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l NOTES 2\ i RESIDENTIAL/ o yv -loZo c3 01-1700 ' BEC_IQVIAN, TOM & KAIZEN �CONT: OWNLR` NEW SF W/2 ATCH GARGS, DECK,COV PORCH OFFICj� QC�OP Address I-1 Y ' "KJ"� GAS L Meter By Date Z/ ELECTRIC Meter By Date I OFFICE COPY Address P/,v5 fj6mg -D C GAS Meter By ` Date ELECTRIC !� Meter By Date .1 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT COND,ITIONS SUB -STANDARD HOUSING LETTER HE 0101012 /.i /! am JOB FINALED (Date)— Signature r `t( t� 4 a( i 4 Ir . c t� �s RESIDENTIAL/ o yv -loZo c3 01-1700 ' BEC_IQVIAN, TOM & KAIZEN �CONT: OWNLR` NEW SF W/2 ATCH GARGS, DECK,COV PORCH OFFICj� QC�OP Address I-1 Y ' "KJ"� GAS L Meter By Date Z/ ELECTRIC Meter By Date I OFFICE COPY Address P/,v5 fj6mg -D C GAS Meter By ` Date ELECTRIC !� Meter By Date .1 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT COND,ITIONS SUB -STANDARD HOUSING LETTER HE 0101012 /.i /! am JOB FINALED (Date)— Signature ✓ = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except#'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete ` Wood Awn.; Posts-Beams-Rftrs.-Con nectors° Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) MOBILE HOME INSTALLATION (Plans) OK except #'s 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Zoning Requirements -Setbacks -Easements 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Footings; Size -Spacing -Marriage Line ' 7. Well Clearance & Disconnect k MISCELLANEOUS Date 8. Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Date Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Card B-1 Date Card B-1 Date Wood Awn.; Posts-Beams-Rftrs.-Con nectors° Shthg.-Frg-Bracing Card B-1 Date Card B-1 r 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 Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 2. Soils; Compaction -Structure Stability Date 3. Card B-1 Date Card B-1 Date 4. Card B-1 Date Card B-1 k 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; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors° Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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, Distance-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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 v J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (S Date 4nderfloor (Plans) OK except If's oni -Setbacks-Easements-Flood-Slope t F ., Main; Soils -Elea Grnd.-' /" Fig. Depth L i F ., Garage; Soils-Steel-Elec. Grnd.-/( r /" Fig. Depth rar Q Ftg., Porches & Decks; Soils -Steel-/ P' Fig. Depth emwalls, Main; Steel-Blockouts-Wrapped .t6--Stemwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors —.Slab, Steel -Wrapped 8. P' rs-Fireplace Ftg.-Steel VOID.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchor r as Pipin ize Test r Pipe; Test -Anchors -Regulator -Service Test Ar EI ctric Underground .WrHums & Ducts; Clearance -Material -Support -Ins. ders-Sills-Anchor Bolts -Joists- Vent s-Crippies Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date XqMBIN2 (Permit) OK except N's W er Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection j„ r i giew 114-9�ower Pan; Test, First Floor -Tub Access Z-•.Z7.6Za ub & Shower, Second Floor -Tub Access as PiDe: Sixe & Anchors Date r d 0 Card B-1 r Date Card B-1 Date Card B-1 Date Card B-1 Date TRICAL (Permit) OK except If's 2 . F' ure & Transformer Clearance -Ins. Protection 2 . EI . Receptacles Spacing -Lights & Switches at Doors S1. Boxes & No. of Conductors Stapled R ex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 iance Circuits in Kitchen & Conductor Size GF teed Wire Size 0 ga. Cu o A A.C. Wire Size C r AI Range Circle / ga Cu or AI -Oven Circ. to % a or At Insulated Neutral ❑ Yes O No ,33- ice -Riser Conductors & Ground Main Disconnect uip. Clearances Panels-Motors-Mech. Equip. C rhes Closet Light -Shower Light -Spa Light Smoke Detector Date2ZU, 0& Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date YEPHANICAL (Permit) OK except H's C..Ducts Insulation & Support nt Fan, Exhaust above insulation ndensate Drain & Overflow, Size & Grade F pace -Vent Access -Comb. Air -Return Air Vent 115 outlet AfOrAttic Access & Platform if Furnace in Attic Date? , 0 ZCard B-1 Date Card B-1 Date Card 1 Date Card B-1 Date RAMING (Permit) OK except k's lls Proper Materials & Anchors a s Studs -Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing K Stop in Walls (rat proof) J'Z 4 ire Stops, Furred Ceilings -Stairs -Chase -Tu V. Headers & Beams -Size & Bearing • i i jingle & Duple Date _FR MING (Continued) (hifa ers-Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties- Puriin-Roff Brac.-Truss -Shting.-Rfng. Fir lace Ties or Type A Flue -Fireplace Throat Clearance tti Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 4111�, 51. Ga2ge Fire Protection Framing JLC, p A id 1_1 ro rty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ii,lvwoocl on Roof Overhang -Attic Vents -Rafter Outriggers 6 ;ding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access A 7)Glazing Area -Glass Protection -Skylights -Plastic 9. Shear Walls; Nailing -Bolts 60. oPrace Interior/Exterior Wall Panels `2 .n .47— [L�4T Insulation -Walls -Ceilings 62. Infiltration- Walls -Windows Date ` r! V . C1r..Card B -1(L Date Card B-1 Date --ala — Card B-1 Date Card B-1 Date AL (PI ns) OK except N's 63. St -Door & Sidelight Protection -Landings S oke Detector 9Y Furn ts-clearance•Comb, Air -Connector - I ge; Above Floor-Ducts-Mech. Protection 1fj7! K.I. & Bath Fixtures & Tub Access -Spa dRO"Vec. TriBY<_Subpanel, Breaker Sizes & Labels lg!F' epla r Stove, Clearance -Hearth E ets t Wood Panel, Int. & Ext. Fi Appl'ance; Ground -Air Gap -Cooking Clearance EI . Ou s eceptacles at Kit. Counter Gar a re Door; Swing -Landing -Closure 7 uct in Garage -Damper Xe4tr. r.; Vents -Clearance -Comb. Air Connector-P.R.V. I ara ; 'Above Floor-Mech. Protection PI ec. & Mech. Equip. Listed for Location 7 c. 5eceptacles in Garage (F.F.I.)-Romex Protection In ation-Foam-Looked in Attic Guard Rails & Deck Construction -Post Caps 1 n. VBents & Crawl Hole Door Drainage & Wood -Earth ClearanSaJ.,eyked under Floor O Yes 2. owin /Drive J Yes J NoMalks D Yes J No/Planters J Yes J No ccoaFeyrn -P i n i s h 8 Unit Disconnect, Electrical -Plumbing nts a Roof, Plbg-Appliance-Fireplace-Clearance to Openings 6 ate ell, Disconnect, Electrical, Plumbing erior Elec. Trim, G.F.I. Receptacle -Underground S8 entilatidn Throughout House 42rom Previous Inspections -Meters Tagged, Gas -Electric Sewer Connected -C/O to Grade -HD A ;ompliance Certificate -Other Certificates Date L10 Caid$-1 Date Card B-1 Date r Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: f COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ck OWNER CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice 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. REV 10/92 _- - COUNTY OF BUTTE BUILDING -DI RIVISION S DEPARTMENT-OF DEVELOPMENT SERVICES 0�' - 411 MainStreet • Chico, CA • (530) 891-2751 - " 7 County Center Drive • Oroville, CA • (530) 538-7541 t` CORRECTION. NOTICE iDO Tkk-w CL41�) OW ER PERMIT NO: k t A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice 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. ':r l ncv wiyc .- _ �...._-..,..,..i.-.u.w..:a�:•..n:v.,..-F•as-. rt+�s.►ti-+;«•Y�'yii�r+yrrj"s'«'*i�1f`7�'��'��'+9""`t-i=�=X,..�-.a: COUNTY OF BUTTE .......... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico;-CA • (530) 891-2751 7 County�Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 1 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 notice 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.- „ i A f vim, i COUNTY OF BUTTE . BUILDING DIVISION t < < DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine above ad Date Z r LQ r Q Z Inspector REV 10/92 ±,—......r-�...�,c.,�.cn..,R.,�e.-.�,-,.�..�- .r• .,,w,�'r�F.o tl �! .,=?�-"Ys--�a....,Rrx.;r-:tom OUNTY OF BUTTE} , , !I I k BUILDING DIVISION •I y l ' DEPARTMENT OF DEVELOPMENT SERVICES ' 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive` Oroville, CA • (530) 538-7541 CORRECTION NOTICE / 7D '. O ER I 'r' PERMIT NO. A routine inspection indicates that the following violations"of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is _ completed. If you have any questions pertaining to this matter, or need additional explanation, please ontact-this office immediately. K y� - 'fs u 4 O (-o-7 5 _.(!50 1/ 0 0 z f Is CkQjyk_6/. / INTER -DEPARTMENTAL MEMORANDUM, VDOATE: BUILDING DIVISION, OROVILLE 10 OM: C/,;<��,3�i �� la%, ENVIR. HEALTH, CHICO RELEASE ENV. HEAL'T'H HOLD ON BUILDINGFINALFOR: OWNER NAME: %� 0 SEPTIC:y WELL: AP# ADDRESS/LOCATION: ( o T 13 oOomments: �/ f�� GL/memos/releasehold 7 aim : t --( 7 01-1-7 00 �1� ���� C� �� �- ��a -013 1 7 7 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541R IT o. fd2y (Rev. 12/96) APPLICATION AND PERMIT UI -/ ASSESSOR PARCEL NUMBER 040-050-068 LOT 13 ZONING BUILDING PERMIT OWNER BECKMAN TOM & KAREN TELEPHONE SO. FT. OCC. BUILDING VALUATION r 141 G ' OWNERS MAILING ADDRESS 3532 BRIDLEYLN. CHTCO, CA 99971 CONTRACTOR'S NAME OWNER TELEPHONE 457 clov, 415 OPEN 21905.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 1-500.00 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1049-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 681 85 BUILDING ADDRESS �'7 8 � 0... v � Energy Plan Checking Fee $ C1�� C V $ PERMIT FEE $ LOTf10. 1� sLIBDN�FAIRW PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap i b 7.00 112.0 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 1.5.00 10-00 TYPE OF WORK New t1'( Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: NEW SF W/ 2 ATTACHED GARAGFS OPEN DECK & COVERED PORCH Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (92O.00 PERMIT FEE $ 9n7 on ELECTRICAL PERMIT Fling Feel 20.00 Main Service zoo i oR u<ss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. �[ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service T° 46.00 CCU000A NEW CONST. DWEWNG OCCUP. WE OR ADDNS. ( y Ate, gLO3. SO 3.5Qr: NOµq °SID ' MULTI -OUTLET 97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR PoRURES BAL p';50 DALNS Ex. Occup.oFT'ILI p D,°1,1, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 -� Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wo ' compensation rovisio s of section 3700 of the Labor Code, I shall f h comps with a pro ions. / Xe. s Date 7 0/Q l Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ o c R— CONST. TYPE VN TOTAL FEE $ 2,399.45 HA2. — D FE IM FLOOD HJ COF p CEL x PD y Ll HV 1 ISSUE This permit is hereby issued under the applicable provisions of the Butte County ode and/or Resolutions to do work indi to a for hiciT fees have been paid. p 8 to o101 ByW& 00100 PERMIT EXPIRES ON ?� Det ReceiptNo.324773/2312.39 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J.yy..,..,`��„h''1T�'t'Y%FiHwe�'iNtvi�i''ei','^-}i�:�tw�'itk�I'•(N�R:+..!''r.r,. _ r. ?. :O' .COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ` 0,,A a ASSESSOR PARC ER: y r o V Proposed Buil g Use: $ Building Inspector: U Date: , U 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 -------------------------------------------------------------------------------------- 2. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------. �. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. `kfi�5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- A. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------- ❑ 8. dour Material Form. ----------------------------------------------. Manufactured Home data and installation instructions mcludin Tie ees of $ ZG 3 v�E(�- -,--� Q-{-------- --g---- Impact fees as shown on the attached schedule. --------------------- Ctalifornia Department of Forestry lana proval/fees. ------ --- Fl elevation certificate. ------- /+ -- - — 4 Sanitation and plot plan approval C,�j • . 0 Health Department. Ell 5. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: 0 j< (B) Parking: Down Contact Land Development about ❑ Improvements, ❑ Drainages, , gal Parcel. ----------------- 9:�ncroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- E124. - ❑ . Letter of signature authorization. ------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. ❑ 26. Letter of intent on building use. --------------------------------- 0 27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- El 49. 