SOILa- o CO o J= Xrn 1 Uj LO 0 m --1Cn CJ CV aJ DOOM BUTTE v;uuiv f Y a o Qx "'� Mom o� UILDING DIVISI��� �� Q _ PROVED tAID- A3 D p T:� Z z 4 A I�' 3 o I c3 h r rif±{ o-� �PPFffln'. 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