1143 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: ------- ;�- I�-��l i.P (Date) t When you issue e e t prods follows El Mail to owner, /❑ aail to contractor. Telephone , and hold for pickup at C 0 office. ❑ Del wi spector. g'iY2.uc-'h. l2i�l l tin/ g�0 /o I P. l-� • & 7 O Applic Date: /0 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi on counter, by Date: Plans reviewed by: Date: Plans approved by: r Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: K Date: TO: Building Department E.H. USE ONLY Piot Rion Attached Floor Plan AnachadIff A Sant to B.O. FROM: Environmental Health SUBJECT: Sanitation Clearance l Owner Location AP# Plan Approved for: Sewage Disposal 1� Water Supply: Public r/ Private Well Clearance for dwelling. Other Final clearance O.K. for: NOTE: t^ Environmental Health Specialist Date 8/96 ;;r,.f�r"v..-^r-•'� ,r.-.F..MT�.•n..ati.-,�..i. ,. , .,��... � �....,--.,...ti.U"�rti..r=n�r�r',�-.r......,.=sA.'�.fi.-.v�.�+-tca....:."'r�',..+.�e�w:,.w•e.,..+.,.,: .,.. .. 4 ., .. ,. BUTTE COUNTY PARRS DEVELOPMENT FES CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) .7d Property Owner d/ Project Location/Address Subdivision S Lot Number(s) Residential Development: (check one) J� New Development _Alteration/Addition _Mobilehome(s) _Non -Residential 1� to Residential '.1✓C' ,i. 'F;'"r'"^-•�b �..,!:. .'>�'�. 1-.P,.� •: .'{, _,►-.tf.:. . r .� .y :r}.a;_�, r.�"v' ..... ...�r"':s''3:': .- .- - Total Number of Dwelling Units 1' Comment: 0/ Building Departme t Representative Date �ryr�rxx�rrr�ryr�rrt,t�r�r�rw�r�r,�*vr�rxr*�rwyrrr�ryr�rvr�r�rvr�ryr�r,�yr,r,�*yrwrr�r�r�r,��ryr�r�r�r�t�ryr*�r�ryr�r�r�rrcyryr�ryr�r**�r C-hico AreaRecreation and Park District(CARD) certifies that ,..�- A45� Applicant Name L-� Street Address 1 Co (Phone Number) 9S7 (City) (State) (Zip Code) has complied with. the -requirements of Butte Co. Reso"lution'No. 90-140 by payment for dwelling units @ $1,189 for total payment of •$ i CARD Representative PAID BY CHECK NO. ' REMARKS: BANK NO._ "- PAID BY CASH ti "LO ap Date RECEIPT NO. 0$/20/01 #7612 10s20AM XXYTOTAL $1189.00 Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fee (form revised 11/90) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM I (One form per Building) t G � School District Sh/ Building Department No. A.P. Number T 0 r (%�� C/(�durisdiction: City County PropertyOwner Property } Subdivision / Residential Development No o Living Units tiVai V v`'sCJ Lot No. I .................................................................................................................. : Sq. Footage Mobile Home Installation ( Addition/ Conversion, r...........................................................................:...................................... 'Supplemental to Permit # i A� *(Nofoundationiinspecti n) (Group R) Commercial/industrial New Addition (Floor Plans reviewed by School District District Identification No. ,609 & School District certifies that .- Sq. Footage (Including Exterior ' Roofed Areas) Date (Applicant) (Street,Address) (Phone Number) ►CO Cit, G` ���3 (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # � Remarks: (State) (Zip Code) /� by payment of $ J:.o !AB 2926 $ , FULL MITIGATION S � O Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 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 sybject to additional school fees to fully mitigate its impact on the school district's schools.. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm .4 i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 (� SCHEDULE OF FEES DUE OWNER_ _ +1 ��i�NI ✓� PROPOSED BUILDING USE IV 5 / f BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES 6` �- Vi\ ltd ��>> (paid at District Office) `0_ 3. SHERIFF FEES (paid at Building Division) o Residential .................................... x $360.00 = $_3 6 0 Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. ommercial (Sq. ft.) .............-X-=$ Sq. f/t.'�� Amt. RECREATION DISTRICT FEES �V ► 11 C C7 ll� oc 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPT # DATE REC. Zi 110 01 _52H4 7. (0. 01 K=d3�0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed duri Ian checking process. APPLICAN •- DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,-3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) INTER -DEPARTMENTAL MEMORANDUM TO: Scott Rutherford, Building Department FROM: Tom Lous�Ie,.E.H.S., Environmental Health ` SUBJECT: Fairway Oaks Subdivision, Sewage Disposal DATE: May 10, 2002 Sewage disposal permit have been issued to the following owners at Fairway Oaks Subdivision: 1. Stephen Schuster, Lot 8 Pasa Tiempo Drive 2. Thomas Beckman, Lot 13 Pasa Tiempo Drive 3. Julie Sabin, Lot 16 Pasa Tiempo Drive The sewage treatment facility is not yet completed. In addition to not issuing a building final per our "Hold" request of the Environmental Health release, the homes should not be approved for occupancy until completion of the bonded improvements regarding sewage disposal. If you have any questions, please call this office. TL/gl/septicdairwayoaksho ld V (/D OM: O TE: - r'f INTER -DEPARTMENTAL MEMORANDUM BUILDING DIVISION, OROVILLE le" /n/�L ENVIR. HEALTH, CHICO �- Zai -GL 7� RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: 0 SEPTIC: WELL: 7AP#1-5 -;Y�.S�j-�� e ADDRESS/LOCATION:a T 13 olomments: GL/memos/releasehold , /700 1 J. ..1 • PRECISION SURVEYING 717 Fifth Street + . Phone 53�54 Orland, CA 95963 Fax 530-865-0162 t Mobile. 530-949-1729 LETTER OF TRANSMITTAL f t " 'DATE Zr O y ` . • A/0- ENCLOSED-ARE-THE FOLLOWING:' .SINCERELY;. rA y . a t ESLIE,,-W ;COKE• �:�.,,;�,�,:_` AUG 6 2002 . PROFESSIONAL LAND SURVEYOR • _ ~� -BUTTE COUNTY ' , . , + w PLANNING DIVISION .'.' FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 ' NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE InVoftft Read the ins ructions on I.7. SECTION A - PROPERTY OWNER INFORMATION ForinsanceCorpiiy€Qsef BUILDING OWNER'S NAME PofcyNiaiitiet; Tom Beckman BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or 1788 Pasatiempo Drive Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC, Numbe........, CITY STATE ZIP CODE Choc CA 95928 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 13 Fairway Oaks Subdivision BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( #01P - #W - ##.##' or ##.####ft) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNrTY NUMBER 82. COUNTY NAME B3. STATE Butte Counly Unirmporeted Area Burne I CA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE El ECTNEIREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth oftloo ft) 06W7CO520 C June 1998 06-08.98 AE 191.5 D 1 u. in—aw vie source or me rsase rr000 tievanon (tint) data or base flood depth entered in 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12 Is the budding located in a Coastal Barrer Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No DesignationDate SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction *A new Elevation Certificate WO be required when construction of the building is complete. C2 Buiding Diagram Number (Select the building diagram most similar to the buidi g forwhd this certificate is being completed - see pages 6 and 7. ff no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations –Zones At AW, AE, AH, A" BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, ARIA1,A30, ARIAH, ARIAO Complete Items C3. -a4 below according tote building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum oonversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ®Yes ❑ No o a) Top of bottom floor (Inducting basement orendosure) o b) Top of ne)d higher floor 194.1 ft(m) o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached gam (top of slab) — _ft(m) o e) Lowest elevation of machinery andtorequpment W 1° servicing the building (Describe in a Comments area) 192.5 ft(m) E o f) Lowest adjacent (finished) grade (LAG) 190.9 ft(m) z3 o o g) Hghest adjacent (finished) grade (RAG) 182. Oft(m) o h) No. of permanent openings (food vents) within 1 ft above adjacent grade 7 J o i) Total area of all permanent openings (flood vents) in C3.h 3024 sq. in. (sq. am) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001 CERTIFIERS NAME Leslie W. Coke LICENSE NUMBER LS 5712 "' ` r` aro orveyor COMPANY NAME Precision Surveying NUUK=_.� CITY STATE ZIP CODE 717 Fifth Street Orland CA 9M SIGNATURE DATE TELEPHONE - W -G2- g, 2, 0 'Z 530 a 194 In these the (IndudingApt, Urik Wb, information from Section A OR P.O. ROUTE AND BOX NO. 1788 Pas ' o Drive " COY STATE ZIPCODE MAIC Num6et: Chian CA 9928 .. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentIoompany, and (3) building owner. WMMtN I b C3. a The interior grade under crawl space is not subgrade on all sides. ❑ Check here N aGachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Budding Diagram Number_(Seled the building diagram most similar to the building forwhich this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _m.(an) ❑ above or ❑ below (deck one) the highest adjacentgrade. (Use natural grade, if available). E3. For Budding Diagrams 6$ with openings (see page 7), the ne)d higher floor or elevated floor (elevation b) of the building is _ ft(m) _in,(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunkYs floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIRCATJON The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E forZone A (without a FEMA -issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE ❑ Check hem ff &3chmmt SECTION G - COMMUNITY INFORMATION (01711ONAL) The local official who is authorized by law or ordinance to administer the oommunity'stloodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or tical law to oertify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or commun'Ityissued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. PERMT KII G6. DATE G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement GB. Elevation of as -built lowestfloor (including basement) of the building IT. _. ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the bulling site is: — _ ft(m) Datum: LOCAL OFFICIAL'S NAME TILE COMMUNITY NAME TELEPHONE SIGNATURE DATE WIVIIVIGV 10 ❑ Check here if attachments FROM : PRECISION SURVEYING PHONE NO. : 530 e65 0162 FEDERAL IIi7Z BICY MANAGEIY MTACIDICY K4 ML FLOOD INSURANCE PROMW ELEVATION CERTIFICATE Aug. 05 2002 06:28AM P2 O.M.B. No, 3067-0077 Expires duly 31, 2002 Rm ftftwo,amm on PEN 1- 7. SICCTMN A - PROP8M 0WNffl iNFORNfA7" fa oe Coli i6efi 17ea: SUtf )m cwvNE" NAME Tom Beckman 8ULDM 3TREET ADDRESS ftW*9 Apt. Unk, SUIW anrt+a• 8W9. ft.) OR P.O. ROUTE AND BOX No. 1?W Paea WnW Ddve CITY c him STATE CA ZIP CA etseze Lot 13 Feiweyoaks SubdNiefon --v----'-- WILD" USE (e.a, ReSkWnW, N&westaenW, AdMon. Aaoesmy, ate Use a area, neoeaewy.) tATTfUDEILONGnIM (OPTION-) HORIZONTAL (DATUM: 30URCE M (Type): (ff- W -"or or tilt~ ©NAD 1927 D NAD 1888 p LISGS Quad LUp Q olhw. NCTION d - FLOW RM)RANCE RATE MAP WOFMTK)N C -0—m UftifY a mAeR 82 COUNTYmkw M. STATE 8edt tow* Urm wmomkdAr% Bute CA I 84.WPANDPAN11 StNUMBERiF11T?C ®. FRIIdpAf� oa) Top ofh1bInfbor(ndtldertgbammeiorencmim) W. BASE FLOOD OA071Ca620 C Bfi. FIRM It�E�(DATE IereeISM WeA&M DATE OHM BB. FLOOD ZO E($) ( �, 5�SO Pegg (bpofsb) ---• 8(m) 0 8}Lath?stwaft 'ofltferit(n@ryartdfora merit � 6 v� fie AE C C No. 5712 ° tj Lowt:sl {fini:'Eled) gtetfe (1AU� �) ° 9) Hira )tde Jj 9 Po ( QR(m) wraun, kw Li- 6 umm RJW dwo untE= n m. [1 FS PMa F RM Cj C,amtu* Debnt*w ❑ otw (gelate); 811. hdicab fhe eiSAAM d*n need for the OFE in M. R hX3VD 1829 p NAVD 1S8 ❑ 08w p mt)a): 812 fa tha fw111exal�d n Coelia( I3artterrOtesm {�{S} arae of 0ltexvdee Rrofbabd Aege f ❑ Yes 0 C1. Bft g are based m [] Cartes - - o Urede rCoreWjWm° ®Rnhhed Cartteburfen *A naw Swan C,eft* vr8 be etaq, m when mnetb ,*n of ft buldrg is fasidnB (seledtl�ahulfined}a9rarr►moatsigidraaseei,idrgTorwlya,brao ishangaoapfersd seEpages6and7, #nodMreen ��Y a9�� Ota bttitditg, provide ask�ait or PbabD�•) C3. Fb atlons—Zw=A,1,A30, AE, AH, A {%a Oq�, VE, V1 VM, V 044 FES AR, ARIA, ARAF. MAI 4M, APJAH, AWAO 00�(tams q,e•i bWow asap b the bui ft diagram C2-3Ws theft= Uml 8 ttta ddum ie dilFerentfam the drum used for tie BrE b Section B, e>onereetthe demon b that tuedfbtft►e BFE Sltawtaald m�eawromen� end dabm aarnettibn c�larlalhn tJse the qmw pe 4dW or the Q manta area of Se Oft D Or SOdmn G, = ppmp * bdo"aM ft dein aommsion. Dahnn,_,_T ConwmbrtlCtYnments Bev 1m telerenoe mac used Doers the e&atbn reiaeertoe mat used mppeaaran Ota O M7 O Yes ❑ W oa) Top ofh1bInfbor(ndtldertgbammeiorencmim) o b)-1(VQfratdtegherfloo► (94.1 R(m} H 1p�D Sp q�F . , .. o .c) Botbra of fewest terr�ortal atttxAual rrte?rrEer {V axessorYy) .� ��(m) a d)AttA[fted $ � 5�SO Pegg (bpofsb) ---• 8(m) 0 8}Lath?stwaft 'ofltferit(n@ryartdfora merit � 6 v� fie astvidr9 the b*WQ (13amft in a Comments area) tm) C C No. 5712 ° tj Lowt:sl {fini:'Eled) gtetfe (1AU� �) ° 9) Hira )tde Jj 9 Po ( QR(m) qTF 0 o h) No. of perlrrlmnerA op�,ga (tioad ver►ml „i8te,1 it abaw? s OF O0TOWaseof8806r10n01taperompftWv�ennt�s)n CQ3�Jv= ssgpbp(s�q.." V W I IMi Y - �7{R��G \ V�{. GI��iQ4 Y!l ARal7f � Ei. f ��iitili This om f cam io t b8 910"d and Se gad by a taw sumer, engleeer, ar arohdee3 autftariwd by taW tD 08ttafy deVahOn inbrreatlan. 1 oe?* fhb the i* Nada( In Seatiarea A, 8, and C cn this w f' rode repreoaft my best efforts to frrterpmt the data available, f undemWd #W my feta@ amMmant msv be polO&W by Mite of #Ppdwnmwt under 18 U.& Code Seddon loot. eEitlREITg NAND leo W. Odie Ll DISE NUtAER l S 5712 MLELwW 5uww COMPANYNAME Pmol fott Wn" AD0FESS 717 Fath 9beet O aid STATE W CODE i DATE ~4wW4R- 01 Z e 0 Z MUIE54194 PRECISION SURVEYING 717 Filth Street Phone 530-865-4194 Oland, CA 95963 Fax 530-865-0162 Mobile 530-949-1729 LETTER OF TRANSMITTAL TO DATE 21 RE: 13 i�J C� pe!f ENCLOSED ARE THE FOLLOWING: SINCERELY, (� v D ESLIE. W. -COKE.-.aUU o PROFESSIONAL LAND SURVEYOR BUTTE COUNTY Ztit4lNG DIVISION i FEDERAL EMERGENCY MANAGBMENT AGENCY O.M.B. No. 3067-0077 NATK NAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE SECTION A - PROPERTY OWNER N(FORMATION For huie ce oanj,eiy Usa BUILDING OWNER'S NAME Poky Number Tom Beckman BUILDING STREET ADDRESS Qnclu ft Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Comparry NAIC Number 1788 Pasatiernpo Drive CITY STATE ZIP CODE Chico CA 95928 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 13 Fairway Oaks Subdivision BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: Ll GPS (Type): ( 1f - AW - ##.Sr or 00. ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other; - _ SECTION B - FLOOD INSURANCE RATE MAP (FLRR INFORMATION B1. NFP COMMUNITY NAME & COMWN" NUMBER 62. COUNTY NAME ID. STATE Bums Canty Ur*u F orated Area Bane CA 84. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL. 194.1 ft(m) B9. BASE FLOOD ELEVATIONS) NUMBER — B6. FIRM INDEX DATE EF ECTIVE*EVISED DATE B8. FLOOD ZONE(S) (Zme A0, use depth of looft 06WC0520 C June 1998 08-08-98 AE 191.5 o U. a iuR iso um nuw o vi utG oasx rKW trevamn tort) we or base woo cepm entereo In t33. ❑ FIS Pro% N FIRM ❑ Community Determined ❑ Other (Describe): 811. Indicate the elevation datum used for the BFE in B9: N NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPAP ❑ Yes N No ' nation Dale -- - SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REOUIREm C1. Building elevations are based on: Construction Drawings' Building Under ConsfnictW Finished Construction 'A new Elevation Certificate A be required when construction of the building is complete. C2 Building Diagram Number8 (Select the building diagram most similar b the building ibrwhiclh this certificate is being oornpleled -see pages 6 and 7. If no diagram aocumtciy represents the buidig, provide a sketch or photograph.) C3. Bevations – Zones Al -A30, AE, AH, A (vA BM, VE, V1 V30, V (with BFE), AR, ARIA, ARAE, AR/AI A30, AR/AH, ARIAO Complete Items C3 --a4 below according tote building diagram specified in Item C2. State the datum used. If the datum is differenUmm the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum oomrersion calculation. Use the spaos provided or the Comments area of Section D or Section G, as appropriate, to document the datum oonverslon. Datum CorhversioruCorxrnents Elevation reference mark used Does the elevation retinene mark used appear on the FIRM? N Yes ❑ No o a) Top of botbm floor(including basement or enclosure) — —ft(m) o b) Top ofnauthgherfioor 194.1 ft(m) o c) Bottom of lowest horizontal structural member (V zones only) — o d) Attached garage (top of slab) o o e) Lowest elevation of maclninery andlorequpment —ft(m) EW W servicing the building (Describe in a Comments area) 192.5 ft(m) o f) Lowest adpoe nt (fndied) grade (LAG) 190.9 ft(m) Z m o g) Highest a*oent (finished) grade (HAG) L% 0 L(m) co o h) No. of permanent openigs (flood vents) within 1 ftabove adjacent grade 7 ra J o ) TotaJ area of all t pe►manen apenngs (ibod vents) n C3.h 3024 sq. n. (sq. dnn) zS�� SND SU9`F� C U lie . Coke , No. 5712 Q sl %-F,' qTF Of GP���`� ~ SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U S Code Section 1001 CERTIFIERS NAME Leslie W. Coke LICENSE NUMBER LS 5712 TMELad Sunepor COMPANY NAME Precision Surveying ADDRESS CrTY STATE ZIP CODE 717 Fib Sbeet � � Orland CA 95963 In trade spaces, copy the information flan Seddon A Fatner:anoeCairr�;ery BUS ING STFW A Pasafien"� Md ft Apt, Unt Suds, a xft BTI. No.) OR P.O. ROUTE AND BOX NO. .......... aTY STATE aPCODE ConperyNAlCNnber Chico CA gra SECTION D - SURVEYOR, ENGINEER, OR ARCHITMT CERTTFIU7M (CONTINUED) Copy both sides of this Elevation Car6ficale for (1) oommundy official, (2) insurance xpftmpany, ab (3) building owner. COMMENTS C3. a The iiteriorgrade under crawl space is not subgrade on all sides. ❑ Check here if MichmertLs SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Iterrns E1 through E4. If the Elevation CeRicata is intended for use as supporting Irdonnaton for a LOMA or LOMR-F, Section C must be aonpieted. E1. Buidng Diagram Number _(Select the building cragram most siniar b the buld'ng forwhicr this os ficate is being conpieted — see pages 6 and 7. If no diagram aoauaiely represents the budding, provide a sketch or photograph) E2 The by of the botbm floor (including basement or enclosure) of the building is _ ft(m) _ir (an) ❑ above or ❑ below (check one) the highest adjaoentgrade. (Use natural grade, if available). E3. For Building Diagrams 68 wlh openings (am page 4 the neA higherflooror elevated floor (elevation b) of the building is _ fL(m) _in.(an) above the highest adjacent grade. Complete demsC3.hand C3.ionfrontoftorm. E4. ForZone AO only: If no flood depth number is available, is the top of the bolom floorelevabd in accordance with the community's floodplain management ordinanoe? ❑ Yes ❑ No ❑ Unknown. The local official must certify this irfomation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERT MATION The properly owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3J only), and E forZone A (without a FEMA4ssued or commundy- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are corned to the best of my Imowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATNE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE WMMM I J ❑ Check here if aftachmertls SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is a d aiaed by law or ord'nanoe to administer the oommuniVs floo*kjn management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable dem(s) and sign below. G1. ❑ The information it Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or archited who is authorized by state or local law b certify elevation inionnation. (InScab the source and date of the elevation data in the Comments area below.) GZ ❑ A community official completed Section E for a building located in Zone A (without a FEMA4zued or oommundyissued BFE) or Zone A0. G3. ❑ The bolowirg i lomration (Items G4 -G9) is provided for community floodplain management purposes. G8. Elevation of as -built lowedfloor (including basement) of the building fs _. 8.(m) Datum: G9. BFE or (n Zone AO) depth of flooding at the buidig she is: _. _ ft(m) Datum: LOCAL OFFICIALS NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE ...rec, i .cIn� ❑ Chedk here Wabdtrttents LOERKE INSULATIVN CO., F.I INSULATION CERTIFICATE -pQ-so, f i 2 'c© .—City-- — _ _ I� -5u6dnn onLot DESCRIPTION OF INSTALLATION 1. ROOF Material -- Thickness (inches) Z. CEILING Brand Name Thermal Resistance (R Value)__ Batt or Blanket Type Fiber9iass Batts _ Brand Name Johns Manville Thickness (Inc►es1_ f3 Thermal Resistant* (R Value) Loose FNl Type-_ - Fiberglass -_ - -- -- - -- -Y _ -`_ MWind Neme Johns anville Contractods min. installed weighU t sq.ALS�Jb. Minimum Thickness_ 12 &ZS- inches. Manufacturer's Installed weight per square foot to achieve Thermal Resistance (R Value) r 3. EXTERIOR WALL Material Brand Name Johns MaMdlle— _ Thickness (inches) --(0-9- Thermal Resistance (11-Value)--k-J-9- 4. R Value) --k- 19 —_-- 4. RAISED FLOOR Uataeft F_ lbe Vtjc watts Thickness (inches) 5. SLAB FLOOR 1 PERIMETER Material _ Thickness Perimeter Insulation Depth (inches S. FOUNDATION WALL Material Thickness (inches_ Brand Name Jahns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance DECLARATION 1 hreby.cerh7Y that the above insulation was installed in the buildR1ppHcab9'Part at the above location. in conformance with a current En�rgy E�fflden S ards for residential b��Idlbt3, Calffomia Code of Regu etions) as indicted on the e> of compliance, wher C.L#498150 - -oo- LOERKE INSULATION NC. At- ,�ale .�.— _ — CO.,, Hata n u nor(Co. ame r Genera G�oniractor (Co. Name) Or Owner gre, a ns liTu6 factorCo. Name r General�Gorltrat;tor (Co. ame) Or wner General Contractor (Cor Name) Ore Owner August 15, 2001 Tom and Karen Beckman 3532 Bridle Lane Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-050-068 Building Permit Number: 01-1700 Tbis office reviewed building plans for the permit application referenced above. Tho plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: _XM -STRUCTURAL COMMENTS: .'our Flood Elevation Certificate is not filled out properly. Please provide a corrected one, wet signed by the surveyor. Also, the total amount of permanent openings must include the garages and interior foundation openings. Please provide the location of the second AC unit. Please have your architect show the location of ALL flood flow-through vents on the foundation plan, including garages and interior openings. 4. Please provide truss engineering for the mechanical loading of both attic furnaces. Your energy calculations call for a radiant barrier. The materials and method of installation must be documented on the plans. A listing must be provided for the barrier. Per the calculations, not only the roof must have the barrier, but the gable end walls and other vertical surfaces in the attic must also have the barriers. Please provide a listing for the AFUE and SEER of the HVAC units. S RUCTURAL COMMENTS: Provide 12.5' long shear wall along wall line E (lower level) as specified in the structural alculations. Plans show a 5' wall. rovide verification from the truss manufacturer that all trusses intended to carry drag loads have been designed accordingly. 1 of 2 N � ry • The calculations specify a 3'/s" x 14" VSL over the sunroom. The plans show a 5'/4" x 9'/2" OILVSL. Please clarify. Please verify that adequate support is provided for the J2 and K2 girder truss reactions. The Q.� plans specify "solid bearing from girder trusses to foundation." Be sure to include the loads �Ot contributed by the flush beams in your analysis. Provide beam design calculations for the 13/4" x 14" VSL rim joists supporting the second floor gable end walls. V Provide verification that the soil with an expansion index of 25 is adequate to support the foundation shown on the plans. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET, 1. Pay Balance of Building Permit fees in the amount of $87.06 2. Impact fees: 2.1. Complete and return the enclosed Butte County Park Facility certification form. 2.2. Complete and return the Butte County School Impact fee certification form. If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541• between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Plans Examiner Cc: Greg Peitz, Architect (SL4,wj�� Philo Hunt, PE Plan Check Engineer. 2 of 2 - FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE InVoftt Read the instructions on pnes 1.7. SECTION A - PROPERTY OWNER INFORMATION For Insuranoe CorWry Use: BUILDING OWNER'S NAMEy. Polio] Number BUILDING STREET ADDREEB� (Indudng Apt, Unit, Suite, andbr Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number f�.4 CITY4! #Ick J c/qSfAT1 ZIP CODE PR TY DESCRIPTION of and Bods Numbers, Tax Paroal Number, Legal Des wtion etc.) (e.g.. ( tam -tae -##Afar or 0.000) ❑ NAD 1927 ❑ NAD 1983 GPS (Type): USGS Quad Map ❑ other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I B2. COUNTY NAME _ _ I B3. STATE_ I B4. MAP AND PANEL B5. SUFFIX B8. FRIM INDEX DATE B7. FIRM PANEL B8. FLOOD ZONE(S) B9. BASE FLOOD ELEVATION(S) NUMBER EFFECTINSMISED DATE (Lore A0, use depth offmckg) &n C, A /99b / E/, -5- B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile *IRM E] Community Determined El Other (Describe): B11. Indicate the elevation da m used for the BFE in B9: X NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑ No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Ct. Budding elevations are based on: 04 Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when oonsbuction of the building is complete. ' - C2 Budding Diagram Number_ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. ff no diagram accurately represents the budding, provide a sketch orpholograph.) Ci. Elevations — Zones Al AX AE, AH, A (with BFE), VE Vt 430, V (with BFE), AR, ARIA, ARIAE, ARIA1 A30, AR/AH, ARIAO Complete Items Cia-i below according b the budding diagram specified in Item C2. State the datum used. If the datum Is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the spaoe provided or the Comments area of Section D or Section G, as appropriate, lo document the datum oonversion. Datum Conversion/Comments Elevation reference mark used Does the elevation referenoe mark used appearon the FIRM? (Yes ❑ No 0 a) Top of bottom floor (including basementorendosure�S &WO NI— It. m) m ❑ b) Top of nerd higher floor / 1 �ft(m) `n 0 c) Bottom of lowest horizontal structural member (V zones only) _. _f4m) m 0 d) Attached garage (top of slab) 1�i. R(m) O e) Lowest elevation of machinery andforequipment w to servicing the budding /f2. SfL(m) E 0 f) Lov est adjacent grade (LAG) Z in 0 g) Highest adjacent grade (HAG) /92 (m) I 0 h) No. of permanent openings (flood vents) within 1 ft above adjacent grade % 0 ) Total area of all permanent openings (flood vents) in C3h _sq. fn. (sq. an) 5,0 24 SQ 14, , SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION F, Leslie W. Coke, This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that an false statement me be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAMEr , /, " LICENSE NUMBER 44 TfT1F Ll -mm COMPANYw►NE PEC/�/�.0 SGl2V�Yln//� ADDRESS, T CITY STATE" �y • ZIP CO SIGNATURE /1711 h , /` loll, l/ G --,//DATE /) X71 TELEPHONE - FEMA Fnrm 81-31. AUG 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding infomtation from Section A For Insurance Canpay Use f BUILDING STREET ADDRESS (Induc4 Apt, UnSuite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.—rPoliq Number CITY STATE ZIP CODE I Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) bulling owner. ❑ Check here if aWn-ents SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (IMT'HOUT BFE) For Zone AO and Zone A (without BFE), complete Items Et through E4. ff the Elevation Certificate is intended for use as supporting information fora LOMA orLOMR-f, Section C must be completed. Et. Building Diagram Number _(Select the building diagram most similar to the buidrhg forwhich this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2 The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(am) ❑ above or [--]below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (seepage 7), the ne4higher flooror elevated floor (elevation b) of the building is _ fL(m) _in.(crn) above the highest adjaoenl grade. E4. For Zone AO only: If no flood depth number is available, is the trop of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must oertifv this information in Sedan G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, and E forZone A (without a FEMA4ssued or communiy-bsuad BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAHE ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain managementord'nance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or ardhitedwho is authorized by state or local law 6o cerli()+elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMAissued or oommunrlyissued BFE) or Zone Ail. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE G7. This permit has been issued for. ❑ New,Construd'an ❑ Substantial Improvement G8. Elevation of as -butt lowest floor (indudng basement) of the building is: _ _fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE COMMENTS ❑ Check here if attachments FEMA Form 81-31. AUG 99 REPLACES ALL PREVIOUS EDITIONS e RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: kjA&"-XaA3 Building Permit Number: 0 / —"'2(00 Plans Examiner: Linda Simpson A. P. Number: GENERAL: oning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural fight and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear operable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). iAll habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). `1,Y Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). _UCTURAL DETAILS: raced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall / es must be continuous throughout the structure. f/ California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. J estory requiring balloon framing and/or engineering. dation plans complete enough to construct building (Uniform Building Code Table 18-I-C). r construction details complete enough to construct building. ations and wall construction details complete enough to construct building. construction details complete enough to construct building. lace construction details and calculations if necessary. ge door header size(s). h header size(s). cal header size(s). heights. expansive soil —special foundation design requir�,ining walls requiring design um wallboard nailing inspection required. area below the lowest floor is fully enclosed, than a minimum o o openings are required with a total rea of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction esign requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). U V Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Q Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. CDF responsible area requirements. 61LDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. `Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2 b saA ❑ ON ❑ :pannbad sluawanadwl a6eu!ejO pue peoa Jaylp ❑+oyS �0 we s)uawa�!nbab 6u!deospue7 ❑ :6u!dexpue I Jaylo ❑ umoyS se )I0 aie sguawaimbad 6u!�ued ❑ :6upued I!w d-. I W I. u Ie! ww ash 6u!pI!ng tiossa»y ❑ Wuad anpeAslu!wpV ❑ 3!wJad ash jou!W ❑ IPJad ash ❑ .:saj!nDad asn Pugw6j—d .6uluoZ IR weld !eJauag11 :QM !I w d o -L S O :jagwnN laued 3asse4o:) ❑ 1]] auoZ uoADalad paysJaleM 3 :auoZ saA IN ON ❑ u!eldpool3 asn )PaLp ,-SaA ❑ lyb!aH auoZ asudialu3 NZO ❑ WILD ❑ saA ❑ ON Eff / � I jeaa ON 3 easy uogelo!A SOA ❑ ON EN 3aalls ap!S aP!S .QS lua j eW uo!sNpqnS uopu y sAemqBIH V IDaA 8po0 buluoz b saA ❑ ON ❑ :pannbad sluawanadwl a6eu!ejO pue peoa Jaylp ❑+oyS �0 we s)uawa�!nbab 6u!deospue7 ❑ :6u!dexpue I Jaylo ❑ umoyS se )I0 aie sguawaimbad 6u!�ued ❑ :6upued I!w d-. I W I. u Ie! ww ash 6u!pI!ng tiossa»y ❑ Wuad anpeAslu!wpV ❑ 3!wJad ash jou!W ❑ IPJad ash ❑ .:saj!nDad asn Pugw6j—d .6uluoZ IR weld !eJauag11 :QM !I w d o -L S O :jagwnN laued 3asse4o:) ❑ 1]] auoZ uoADalad paysJaleM 3 :auoZ saA IN ON ❑ u!eldpool3 asn )PaLp ,-SaA ❑ oN M auoZ asudialu3 NZO ❑ WILD ❑ saA ❑ ON Eff Ueld :)ypadS SaA ❑ ON 3 easy uogelo!A SOA ❑ ON EN ueld uoAoV aleA!N :a6eanV wnw!ulW . asn pap 'saA ❑ ON 5 3uawaaj6V uogeA,asuo:) puel :u 11 ied :a:)ueueA :l!wJad asn auawaw6V luawdopAaO :veld IeJauag :aoueu!pip 6u!uoZ jo aleO (`, f :lou4s10 auoZ JaLAO ❑ IRM ❑ aAda3A lamed jad s3!un Z< Aj!wej-AInW ❑ 6unlamO PuZ ❑ tiossamV 1equap!sa>9 ❑ OdS awoH al!goW ❑ IeWsnPuI ❑ lepiawwo0 ❑ 6uIPl!ng ajMjrou6V ❑ -L !uL ' ^ � uogew�o�ul a oad :a6eaDV IMMIA (� Vho '#dV —11L1 O�OI :ales 3:)NVHV3l:) .IIWH3d ;ajPPV al!S 6u!pl!ng :ssaippv siau-mo :aweN sraumO "OR euuo.(117AUPua9 Q Q L t Q :# 3!wja, 1VAO)JddV Ol bOIVd SW318011d 3A10OU ❑ 03AOliddV Al1VNOLLION %03AObddV ❑ Z ` lap --.% ��_ H L7t'3H 'ANS OJIHJ :woui sepw Pemut Review: Wea Permit Review: Aork7A%n NfldIl l PAQL*W Oes wwftd Well Site Lane Development Review: Drak+age clan (Cor U444UU) P�eLt�d.mc: O Deed: Dace of 01MOon: Deed RdEYenoe: Paroal AcjwW an Pubhly uMhftkMd f carom vwth County sarx%rds ftir Deed Creafiarr: ❑ No O Yes ❑ fro ❑ Ye ❑ No ❑ Yes Legd AMM Peovtee& E3 IF b � LOW Aooeaa Rego -..❑ No ❑,res O No ❑ Ye% f W Nrrtes ❑ No ❑ Yes Cannmtc ® Duce of Reoordir 13 Block — ❑ veru► Leo Pared ❑ ve * LsO AMM ❑ ProNet aeadon Deed ❑ Carney with aonditfon no. of wrditw of approval for the ❑ Obtain a CVWk3te of Compflanoe (See Pia mkV Wslon for appy). ❑ Co SWA-dw aa•oss property Imes is not pVM toed (See land Development for a Merger AppBpdwAot Une Adjustrr>ent). ❑ CW* with Old Subdvfslon lot Ordlnanoe (Maps Recorded Prior to Book 17 of Maps Page 23). Q CorWjxt road to PTn C.. TA -pr. -FClldo.— ❑ Meet parol stns remAid by Want ❑ Meet ourrent END reenter Lot SIDE L��JtzS' 3 �c�lr� . 1 00 �T�1�Tu% C,E,NT L�►cJ� f iaL�. S� �2�cET . -�bt1N�t�,o,J3 - o �� aa�Er2 �oQTtNGS To ` ESI&AM ? )?J. T" Sb f L APPLI &x!) 0 (x' GRE'GORY' A.. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: .. ... -iii.,..,. .... .. . . vet S � r t'�fs I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. Peitz Architect �o 70c;0 -obi b C ' � G: GREGORY.. A. PEITZ.... ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 R Structural Calculations For: S�0 AR cy k� p Fi Y A. �No. C 21283 r� � REp.( ) �F CN 700. .,n LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQs1 " WALLS P=.62*1.3*14.5*1.0=.0417 ksf@ 15 ft. P = .67 * 1.3.* 14.5 * 1.0 = .0126 ksf @ 20 ft. P =.72 * 1.3 * 14.5 * 1.0 =.C1_-36 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 = :009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @. 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .0 11 ksf. @25 ft. P =.76 * 1.0 * 14.5 * 1.0 =.01 1 ksf @ 30 ft: ROOFS 9:12 TO 12:12 P=.62*LI*14.5*1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .01 1 kst @ 20 ft. P=.72* 1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P =.76 * 1.1 * 1.4.5 * 1.0 = .012 kst @ 30 ft. Seismic Analis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 . Gravity Loads ROOF LOADS: ' l0 psf. •dead load +" 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding ��l'is i.lf' i�. t[4 tSr j}�0 ,�,5 'i •' r ,i' !.ti r�� (rxxY F tjse `,'Y, �. {�''{ ! Y t - ie���i�� #a y.t?w �.ry4 r 1 Y�` Y'^ti � C Y t 1 3 F i , l' + .. '.Y �1y a. r!� r •• -t1 [� � yR(j r ,h .i, - .4�14.•n h . �` `lye ►', a� ✓4ai3 r• n !Z �.' '.'� ��'�' ! �+: , 7 x � $yJ,. i t .;#c � !� r'Aa; iS u! .A .. ' . .ilh• r• t t ,�w.' r t s• ';i. .�. �ar3R�",ir."3 r dC iiS P4, �. . � � a r k t' t1i ! f ,+ t� 1�% �".,.�� � � �i; t 1 y-� - �.- � VI �}i• �a,J r�"'� a 1.. + r [��"� ur I�..•.. lr "y ..,t• �� 1.'tr' 4' 1 k t' "k "ti.,-. ;^y.�f, ; fl• 7k i A's r `�j.y..,y. 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'{ 11 ' 4 � � ? w �f �r i �wli ����.;•�1111ii„ : ���+ � '��1�A�'+ � ; 1' - i• .tn .s�. ,, .w � � � 1 j .. .. ! t yt ', J^.l1r .+ � •.. '� r+l.•..- . ' 1 I ,1 '1 i �� 1 •.� . '.;i `t •r � 'f 1. yy. C ... ' �• -tel.-+1•. ♦ .�.I. `_ I � f �. .� ).t a,..�. �1�{�q � r. f. '4 I ,' "( {{r t -� "t iYYf ^r �r �.++ .wi•,i: '.•eijl••: -r!"r'Y",•�,i. � .1 -._.. :Al , � Adjusted Properties _ Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 Cf=0.98 Fv': Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 7.75 ft from left support Critical moment created by combining all dead and live loads. 'Maximum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): 3441 PSI 356 PSI M= 14321 FT -LB V= 3696 Combination Roof and Floor Beam( 97 Uniform Building Code (91 NDS) ) Ver: 5.03• Sreq= 50.0 IN3 By: Gregory Peitz , Gregory A. Peitz Architect on: 06-20-2001: 11:16:55 PM 114.3 IN3 Areq= Proiect: BECKMANGLocation: FLUSH BEAM OVER SUNROOM IN2 A= 49.0 IN2 Summary: ;,.. ,• e,;..:..... IN4 1= 800.3 15 IN x 14.0 IN x 15.5 FT / Versa -Lam 2800 Fb DF - Boise Cascade Section Adequate By: 100.3% Controlling Factor: Moment of Inertia / Depth Required 11.11 In Deflections: Dead Load:(J/� / Live Load: DLD= LLD= 0.15 IN Z Total Load: 0.23 IN= U796 . TLD= 0.39 IN = U481 Reactions (Each End): {�, �\ Live Load: s, '" V4 1 LL-Rxn= 2232 LB Dead Load:�` Total Load: Th Total,TL-R DL-Rxn= 1464 LB Bearing Length Required (Beam Support " 3696/ LB 'IN ' only, capacity not checked): BL= 1.17 Beam Data: Span: / p. C Maximum Unbraced Span: • • (Q I K L= Lu= 15.5 0.0 FT FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: rA v U 240 �0 Non -Snow Live Load: 11 Roof Loaded Area: k cV OW ' RLA= 46.5 SF Live Load Method: Method = One �y� Roof Loading: VV Roof Live Load -Side One: RLL1= 16.0 PSF Roof Dead Load -Side One: RDL1= 10.0 PSF Roof Tributary Width -Side One: RTW1= 3.0 FT Roof Live Load -Side Two: RLL2= 16.0 PSF Roof Dead Load -Side Two: RDL2= 10.0 PSF Roof Tributary Width -Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd -roof:. 1.25 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 PSF •Floor Dead Load -Side- One: FDL1= 10.0 PSF Floor Tributary Width -Side One: FTW1= 3.0 FT Floor Live Load -Side Two: FLL2= 40.0 PSF Floor Dead Load -Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side Two: FTW2= 3.0 FT Floor Duration Factor: Cd -floor- 1.00 .. Wall Load: WALL= 80 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 48 PLF Roof Uniform Dead Load (Adjusted• for roof pitch): wD-roof= 34 PLF Floor Uniform Live Load: wL-floor- 240 PLF Floor Uniform Dead Load: • wd=floor-..,, 60 PLF Beam Self Weight: •, BSW= 15 PLF Combined Uniform Live Load: w.L= 288 PLF Combined Uniform Dead Load: wD= 94 PLF Combined Uniform Total Load: WT= F Controlling Total Design Load: WT -cont= 477 PL Properties For: Versa -Lam 2800 Fb DF- Boise Cascade Bending Stress: Fb= 2800. PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 900 PSI Adjusted Properties _ Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 Cf=0.98 Fv': Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 7.75 ft from left support Critical moment created by combining all dead and live loads. 'Maximum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): 3441 PSI 356 PSI M= 14321 FT -LB V= 3696 LB Sreq= 50.0 IN3 S= 114.3 IN3 Areq= 15.6 IN2 A= 49.0 IN2 Ireq= 399.5 IN4 1= 800.3 IN4 Combination Roof and Floor Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz , Gregory A. Peitz Architect on: 06-20-2001: 11:18:45 PM Project: BECKMAN -Location: FLUSH BEAM OVER SUNROOM / KITCHEN / Summary: f/ 3.5 IN z 14.0 IN x 12.0 FT / Versa-Lam 2800 Fb DF - Boise Cascade Section Adequate By: 125.8% Controlling Factor: Section Modulus / Depth Required 9:58 In ,. Deflections: -- , Dead Load: DLD= 0.06 IN Live Load: LLD= 0.13 IN = L/1123 Total Load: TLD= 0.19 IN = U766 Reactions (Each End): Live Load: ,, LL-Rxn= 2640 LB Dead Load: DL-Rxn= • 1232 LB Total Load: TL-KY*n ' "' "" 3872 ' LB " Bearing Length Required (Beam only, Support capacity not checked): BL= 1.23 IN Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Non-Snow Live Load: Roof Loaded Area: "' RLA= 0.0 SF Live Load Method: Method = One Roof Loading: Roof Live Load-Side One: RLL1= 16.0 PSF Roof Dead Load-Side One: RDL1= 10.0 PSF Roof Tributary Width-Side One: RTW1= 0.0 FT Roof Live Load-Side Two: RLL2= 16.0 PSF Roof Dead Load-Side Two: RDL2= 10.0 PSF Roof Tributary Width-Side Two: RTW2= "' 0.0 FT Roof Duration Factor: Cd-roof= 1.25 Floor Loading: Floor Live Load-Side One: FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 3.0 FT Floor Live Load-Side Two: FLL2= 40.0 PSF Floor Dead Load-Side Two: FDL2= - 10.0 PSF - Floor Tributary Width-Side Two: FTW2= 8.0 FT Floor Duration Factor:. Cd-floor= 1.00 Wall Load: WALL= 80 PLF Beam Loads: ..Roof Uniform Live Load: wL-roof= 0 PLF Roof Uniform Dead. Load (Adjusted fpr roof. pitch): WD-roof= 0 PLF Floor Unif&m'Live Load: wL-floor- 440 PLF Floor Uniform Dead Load: wD-floor- 110 PLF Beam Self Weight: BSW= 15 PLF Combined -Uniform Live Load: wL= .440 PLF Combined Uniform Dead Load: wD= 110 PLF Combined Uniform Total Load: WT= 645 PLF Controlling Total Design Load: wT-cont= 645 PLF Properties For: Versa-Lam 2800 Fb DF- Boise Cascade ... Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity:. E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb' (Tension): Fb'= 2752 PSI Adjustment Factors: Cd=1.00 Cf=0.98 Fv': .Y� •,. Adjustment Factors: Cd=1.00 .: Fv'= ,,:..:.... 285 PSI Design Requirements: Controlling Moment: M= 11616 FT-LB 6.0 ft from left support Critical moment created by combining all dead and live loads. 'Maximum Shear: V= 3872 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 50.7 IN3 Area (Shear): S= Areq=' "" 114.3 20.4 IN3 IN2 Moment of Inertia (Deflection): A= Ireq= 49.0 256.6 IN2 IN4 " 1= 800.3 IN4 Combination Roof and Floor Beamf 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By` Gregory Peitz , Gregory A. Peitz Architect on: 06-20-2001: 11:20:40 PM Project: BECKMAN - Location: FLUSH BEAM OVER STUDY Summary:- 3.5 IN x 14.0 IN x 12.0 FT / Versa -Lam 2800 Fb DF - Boise Cascade L. Section Adequate By: 62.0% Controlling Factor: Section Modulus / Depth Required 11.44 In Deflections: . Dead Load: DLD= 0.13 IN Live Load: LLD= 0.20 IN = L/725 Total Load: TLD= 0.33 IN = L/439 Reactions (Each End): Live Load-,. • 7 LL-Rxn= 4092 LB Dead Load: DL-Rxn= " 2655 LB Total Load: TL-R� = 6747 LB ' Bearing Length Required (Beam only, Support capacity not checked): BL= 2.14 IN Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Non -Snow Live Load: Roof Loaded Area: RLA= 276.0 SF Live Load Method: Mlpthod = One Roof Loading: Roof Live Load -Side One: RLL1= 14.0 PSF Roof Dead Load -Side One: RDL1= 10.0 PSF • Roof Tributary Width -Side One: RTW1= 18.0 FT Roof Live Load -Side Two: RLL2= 14.0 PSF Roof Dead Load -Side Two: RDL2= 10.0 PSF Roof Tributary Width -Side Two: RTW2= 5.0 FT. Roof Duration Factor: Cd -roof= 1.25 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 PSF Floor Dead Load -Side One: FDL1= 10.0 PSF Floor Tributary Width -Side One: FTW1= 9.0 FT . Floor Live Load -Side Two: FLL2= 40.0 PSF Floor Dead Load -Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd -floor=.,,.,,. 1.00 Wall Load: WALL= 80 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 322 PLF ..Rogf Uniform Dead Load (Adjusted for roof pitch): wD-roof= 257 PLF Floor Uniform Live Load: wL-floor= 360 PLF Floor Uniform Dead Load: wD-floor= 90 PLF Beam Self Weight: BSW= 15 PLF Combined Uniform Live Load: wL= 682 PLF.. Combined Uniform Dead Load: wD= 347 PLF Combined Uniform Total Load: wT= 1124 PLF Controlling Total Design Load: wT-cont= 1124 PLF Properties For: Versa -Lam 2800 Fb DF- Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: 2000000 PSI Stress Perpendicular to Grain: ;= Fc_perp= 900 PS( ' Adjusted Properties Fb' (Tension): Fb'= 3441 PSI Adjustment Factors: Cd=1.25 Cf=0.98 Fv': Fv'= 356 PSI Adjustment Factors: Cd=1.25 Design Requirements: " Controlling Moment:. M= 20240 FT -LB 6.0 ft from left support Critical moment created by combining all dead and live loads. , -Maximum Shear: V= 6747 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 70.6 IN3 S= 114.3 IN3 Area (Shear): Areq= 28.5 IN2 A= 49.0 IN2 Moment of Inertia (Deflection): Ireq= 437.2 IN4 ' 1= 800.3 IN4 �� ' Roof Boam[S7Uniform Bui 5.03 -' Gregory Peitz,Gregory A.Peitz Architect on: O8'22'20D1 :1:3G:32PyN Project: BECKMAN - .00/u/o ' -- Sum - 1.75|Nx14D|Nx16JFT / Versa -Lam 28OOFbDF-Bo�eCascade - Se��nAdequate By: 4O.3Y& Controlling Factor: oSe��nModu|uo/DaphRequired11.82|n Deflections: Dead Load: OLD= 0.53 IN . Live Load: _ ' LLD= ' O]O |N=LM01O Total Load: � TLD= 0.63 |N=b317 . °="'"°=(=a^.=."^): Live Load: LL,Rxn= 401 LB Dead Load: DLRxn= 2014 LB Total Load: TLRxn= 2415 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.53 IN Beam Data: -L= 16.7FT Mn)dmum Unbraoed Spon: Lu= '"^-TiO-� FT ' PdchCfRoof ' � RP= 6 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Non -Snow Live Load: Roof Loaded Area: � RL4= 50.1 8F Live Load Method: Method= One Roof Loading: Roof Live Load -Side One: . . LL1= 16.0 PSF Roof Dead Load -Side One: -D' = ' -10.0 PSF / TVV1= 1.5 FT RoofLi ve Load -Side Two:. LL3= 16.0 PSF Roof D�ad � '^�`'� OL3= 10.0 PSF / Two: 7W2= 1.5 FT Roof Duration Factor: ' Cd= 1.25 Wall Load: WALL= 200 PLF Beam Self BSVV= 8 PLF Slopa/,dohAdjumted Lengths and Loads: Adjusted Beam Length:. Logi= 16J FT Beam Uniform Live Load: wL= 48 PLF Beam Uniform Dead Load: wD adi= 341 PLF Total Uniform Load: -WT= 289 PLF Properties For: Versa -Lam 28OOFbDF- Boise Cascade . Bending Stress: ' Fb= _._ 2$00 PSI Shear Stress: Fv= 285 PSI Modulus ofElasticity:� � `=� E= 2000000 PSI .= ` � Stress ,pemmuuumvm *�. � Fc_porp= -'QUO PSI Adjusted' ro(/ Fb'= 2477 P8| Adjustment +ectorm Cd=0.90Cf=098 rv: ' ' F*'= 257 PSI Adjustment Fmctoro:Cd=O.QO Design Controlling Moment: M= 8408 Fl -LB 8.35 ft from left support Critical moment created bydead |oodmon|yonaKopan(o). K0o�munnSheor �� . ' ' ^ V� �� �D14 LB At support. ^ --^- ' Critical shear created bvdead loads only onall mpan(s). Comparisons With Required Sections: Section Modulus (Moment): �� . Snao= 40.8 |N3 Area (Shear); - ` �` u= A�q= 571 11�8 |N3 |N2 . �omenof|ne�o(Oefle�ion: �` *= lnnq` �45 227�3 |N2 |N4 . 4001 |N4 ' ~' - LD 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 22-141 50 SHEETS f. 22-142 100 SHEETS \\. 22-144 200 SHEETS y SO -, 22-141 50 SHEETS f. 22-142 100 SHEETS \\. 22-144 200 SHEETS y SO Column[ 97 Uniform Building Code (91 NDS)1 Ver: 5.03 Bv: Gregory Peitz, Gregory A. Peitz Architect on: 08-22-2001 : 3:02:15 PM Proiect: BECKMAN - Location: TRUSS K2 SUPPORT -.' it . Fr Summary: r ' 01 u,-- ( 4 ) 1.5 IN x 5.5 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 14.8% ' Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL-Rxn= 0 LB Dead: Vert-DL-Rxn= 16002 LB Total: Vert-TL-Rxn= 16002 LB Horizontal Reactions: Total Reaction at Top of. Column; TL-Rxn-Top= 90 LB Total Reaction at Bottom of Column: TL-Rxn-Bottom= 90 LB Horizontal Deflection: Deflection due to lateral loads only: Defl= 0.02 IN Axial Loads: Live Loads: PL= 0 LB Dead Loads: PD= 15919 LB Column Self Weight: CSW= 83 LB Total Loads: PT= 16002 LB Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ev= 0.00 IN Axial Duration Factor: Cd -Axial= 1.00 Lateral Loads: (Wind/Seismic) Loads applied to: • (Dy Face) Uniform Lateral Load: wL-lat= 20 PLF Lateral Duration Factor: Cd-lat= 1.33 Column Data: Length: L= 9.0 FT Maximum Unbraced Length (X -X Axis): Lx= 9.0 FT Maximum Unbraced Length (Y -Y Axis): Lv= 9.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X -X Axis): dxT 5.50 IN Column Section (Y -Y Axis): dv= 6.00 IN Area: A= 33.00 IN2 Section Modulus (X -X Axis): Sx= 30.25 IN3 Section Modulus (Y -Y Axis): Sv= 33.00 IN3 Slenderness Ratio: Lex/dx= 19.64 Ley/dy= 18.0 Properties For: #2- Douglas Fir -Larch Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X -X Axis): Fbx= 875 PSI Bending Stress (Y -Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1727 PSI Adjustment Factors: Cd=0.90 Cf=1.30 Cr=1.15 CI=0.99 Fby': Fby'= 2001 PSI Adiustment Factors: Cd=0.90 Cf=1.30 Cfu=1.15 Cr=1.15 CI=0.99 Fc': Fc'= 569 PSI Adiustment Factors: Cd=0.90 Cf=1.10 Cp=0.44 Column_. Calculations (Controlling Case Onlv): Controlling Load Case: Axial Dead Load Only (D) Compressive Stress: fc= ...485 PSI Allowable Compressive Stress: Fc'= 569 PSI Eccentricity Moment (X -X Axis): Mx -ex= 0 FT -LB Eccentricity Moment (Y -Y Axis): My-ev= 0 FT -LB Bending Stress Lateral Loads Only (X -X Axis): fbx= 0 PSI Allowable Bending Stress (X -X Axis): Fbx'= 1727 PSI Bending Stress Lateral Loads Only (Y -Y Axis): fbv= 0 PSI Allowable Bending Stress (Y -Y Axis): Fbv'= - 2001 PSI' Combined $tress Factor: CSF= 0.85 Column( 97 Uniform Building Code (91 NDS) ) Ver: 5.03 Bv: Gregory Peitz, Gregory A. Peitz Architect on: 08-22-2001 : 2:34:02 PM Protect: BECKMAN - Location: TRUSS K2 SUPPORT Zr.Y F �do�. Summary: ( 3 ) 1.5 IN x 5.5 IN x 9.0 FT / #2 --Douglas Fir -Larch - Dry Use Section Adequate By: 15.0% * Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL-Rxn= 4447 LB Dead: Vert-DL-Rxn= 4787 113 Total: Vert-TL-Rxn= 9234 LB Horizontal Reactions: Total Reaction at Top of Column: TL-Rxn-Top= 90 LB Total Reaction at Bottom of Column: TL-Rxn-Bottom= 90 LB Horizontal Deflection: Deflection due to lateral loads only: Defl= 0.03 IN Axial Loads: Live Loads: PL= 4447 LB Dead Loads: PD= 4725 LB Column Self Weight: CSW= 62 LB Total Loads: PT= 9234 LB Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ev= 0.00 IN Axial Q.uration Factor: r Cd -Axial= 1.25 Lateral Loads: (Wind/Seismic) - Loads applied to: (Dy Face) Uniform Lateral Load: wL-lat= 20 PLF Lateral Duration Factor: Cd-lat= 1.33 Column Data: Lenqth: L= 9.0 FT Maximum Unbraced Lenqth (X -X Axis): Lx= 0.0 FT Maximum Unbraced Length (Y -Y Axis): Lv= 9.0 FT Column End Condition: Ke= 1.0 Calculated Properties: `' Column Section (X -X Axis): dx= 5.50 IN Column Section (Y -Y Axis): dv= 4.50 IN Area: A= 24.75 IN2 Section Modulus (X -X Axis): SX-- 22.69 IN3 Section Modulus (Y -Y Axis): Sy= 18.56 IN3 Slenderness Ratio: Lex/dx= 0.00 Ley/dy= 24.0 Properties For: #2- Douqlas Fir -Larch Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bendinq Stress (X -X Axis): Fbx= 875 PSI Bending Stress (Y -Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': FbX= 0 PSI Adiustment Factors: Cd=1.25 Cf=1.30 Cr -1.15 Fby': Fby'= 0 PSI Adiustment Factors: Cd=1.25 Cf=1.30 Cfu=1:15 Cr --1.15 ...... Fc': Fc'= 439 PSI Adiustment Factors: Cd=1.25 Cf=1.10 Cp=0.25 ' Column Calculations (Controlling Case Only): Controllinq Load Case: Axial Total Load Only (L + D) Compressive Stress: fc= 373 PSI Allowable Compressive Stress: Fc'= 439 PSI Eccentricity Moment (X -X Axis): Mx -ex= 0 FT -LB Eccentricity Moment (Y -Y Axis): My-ev= 0 FT -LB Bendinq Stress Lateral Loads Only (X -X A)is): fbx= 0 PSI Allowable Bendinq Stress (X -X Axis): Fbx'= .. 0 PSI Bendinci Stress Lateral Loads Only (Y -Y Axis): fbv=' 0 PSI Allowable Bendinq Stress (Y -Y Axis): Fbv'= 0 PSI Combined Stress Factor: CSF= 0.85 JESSEE HEAT Alk S.Uf t7 Mm ENGliNgERIN bAtA 'MU L 'c D ( ltrJ i) LISTED LISTEij- I'Ypical Application TEL:916-891-3452 Aug 22'01 10:09 No.004 P.02 Of `7 ELITE 13 TM SERIES . SEER - 11.70 to 14.20 C0011ing Capacity - 18,50o to 60,000 Btuh (5.4 to 17.6 W) 1`11,1110til"i NO. )10026 July 2000 Aijilioul 1999 HS26 - 036'-1 .Y U'lil ly1m. Series C-111in C;ijlacity Tooss (kw) :I (to 61 Q•12=3.5(1'.. 4(14. 1 C%bU 5 t 17 r,) SEER r', Of LIP to I 1I.M. 1.5 throt!gh 5 Ion 17...6 kW) '&illqla and three ph.)CG powersill'iPly. dinnhatgm allow r, P..alrricni I)Ahind 0irwhs, at c It-,vrj Cjt* 'I Ll ro()f Mik;hlrlg blowiin' puwurod or ,ir.jr.j-ufj flll*111*1(:Ll tlV0P()I*M011.1616 Orrwirje. 1 %vido AHI I ?t1tiflL f d ;,I I i c -.i i o I I t;. Son Units $hippod (;ompliltely factory piped Lind wires. C;:tI.--h uni, i -s ir!s, 11*1�?, f:1 I . I':,., ...4opor operatioll. Irq;t;jIIcr. niij$t SHt C'MIdOnSillcj unit, fc.4:190Fi "l'it lines and nviki-i L,1Lii:;1'rjA'--i1 coiii;�(;I!inn; Approvals CArtified !(I wxoroance with tisk r:artiflc;lhgn program whirll on AR! 'Slan-drit'd 2100'240 �j-: &)pTid ratrid.in Lui.viyix rRverberant not IndCi>ail'tir;firjc,i( Irloc :.--I Al -fl tcl 2 /o it) the Lennox* Resoarc;h L aboratoty onvirutirriontal"lest worli. Rated wrordin( to U.S.. Nparlmont of V.neir,gy F: (ric) Curidonsing units rind' r.r.)niponcnf.,i withii I bon`gdbd for Ting tri r'i)HL-t 5COMY SI--*tf1(.J--A1`dS f0l* root;:; -:,I by UL and CEC. Unitr, ai�e UL and ULC Ii8tud. NVI?10pud in accordanco with ISO 900? (11-1ality standards, Equipment Warranty Comprt;qsof -- limited warranty for IF4ri years in overeij coniponef% — fiveyi; earl fivi! YU�tt�; in 'lot', application All Other c .a(�, in rosidowk.jI application:',- and ono yriar it) non-rosidentiril R(,,[(-lr to Lennox EqUipmpnt Limited Warranty cortificate included with LI(W NO I I DUQ to Lonnoit' wu:.)I11y Currinintnifint In quality. SyVCiIIGiIIIUn@ Komi J Improper li'Mallulion, adjuiiiiii-vil. tillurtition, sorvif..'I fit jjj� "I'll -,tqtj,L: I:j wit 0-te, m5ioni swrjlr-,�l III cliwlqo V-/�t?jrjut rjjjtjC.t) wifill, L4 (:Z1FI cause 11ropolly d-um".!yu or Ifiltily, bts!allatipn earl istj 0t must Ll r10 r t n od by -a q u. -i I i f; *d III rlLp acid Ij u! vi Ci nf) A q R 11 O Y. --ox Indtxvzics Inc. .JIESSECHEAT & AIR. TEL:916-891-3452 Aug 22'01 10:09 No.004 P.03 *ARI Standard 210/240 Rntlnp x "" 7U'n cooling,Cep, Total SEER Up -Plow bnwn•Flow (]tuh kW EEII Unit --- - Horliontel :r "Expenslon Watts Gfi,500 I t:3 1L;00 10 40 4;iFi Eval,oratcr Coils - - Valve Klt � `w; l 45-'500 �3 j 12r1U I U.O� 4;lUO C:?J 4G - - - - - _ _ _ - - _ - - C:�R-4I - lioqulreit -- - 47,500 1.l.0 17.50 10.R!> 4450 __ - : -• - - - - - - - 33 C - • - - - - _ _ _ _ - LB'Wr6 ;,7K (26K3S) •f'aclr,,ry frlstalleri' - - _• - .- - . - - - - _ - L1ibaGti� 26K3S) 47.G011 1a.5t 12. ,U ,O r, r:t3.4RR/G ••• - _- - - - - _ �Fruacny 17,,laltr i1 _ 41.000 14.4 r:,1.00 10.45 4475 -. - -• - - - I_B•nbiir,3K 451-,ODU 14_4 1:1.00 -7- -_ t�1r.U00 14.7 13.10 11.10 •1*,OQ _ ``i3 0'rl- - - . - - - - •f 1clo,y InStAlleil _ 1�2G-SSEAF' • - � -• -•- -. ... l.R•USffi`tK (2KK35) 4 i.Ui)0 13.t� 12.50 10. ,S 4150 '- - - - '- •F ar..lCny fn IL11IN I 48,5(10 la.'2 1�1.U4 i1.UU 441, _� - '- - - GH?h $1 4/,500 139 1: SU 1;).70 141.5 C113,';•48n 40.000 14.1 1? r;r) 10. 75 4CF,.5 4 Tor, _ CI (23.51 _ '- �F{i'I.UOf,•t' l R•rlSGii:;K 2GK35 ( ) (7F,) 5U,(1f1U 14 r 1a,lU 11.11'1 4,05 0!1;33-.50f:•F tJtuh kW EER V1+alta - C:H2 3�t;,3 - 4U,fil)U 1;ifi �_ r' .., 0 IU.!l., •t?.1.} -. BlowerCvillJrtils .- lh.SUU I;t.O '12.60 .11670 '4)70 (E3aI,1pJj•11 (Multi-f'Ositign) — - - y - - nri,53 13.h ) 10 !0 4.50,0R:11MV-41- -' - - CE12MM•4G (Mlll(I•Pn$Illi,n) --U"A•ifi(I�li•rUSitinit)'- 47,000 13•H 1?33,11 IC1.85 4330 47,�00 13at 12.00 10.'20 41360- 11500 - -' �- - 1%,.}UU r7 U t0•.,•, 1500 5 -. -, CU2:)h:1 .51 {Mul!r-P(.) - _ (;R;?stM•fic. (Willi, F'ut,itl4il) 49,000 1.1-4 13.41.) 11,10 4,1O'i _ ~i ' 4fi,illiU 1•t.4 13 ;U 11::3:i •(;tl1t Cd'31)U 5i - _ _ --'- C:F 1• •I mcloy 1tv;IaIICr1 -I - = IhIV�!�! (tvii!Ih !-'i,F�tuJr,l a'J.000 1.1.0 13.00 11: 15 i .L:Oq _ - cuFo in ii!) (Mlnri•r r;iurin) - -- - - - 65 Ifi,(tf)Q• 17.:i 12.�i4 10.r;O 4;i:U) r=F ., C0Ito'V•(i;,(h'IuIfI•!!r:<itlr}r�) - - - - ai,fiftl,1t) 40 -- -. - -�:..:•.." Stull I(W SEER EER Wgtta - - -' --) i1:" I?.1' 10,itr Ftr)U - - Evaportilor Coils - -_ - bG.U44 IG.•1 12.?U 1!, r. Cl - y:l 2 i _ G?:11.51- - - Valvr, _WFlallPrl - - 57,000 lr,. 1?.CO' IU Cr) 7f, I - _ C'J3 �i4(: - -- • -' �' -' LR•FJSt;tiaK (2GK:)$) 17.1 1?- .. -- �- _ •F+1ru,ry lnatallnU II - - •• _ 60.000 17.8 13 170 " (? 1! (•2n - - -• - - - . . I R•11: 66--,1K (261<35)C= ,•1,SbU IE"Ll 12.04 10..10 ,:!'.1.5 �-h�CAF� - - �•- -- - - - -- j •( ar•.tnry hi';6311ut1� y(i.,l�t,l lli .1 .. - _ 5 40 IC.60 '3_111 .. GFi:�C1 - - .-- _.. - S(J."40 1G.6 12.:11 10.15 }:11r,) 5 Tort - _._ - .. LI•I,1:J 50(:�F � HS2G-OOA I (76) • ' /,044 l f,. % 1 P 'tU 10.05 `•d 10 - • _ _ � -• -- - - CH:i;I GOU•F 1-0-k-WAK (%6K35) R).000 I i.fi 13.00 1 t,UU ,�„ - -- -- - - __ - GI II?;i•f;: Btul, k `~ SEER EEk Willis - -. Chf23 bit - ,s.504 Ir;.;; I1-7fi 1(j I; ; - - dlowor Cofl Unite - - - - - - ;t; 5G,f1 o 1h 4 1;'? U5 r. 7r, l;f(�9DA•jl FAlll i. r, - _- - l I Po* dlm) - - - Vi1IVP. . - - - .--. -_ M•fi (Multi•f'J.citigr?1— W.".00 IG.9 12.Fi, 10115 'UC - rCi30M-51 (M11dli•Pr�r, (iuri) - - S/,500 16.9 - I,t(1 _1711(131 MV 5 .(MUI(7r,,11iiJn)�- - - Gt1,UQ0 II r - IJ.00 1 IU ,C,n f Et30M-65 (Multi 116 1 - •- •I aeh)ry In:;f: oCt h 1:3.:)0 .4C1 ET I) _ ib'000 IG C8:;1MV••EiS (Multi-('u:;itinn) -' - NOTE • Ratinyp for ill G3;t cods inrfui aserl and unca:Jc!! cadsi••f *ttpor VF'1ft�551Fa�t�tj., = I - loioOrr`curdinec(C..I mSErnrlificatinnpro!plunwhlcli ,fraRr?ilrJrtAfil ;tand,vrct?10!'ia avttpporatnr stir wtllr 20 ft. (G.1 m) ut t onnUctinp rr; rngemni line:;. 0: n.rt,Jriurrir tern;!r:r�tiriri, 00'F (27 r1 on; f 7' F JOiAl Rating Number ratr.•rl In accuulelr1cf, with teg " (10 C) wt, :_tering Kit It; required (Ind ni,gq be orrturerl v;(tra, unlos Rbc,iwn as r{u;lrry a in A111 cunAdn•,n,; incrl,rluJ in �I t1 Stanrl;in,{ 2>q •Flunluhed nu utanrb,rd with :()Il. . +. T Moeol popula rJvaporcttor coll. . � (lanuda JES,.S.EE HEAT & AIR �1 U �� TEL :916-891-3152 Aug 22'01 10:10 No.004 P.04 w —i—Uown-Flow Hnrizontel L_ Evaporator Lolls I 1 — - BIC _. �- :a';; - -• ..Expansion 'Valve Kit Required $170.1 lry li'vAAllntl LD 65GG3J (26K34) •rnrlitiy ln:�l'adlud CU 60GG3.1(26K3 . •FacU.)ry Installed C;!'.26 21 ... . - 01:1F, '31 - CH33-MA•F - - - r�H:'It-;t I I Fi•t1-,Fdi:.11 (26K34) CH:iA-3finrHn:: r ' - CH?3•.41 - - - 01-133 44D F CH23-51 Blower Coil ,Units Valve CB2aM• VP(; (11AL41 WOLJllun) _... - �-ti?91vi�1 (Mulu•Pasition) "-'- _-. CCMOM-2l;2G (Multi -Position) - ��'-- - GU30M 31 (Multi•f o;ltinn) •FilCltn InS,InIIHfI Y C1331MV-1t (Multi-f•i alt"n) ---- Evaporator Coils - -- Valve - -' --- _ { --- lA-mstih:tl (25K34) 5-ll5rit;.0 (75K34) - •Fncb?ry Installed 3— - - I -L; 8&..6,1G'(26K34) ii`-aclrry Installrr•) -- — •Farinry Inst.altray r.:H3Gfi1 ,7r?n r (I t tt;rirS:U (2GK34) C:H2.? =1 Blower Coil Units Valve CB29M•.^• (1;'ii (R•ttrllrf'n;,ili irij - -- .. CFs.�ynn{)t (rAtill1 i'�sitiun) - --- (�U2rJM•11 (hr1u11i-Prsiti�.n) " - C930M_•11_! li:•'h (Mulii -26 CU0JP:1 3i {h'lulti-Position) • i �_ .... j"_ .... •F.;r.tary Inr,Lillnd C61i11M•4I (r L•dG 1'ixAllum) - C:U301a1 4f (Multi Pr�ilier} CU31MV•41 (Multi-PrAition) - — ---- -i - _ ... ..__• L *Corti tied inec(GidnwmWill,USE0drlilif:hliunitro{.)riniwhi,hisbab2donAII1';61"Ji,rd21012•10:t) F(35'(:)rilAdoorris' It:rllpt!r,lb.rrr,,001F-(?7't;)tltl/07'F•(1.0`C.)wfjfmf1:rlrn) rvspo(A(ur au will, 20 It. (LB n)) ('.,r uormeetin9 rabi, atit Iinu:r 'Sound Ratinc} Numlu)r rutcd in accordance wills Ian) cundiligns Included in nnl sism,lard 2/0. ••IGt is r0uired arid must he orrinrtyl uxlra, unlusc Chown a5 factfny uotlrptVd. i •rurnishpd as standard -mm t mil i1 ,"I'Musl PPopular evapornlni Cool 'E.CArW it Qllly 4* .. ' .. .. NR',� r Fenn �. ► JESSEE HEAT & AIR TEL :916-391'3452 Aug 22'01 10:11 No.004 P.05 I: 0 M co c — rn d JI r1 I (� i ' i r5 ; ti• f t V ^ ' j � 1 < ,' 1 1 I, nl 11', C� (. • Il• !f 11, ,I �I 1 f'y+ df�Zt�a�YY'��'g}\1}' IYL•'!fiC�r'Y`J,'r14��i;G' i.rGct.�y,1 •'' ,r1t ' (! .'i.�� i1! � riu,rn rn� rl {-•��1J 1 {/ V nl �p1 Y'j ; I It1 ni ' rIl [II W TI 1^( If^4'• r`I N i'J IN Oi N M1I 11 M f�', C] 1•I Ifi (� N f7 �I �.r :1 �;' r•! �'I' -•� •1 •i •r �1 •• �! In Y1, !fi r1 , , ! Vi 1'1 l•7 ri✓, C!tr{I `� •7 ^ ' r 'I Ctr Iil f .. , �! };, i± q rR u }: ii C• Jr :; i, G: i ii }- - n ii !r, i qi %. 'i`i ;i•JI Cr no Ii ii !� ti r Y:.- G r. .. . 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Cr r, r nl Itl J ,p rl is •6 1 u• b n? il? rO t,l r i „ ,il rn 1.1 r' .i � qr •I' Itl rri u' 1. r» 'I' to ni .I 1 : ei oilin ni !il i�11ii fi i!i' ! !n ri :, tO nl 1•, r,y�•t 'l' �1l r4''7 `PI4 a.1 v�f.`1 n''1 .j 1 . OO 1t c",ifi%°;S�",iFii?fail' Idcl • f.,, N N f7 Fl 17 M r\ 1'! , - r • :-i :+ r , r _ � I', ' (i, i I n i ! it i � �• iry' Ti �i },, 1 ` r n ul iu ri! .� C 44 • Fi F h in i i i7 r' i i •fr :• a+ 1(• i i 'i t9 r• I , r -r i, i i .n i. ' tv f•1 r•1 ,1^i rrj n. Irl f ^f I t•1 n, r' tV �! r i �' r r, ' vI^ NI' nr, I'1 CI ni �f•1 nl ^l f,l l•.1 (•')r'I ,r•` , .r.Y^l':N,•, t') rl N 1^I f+t nl 1^ r•)'_ _ ,r pp , PI IV W ^7 •1 r,.rr, rp �, L G ! u '1 I. i�i ' n '�, r' r 1 I �?I M t t, �+ P; nI i:1 fj N t. ry to M o, <r! rJ v, r.I (a r•! C!1 iu i (7 ry vi ^•' IA Vr` �' „� N Iv N •+1 iv t`I N tV t,l nl t M !v FI fJ rtJ N N iv M!1 •• I n to Irl ul N In ✓i v) rrr III r� rrr rr, In I,r n rI .rr N rn I.t v) In N rn rn V, N rrl M N 1/r N In rr, N VI In N rn ✓� N I.I .n N In y rrr N it. N to rn N rr, rn N r!, N rn r , N VI r u I ll 1 ' fi 1. fI f, f1 , CC ll' - h V f: •k r ' cr n r (' r i' n ~ , fl t;l f 1 11' ' 1 L t f. f� 1 V i f 1r �nr 1 ' ^' fi I i f l Lt r 1. - I r rl II , ; (7 ,w : r' " J (ri ^•lf-r 1 i r f_ V. 1 r „' i ^' If r .. i', i , �, /C YI ,• •" r'' y, 1' :/ I ;ttr, �Y+� f.1 • ii �� N S ..:tyal..^,'i. -lr !•Ifr rir F'1 : r • .r r r ...., I r .. ..:rir r r., �'I j, . i f'� 'I �'? 9 JESSEE HEAT & AIR. Ul TEL:916-891-3452 Aug 22'01 10:12 No.004 P.06 HORIZONTAL/DOWN-FLOW GH- HORIZONTAL UNIT HEATERSfltlllMin4210093 *90:0% to 92.0% A.P.U.E. Sef)tenlbisr 195 :;ll S)dff,A(Jttr AIISl ll.S'1 1!151 50,044 to 120,000'Rfiu11 04.7 to 35.2 lcW) Input 1 thru 5 Tons (3.5 thru 17.6-M Nominal Add -On Cooling •IaolalrQ Cuinbustion 44ileln Aati„y For Non-wcathrrlYra F„rllmst • , . ._, p1516y t s cps CIA% CIO 1F1 0 AA WIN, Ji 'hip •' t �, ; i ...�,. �r i ` i . ama1 ' i — HDR17ONTAL POJIIION �- Typical Applications DOWN—FLOW POSITION NI A — �1 1.1 r� �. �r I .;.;: �:: ,.• ".. Lail t:1:::::•: 1 - v:• Alt.0 1r15hi P'lluvt t 1 — — I',., .•r4 �, � _ With Cfx11in11 �:nll, nlup'iC.n',n: ,Li �: •;ru;r f tapsr:t h1sLdl•Ilnv: .. . Willi cnnitnq Cod i tai) � • _•i_ _ �' _ _ _ — _ . suswcrldyfl ttnnp±ntul Hnrlrgntal CclwlssiaCP Unit Hitator Installation In rtn;tiUun v TnA;mAlil(i !Uhf symhcrl ill 11114 Inlileticl clnlu.11!!a Garlaui3n only WiNje v.hkfm I;lq hcobl'o 1955 Lennox Industries Inc. OI Nf [Xis' tot UlUIUx, ongflinit I,UI11(111MIItA111 M qunhly, IjO 'f:Iti1: 11Ul(6, (itltlnr,14 Add butTllslntV. S,ullp!Ct 1U (Aliinge witho,a noiiCl'e Anfl withotd itu;orring liabillty.” JESSEE HEAT &,AIR TEL:916'899.-3452-%,_1-1& Aug 22'01 10:12 No.004 P.07 Model No, UHR260213-50 GHR2603,75 SHR2603/4.100 GHR-7r,04/5.100 GHk28c)4/5.120 111PUt Rmh (kW) b0,000 (14.7) 7b,00022.0) 100,000 129.3) 100,000 (29.3) 120,000 (35.2) OLltI'Alt - Huth (kW) 4'/.000 03.8) 920/11, 'U-0 92,UOD (27.0) 91,000 (2/.2) 111,000 (32.b) q 841%. 92% ft% California Sougumil 61'ficium;v 85% 2 1"11) 84% 2 (bl) tEYIlAl)9t pipp cofinFicrion (PV(;) diRmet&- .'ill. (O irti) 2 (51) 2 (�O) 2 (It 1) flotakc rips. connertion (PVC) clim-lictol in. (111111) 2 ('.11) 2 1!2 (1.2.7) 2 (fil) 1/2 (12A bU--80 (28-441 .50 (12!11 2 (51) 112 (12.7) 40 70 (22-39) .50(125) Conjunuutu (Irwin cullovutivo (Pvc). - in, (mm) 1l2 (12.1) 7oI-ilpr,,r,,iqjrp rmv ringo -io Ccl (I 13a) 50 On) 40-70 C2.2 39) 4b /b J25--42) . I fiWIl stlitic Lultiriud by (A.G.A./C.G.A.) in w(l. (Pa) bU (125) -FiO (126) (ins llipinq SI/o I.P.S. '112 V2 112 119 1;9 Naltiral or LPG/propanp MM 12.1 '12.7 12.7 '12.7 12.7 Fil(mmr whs)Ol ill x '10 x S 10 x 10 11 V2 x 9 11 112 x V diametpr x width 1 21.)4 x 203 254 \ 264 254.Y. 2.U3 297 x 729 2172 x 2*219 SIOWOF loOtOl 01.1if.A.11 - 111) (NII.- 1/3 (2491 1/2 (37..3) 112 (3731 3/4 (bi30) 3A (6,60) *NLffobur III. (1) 14 k ?5 x 1, (1) 20 X 75 k tIod lieu or riltvis 111111 1) 3 F) 6 15,15 x 2 5 (1) 508 x 635 x 25 Nominal cooliml Tons 7 to 3 - 2 io 'm 2 lu 4 15 to 5 J.!) to ri that cml ho addoid kW 1.0 to '111 F.*) 7.0 to 12 3 12.3 t(., '17.6 7.0 It) 1,1.1 12.1 to 17.6 Sh1I)I)1llfl WHI(Iht - 1hr N'q1 I I)LICk-MIR 1.11 (G7.1 lbb (/0) 1K.t OJT 196 (sr.)) 20!j (93) I-lectric.il 120.vuivi - GO hPvT2 1 f.'shoso (All unit.) IFIS" thun 12 arlips w OptionAl Arm.t*uorios (Must So Ordwtid Extra) 't Njih'opm ic kit 3OK44 r)fiwtl ( low Additivii H.V.-t, Shippiny Weight - lh7.. (k-cl VKh) 12K5I I ioritontmi Support Prziroc Kit - Ship. Wt. - Ibs (1,. 5 6>J 18 18 Ih,.- (0, kc)) Iwilloilli-I Kit Conlirmom, low tipuutl 35.193 (:ill modi-;L0 Hoof 2 inch (51 mm) 191`75 1pt-minition KiN 3 inch (76 mrvill 44J41 I vo 1-1 U Cuncentric Hnnf Torminatiun Klpls GOG77 -.2 io'ch ill 111111) I 331<97 - 3 im;h (76 mill) K;t..; -- - Wall 2 inch (51 nim) '15F74 trincl.k.1t) -- nG44 (do',W 30G2$j (Wi K Close Couple) Tutmimmon 3007.) (VVrKX close CM,r)IF 'wit'll 0xtqy-.jjon riser) Kits inch U(; mm) 44AO.Acloso 81J20 (W I K Curnlitnsarti Oroin livat Calflp. 2 GKOB 6 4. 11.R rn) 2GKG9 2d Ft. (1.3 rro 261(70 50 ft. (15' T;ipu inch 02 mm) '-,virlct •)i 39GO3. 2,inch Ml.rmn) wide '- - ' " " ' ...... -.. - , .......... "." I'll, -11 ill 111-1111-1-:1 -", , . '.. -�j ... ;-"1'.-j N.. !"Wril riltltl(j 101' $IIVVv :-1s11 fim I tt%f tkIrmilteu. .Lpc'jp1'opmm kit nitim Isti urdurud extra foi- fima TUF.tpirmim! from-, vol'itil'y 100w; proper intakn nivi �xlwtj-v. size Ald Ir.nYunnlu,n kit recivirefl. *CluanAhlii pijlyuretIj;jjjp. ffAllin type! filter. AWICWTEIVRE-DERATE GHH26 uiiiiu do not r(.'ClLlif'O 0 ai afltkldtls of 0 to 79,00 ft. (0 to 22P,6 m). E JESSEE HEATI AIR TEL.: 916-891-3452 Aug 22'01 _ 10:1'3 No . 004 P.08 Modul Nu, "' GfIH26U2/3.5o GHR2603.75 GHAM13/4-100 GHR7604/6-106 100,000 (29.3) GHR7.604/:i-120 170,000 (:3b.2) Input - 6tuh (kW) 50,000 (14./1 75,000 (22.0) 106,000 (29.3) Otrtpl,lt- HtUh (kW).... 47,000 (13.8) 70,000 (20.5) 92,000 (27.0) 93,00 21. 111,000 (37.5) •A.f.U,F. ']7°!, 0011/11; 001f, .• 92%, 00% CAIifoolio $0,qSOr11l'Cffi ic:ncy 6511/0 "/u 84 ti l��h ' •.-- 84% �Exh+;Uxl pipe ounneclinn (PVC) diameter • in. (n•Irn) 7. 151). 7 M10 2 (5'It 2 (51) --2 (Cil) tllltdkn pipn rnnnnrt(nn (PVC) elinomfor- in, (nein) 2 (61) 1/2 (12.7) 7. (51) 2 (51) 7 (51) 7 (51) conclonn ate da10 G17,11*10ctioll (PVC)- in. (rnl'rl) 112 (11.7) 1/2(12.7) 1!2 (12.7) 1/2 (12.7) TvitilmmAmt, rico runUc f ('C) :tU GU (17 33) 40 /U (22••30) 40 70 (22-•39) 50 UO (29-44) 4b /b ('L5-47) Flif)h nlatic rnlYifiod IOy'(A.G.A./C.U.A.) - ill wU. (NI) bU (125) bU 025) .hU (125) 5U (12b) .50 (1251 G ax Piping F,i71 I.P.S. in- 117 112 1/7 12.7 12.7 17.7 NraUlrni far "I Pcl!rinp�n0 nun I?.] 17,7 Hlnwer wheal non•iinril in. '10 x 8 10 x 6 '10 X 10 '111-112 x 9 11.1/2 x 9 diamotur x wit(th mm 292 x 229 754 x 203 -754 x 203 754 x 254 292 x 229 EN)wor motor otilput - hh (W) 'l/3 (249) 1!7 (373) 112 (373) 3.4 15001 3l4 15601 *Number in. (1)14x25x1 (1)ZUx25x'I mqrl t;iir, 0f filter.; _ .' .. .. --- nlill (1) 356-x 1335 x 25 ('1) 508 x 63b x 15 Ntrnuaal r.nnling Tom; ? to a 7 tp.3.6 7 to 4 4.5 to b 3.5 to 5 lluil t:urt t,+: rtrlrlratl kW /.0 IU '10.6 IA to 12i /.0 to 11.1 12.3 to 11.6 1.2.3 lu 17.0 (ihil:y)ill(I wulgllt - Ihti. (kUl 1 {;urkugP (G/) IAi rtijlt196 (89) 705 (93) l.Ir:vUit (al cltdrtictrritaiG:; -14/ 171:1 volts ••• 60 , 11Prt7 i plm:w (All unitst It'siv than 17 Amps • Optional Accessories (Must Sc Ordered ExtrA) o -I PG;t'rcjpanc kit _ - - 30K44 Clown How ArL.litivc Oils" ;hipping Weight.- lklu- lktl.l 32Kb2 � 32K53 -- i tior+inrttnl Sultltort Fr,m'rtu Kit Ship. Wt. • It;s. lkcl.t 19 - lfi I!js. (8 kc)) IwinniiiU It CnntlliUU1A, IVW SIMPH 35J93 (,III nnxiNltJ Final 1 vu41 (51 ourt) --15F75 T•nnutation Kit:; 3 inch 171j nein) 44-141 1 vo 11,; Inhiku 1..oilcCntric Hoof Tipmituition Kit, RQG/I - 2 uarh (51 lair,) 33897-:i:l+.iCla.fLti,Cr,nn) Kn, Wall 2 Inch (bl mill) 15F74 (liny'kit) -• 22G44 (clof;e r;iitiplu) 300128 (WTK CloSe Cuupfar) Tr.rntln,ltii>ri 301379 (4VTKX r.lnsst couf,l+t with Pxti:rlsiun ri:;ar) Kit•; -- - .- .. ,_ -- 3 inch (70 mm) 44J40 (09sP c:otinlo) 81J20 (WrK CIO -.0 couple) Condlinxraw Llruin HH,at Ccthlc 761(138 6 ft. (1.8 rn) - 76K69 2,1 N. (/.1 m) 26K70 50 ft. (1:5.2 Ill) Iivit cool : Impt 39G04 1;2 Etch (13 arra) wide cm 39G03 2 )nr.h (S1 Ilipil wit)a: •J1,11MI t tool t, P,, 11 ltll>n I IIIrin.Iry p,h,•ul 411 U,5. DUE IRF-1In,u:n,lutq; +Ilhl Flt: Inhnhn,I rcguIation.. IFoi"IItul crti bo:,.I m: t:yYltrm ratirnil for nrn'i WnnthV ilUd furnACeS. 'Lf C;,,vru0u. a kit nNlit ho entrant) extra for fit -id ch. -.if {tU)VUr. t Dotrarnlirot Irum vnnlinrl tah(ae Inulme intake and Axlt;nml Itirm tdre nod tmmin,tt(Vn kit I'A`luii Eil. tl'.la:vuahirr pnlyurethlim: Irnrnl, type fillrr. HIGH ALTITUDE DERATE GHR26 unit , dr) not. require a dor.1110 M rlltiludt"s of 0t07500 ft. (Oto 2286 nl). CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 Pro'ect Address ******* C ico, California *v6.01* Documentation Author... Donna Wallace- ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... it Compliance Method...... MICROPAS6 v6.01 for Building Per its o� � ' Plan Check a e Field Check/ Da e 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Beckman Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 3344 sf Single Family Detached New Front Facing 225 deg (SW) 1 2 Raised Floor 24.5 % of floor area 0.43 Btu/hr-sf-F 0.4 9.4 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Typical, Garage #1 Garage #2 Door n/a R-0 R-n/a R-0 0.330 Entry Unit, Garage. #2 Roof Wood R-11 R-27 R-38 0.025 Typical Floor Wood R-19 R-0 R-19 0.037 Typical FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (SW) 15.0 0.390 0.330 Standard Standard Yes Window Front (SW) 15.0 0.390 0.330 Standard Standard Yes Door Front (SW) 2.8 0.550 0.650 Standard Standard Yes Door Front (SW) 7.8 0.550 0.650 Standard Standard Yes Door Front (SW) 2.8 0.550 0.650 Standard Standard Yes Window Front (SW) 5.5 0.390 0.330 Standard Standard Yes Window Front (SW) 18.0 0.390 0.330 Standard Standard Yes Window Front (SW) 18.0 0.390 0.330 Standard Standard Yes Window Front (SW) 10.0 0.390 0.330 Standard Standar Yes Window Front (SW) 15.0 0.390 0.330 Standard � w Yes Window Front (SW) 15.0 0.390 0.330 Standard Yes Window Front (SW) 18.3 0.390 0.330 Standarda None Window Window Front Front (SW) 15.0 0.390 0.330 Standar r,,% tan d\ None (SW) 15.0 0.390 0.330 Standar,Std None 4 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Beckman Residence FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (W) 18.0 0.390 0.330 Standard Standard Yes Window Front (W) 18.0 0.390 0.330 Standard Standard Yes Window Right (S) 18.0 0.390 0.330 Standard Standard Yes Window Right (S) 18.0 0.390 0.330 Standard Standard Yes Window Left (NW) 10.0 0.390 0.330 Standard Standard Yes Window Left (NW) 15.0 0.390 0.330 Standard Standard Yes Window Left (NW) 10.0 0.390 0.330 Standard Standard Yes Window Left (NW) 15.0 0.390 0.330 Standard Standard Yes Window Left (NW) 15.0 0.390 0.330 Standard Standard Yes Window Left (NW) 3.1 0.570 0.670 Standard Standard Yes Window Left (NW) 14.0 0.390 0.330 Standard Standard Yes Window Left (NW) 14.0 0.390 0.330 Standard Standard Yes Window Left (NW) 14.0 0.390 0.330 Standard Standard None Window Left (NW) 14.0 0.390 0.330 Standard Standard None Window Left (NW) 15.0 0.390 0.330 Standard Standard Yes Window Back (NE) 15.0 0.390 0.330 Standard Standard Yes Window Back (NE) 15.0 0.390 0.330 Standard Standard Yes Door Back (NE) 17.8 0.550 0.650 Standard Standard Yes Door Back (NE) 60.0 0.550 0.650 Standard Standard Yes Window Back (NE) 17.5 0.390 0.330 Standard Standard None Window Back (NE) 17.5 0.390 0.330 Standard Standard None Window Back (NE) 17.5 0.390 0.330 Standard Standard None Window Back (NE) 17.5 0.390 0.330 Standard Standard None Window Back (NE) 17.5 0.390 0.330 Standard Standard None Window Back (NE) 29.3 0.390 0.330 Standard Standard None Door Back (NE) 17.8 0.550 0.650 Standard Standard None Window Back (NE) 19.8 0.390 0.330 Standard Standard None Door Back (NE) 60.0 0.550 0.650 Standard Standard None Window Back (NE) 15.0 0.390 0.330 Standard Standard Yes Window Right (SE) 14.0 0.390 0.330 Standard Standard None Window Right (SE) 14.0 0.390 0.330 Standard Standard None Window Right (SE) 14.0 0.390 0.330 Standard Standard None Door Right (SE) 17.8 0.550 0'.650 Standard Standard None Window Right (SE) 15.0 0.390 0.330 Standard Standard Yes Window Right (SE) 8.0 0.390 0.330 Standard Standard None Window Right (SE) 6.0 0.390 0.330 Standard Standard None Window Right (SE) 8.0 0.390 0.330 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.900 AFUE n/a Attic R-4.2 No No Setback ACSplit 13.00 SEER No Attic R-4.2 No No Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -6 Run -Beckman Residence WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas PipeInsulation 2 0.62 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Water Heating System REMARKS The French doors were assigned the CEC default U -value and default SHGC-value. Windows shall be vinyl -framed with dual -pane, low -e glass by Milgard (or approved equal). These windows have a 0.39 maximum U -value and a 0.33 maximum SHGC-value. Reference: NFRC data provided by manufacturer. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User Run -Beckman Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Avenue Chico, CA 95926 Phone... 530-894-5719 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. ( ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 Prot Add ******* �ec ress........ Chico, California *v6.01* Documentation Author... Donna Wallace ******* Climate Zone.. ..... Compliance Method...... 399 East 9th Avenue Chico, CA 95926 530-893-4982 11 MICROPAS6 v6.01 for Building Permit Plan C ec Da e Fie C ec Da e 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Beckman Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. BY CONTRACTOR er ment *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -Value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. R-19 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. FIBERGLASS BATTS 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. BY CONTRACTOR 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. BY CONTRACTOR MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Beckman Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. BY CONTRACTOR 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ATTACHED 150(1): Setback thermostat on all applicable heating and/or cooling systems. BY CONTRACTOR 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. BY CONTRACTOR *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape isused in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. BY CONTRACTOR 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no.pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas-fired central furnaces, pool heaters, spa heaters or MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title........... Beckman'Residence Date..08/21/01 11:11:52 MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Beckman Residence household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). BY CONTRACTOR LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. BY CONTRACTOR 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. BY CONTRACTOR COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 Project Address........ ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* Building Permi 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Plan Check Da e Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Beckman Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 17.69 16.67 1.02 10.59 11.59 -1.00 8.52 8.54 -0.02 36.80 36.80 0.00 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 3344 sf Single Family Detached New Front Facing 225 deg (SW) 1 2 FullYear Raised Floor 1 31428 cf 0 sf 24.5 % of floor area 0.43 Btu/hr-sf-F 0.4 9.4 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 3344 31428 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Beckman Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 362 0.065 17.8 225 90 Yes W.19.2X6.16 Typical 2 Door 23 0.330 0 225 90 Yes None Entry Unit 3 Wall 189 0.065 17.8 225 90 No W.19.2X6.16 Garage #1 4 Wall 54 0.065 17.8 225 90 No W.19.2X6.16 Garage #2 5 Wall 40 0.065 17.8 270 90 Yes W.19.2X6.16 6 Wall 40 0.065 17.8 180 90 Yes W.19.2X6.16 7 Wall 560 0.065 17.8 315 90 Yes W.19.2X6.16 8 Wall 86 0.065 17.8 315 90 No W.19.2X6.16 Garage #1 9 Wall 527 0.065 17.8 45 90 Yes W.19.2X6.16 10 Wall 54 0.065 17.8 45 90 No W.19.2X6.16 Garage #2 11 Wall 472 0.065 17.8 135 90 Yes W.19.2X6.16 12 Wall 198 0.065 17.8 135 90 No W.19.2X6.16 Garage #2 13 Door 18 0.330 0 135 90 No None Garage #2 14 Roof 2284 0.025 38 315 37 Yes R.38.2X4.24 Typical 15 Floor 2284 0.037 19 n/a 0 No FC.19.2X8.16 Typical FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SW) 15.0 0.390 0.330 225 90 Standard/0.76 Standard/0.68 2 Window Front (SW) 15.0 0.390 0.330 225 90 Standard/0.76 Standard/0.68 3 Door Front (SW) 2.8 0.550 0.650 225 90 Standard/0.76 Standard/0.68 4 Door Front (SW) 7.8 0.550 0.650 225 90 Standard/0.76 Standard/0.68 5 Door Front (SW) 2.8 0.550 0.650 225 90 Standard/0.76 Standard/0.68 6 Window Front (SW) 5.5 0.390 0.330 225 90 Standard/0.76 Standard/0.68 7 Window Front (SW) 18.0 0.390 0.330 225 90 Standard/0.76 Standard/0.68 8 Window Front (SW) 18.0 0.390 0.330 225 90 Standard/0.76 Standard/0.68 9 Window Front (SW) 10.0 0.390 0.330 225 90 Standard/0.76 Standard/0.68 10 Window Front (SW) 15.0 0.390 0.330 225 90 Standard/0.76 Standard/0.68 11 Window Front (SW) 15.0 0.390 0.330 225 90 Standard/0.76 Standard/0.68 12 Window Front (SW) 18.3 0.390 0.330 225 90 Standard/0.76 Standard/0.68 13 Window Front (SW) 15.0 0.390 0.330 225 90 Standard/0.76 Standard/0.68 14 Window Front (SW) 15.0 0.390 0.330 225 90 Standard/0.76 Standard/0.68 15 Window Front (W) 18.0 0.390 0.330 270 90 Standard/0.76 Standard/0.68 16 Window Front (W) 18.0 0.390 0.330 270 90 Standard/0.76 Standard/0.68 17 Window Right (S) 18.0 0.390 0.330 180 90 Standard/0.76 Standard/0.68 18 Window Right (S) 18.0 0.390 0.330 180 90 Standard/0.76 Standard/0.68 19 Window Left (NW) 10.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 20 Window Left (NW) 15.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 21 Window Left (NW) 10.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 22 Window Left (NW) 15.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 23 Window Left (NW) 15.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 24 Window Left (NW) 3.1 0.570 0.670 315 90 Standard/0.76 Standard/0.68 25 Window Left (NW) 14.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 26 Window Left (NW) 14.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 27 Window Left (NW) 14.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Beckman Residence orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 28 Window Left (NW) 14.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 29 Window Left (NW) 15.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 30 Window Back (NE) 15.0 0.390 0.330 45 90 Standard/0.76 Standard/0.68 31 Window Back (NE) 15.0 0.390 0.330 45 90 Standard/0.76 Standard/0.68 32 Door Back (NE) 17.8 0.550 0.650 45 90 Standard/0.76 Standard/0.68 33 Door Back (NE) 60.0 0.550 0.650 45 90 Standard/0.76 Standard/0.68 34 Window Back (NE) 17.5 0.390 0.330 45 90 Standard/0.76 Standard/0.68 35 Window Back (NE) 17.5 0.390 0.330 45 90 Standard/0.76 Standard/0.68 36 Window Back (NE) 17.5 0.390 0.330 45 90 Standard/0.76 Standard/0.68 37 Window Back (NE) 17.5 0.390 0.330 45 90 Standard/0.76 Standard/0.68 38 Window Back (NE) 17.5 0.390 0.330 45 90 Standard/0.76 Standard/0.68 39 Window Back (NE) 29.3 0.390 0.330 45 90 Standard/0.76 Standard/0.68 40 Door Back (NE) 17.8 0.550 0.650 45 90 Standard/0.76 Standard/0.68 41 Window Back (NE) 19.8 0.390 0.330 45 90 Standard/0.76 Standard/0.68 42 Door Back (NE) 60.0 0.550 0.650 45 90 Standard/0.76 Standard/0.68 43 Window Back (NE) 15.0 0.390 0.330 45 90 Standard/0.76 Standard/0.68 44 Window Right (SE) 14.0 0.390 0.330 135 90 Standard/0.76 Standard/0.68 45 Window Right (SE) 14.0 0.390 0.330 135 90 Standard/0.76 Standard/0.68 46 Window Right (SE) 14.0 0.390 0.330 135 90 Standard/0.76 Standard/0.68 47 Door Right (SE) 17.8 0.550 0.650 135 90 Standard/0.76 Standard/0.68 48 Window Right (SE) 15.0 0.390 0.330 135 90 Standard/0.76 Standard/0.68 49 Window Right (SE) 8.0 0.390 0.330 135 90 Standard/0.76 Standard/0.68 50 Window Right (SE) 6.0 0.390 0.330 135 90 Standard/0.76 Standard/0.68 51 Window Right (SE) 8.0 0.390 0.330 135 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 15.0 n/a 6.0 7.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 15.0 n/a 6.0 7.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 2.8 n/a 3.3 11.0 2.2 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 7.8 n/a 3.3 11.0 2.2 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 2.8 n/a 3.3 11.0 2.2 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 5.5 n/a 1.0 11.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 18.0 n/a 6.0 7.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 18.0 n/a 6.0 7.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 10.0 2.5 4.0 17.0 1.0 17.0 5.3 n/a n/a n/a n/a n/a n/a 10 Window 15.0 n/a 5.0 1.3 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 15.0 n/a 5.0 1.3 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 18.0 n/a 6.0 7.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 18.0 n/a 6.0 7.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 18.0 n/a 6.0 7.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 18.0 n/a 6.0 7.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 10.0 n/a 5.0 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 15.0 n/a 5.0 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 10.0 n/a 5.0 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY 'Page 4 C -2R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 MICR0PAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Beckman Residence Surface 22 Window 23 Window 24 Window 25 Window 26 Window 29 Window 30 Window 31 Window 32 Door 33 Door 43 Window 48 Window System Type HOUSE Minimum Efficiency Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage Furnace 0.900 AFUE n/a Attic R-4.2 No ACSplit 13.00 SEER No Attic R-4.2 No WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storage Gas PipeInsulation 2 0.62 SPECIAL FEATURES AND MODELING ASSUMPTIONS ACCA Manual Duct D Eff No 0.767 No 0.669 Tank External Size OVERHANGS AND SIDE FINS (gal) R -value 50 R- n/a Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 15.0 n/a 5.0 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5.0 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 3.1 n/a 2.0 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 14.0 2.0 7.0 20.0 1.0 4.5 20.0 n/a n/a n/a n/a n/a n/a 14.0 2.0 7.0 20.0 1.0 2.0 20.0 n/a n/a n/a n/a n/a n/a 15.0 n/a 5.0 1.3 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5.0 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5.0 1.3 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 17.8 2.7 6.7 8.0 1.8 8.0 1.0 n/a n/a n/a n/a n/a n/a 60.0 n/a 6.7 8.0 1.8 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5.0 1.3 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5.0 1.3 0.5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Efficiency Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage Furnace 0.900 AFUE n/a Attic R-4.2 No ACSplit 13.00 SEER No Attic R-4.2 No WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storage Gas PipeInsulation 2 0.62 SPECIAL FEATURES AND MODELING ASSUMPTIONS ACCA Manual Duct D Eff No 0.767 No 0.669 Tank External Size Insulation (gal) R -value 50 R- n/a *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Water Heating System REMARKS The French doors were assigned the CEC default U -value and default SHGC-value. Windows shall be vinyl -framed with dual -pane, low -e glass by Milgard (or approved equal). These windows have a 0.39 maximum U -value and a 0.33 maximum SHGC-value. Reference: NFRC data provided by manufacturer. COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... Beckman Residence Date..08/21/01 11:11:52 MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Beckman Residence REMARKS +f R HVAC SIZING Page 1 HVAC Project Title.......... Beckman Residence Date..08/21/01 11:11:52 Project Address........ ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* I Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ........ 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards Plan Check Date Field C ec Date by Enercomp, Inc. MICROPAS6 v6.01 File -BECKMAN Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Beckman Residence GENERAL INFORMATION FloorArea .......... ...... Volume....... ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange........ ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 3344 sf 31428 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Minimum Total Load 53686 225 deg (SW) Cooling (Btuh) 6171 8390 17655 6530 2100 4085 44932 8986 53918 Note: The .loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety.margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Description (Btuh) Opaque Conduction and Solar...... 13899 Glazing Conduction ............... 15032 GlazingSolar .................... n/a Infiltration ..................... 19874 InternalGain .................... n/a Ducts....... ................... 4881 Sensible Load .................... 53686 LatentLoad ...................... n/a Minimum Total Load 53686 225 deg (SW) Cooling (Btuh) 6171 8390 17655 6530 2100 4085 44932 8986 53918 Note: The .loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety.margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. �il, 4t OWNER -B" UILDER ,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,... NO '2. I HAVE- HAVE NOT 0 signed an application for a building permit for the proposed work. 3. I have contracted with the following Pen. to.prctvie e.th .proposed construction: NAME. pt.. ADDRESS: CITY:- . PHONE: CONTRACTOR'S 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: CONTRACTOR'S LICENSE NO. 5. I will provide some of the workout I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK PROPERTYOWNER: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application fur a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and, to have'a businsss license from the city or county. They are also required by law to put their license number on all permits for which they apply. If yai pied to da�yoiir own work, with the exception of various trades that you plan td'subcontruck you should be aware of the following information for your benefit and protection: • ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (inchrdmg,niaterials and other costs) is 5300 or more for the entire.project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814.• Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building [nspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code- OVER oda OVER 40' AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded ,23 -,Jul -2001 2001-0032349 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building property described herein is adjacent to land or included within an area zoned fora cultural s pmt The 1� purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, in herbicides, g, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: iT�Y l3 AS .5Hr U -)V OU ift-4T CLA7-4IAl M4P FAIi WOW 64K5 sv8o� vis�o/v , �n(ur riAP k As RE(20,fuFJ /u ; IFt oFr(GLz of -rye kfr,01Dt R of iffy cOvN i r' or ,�'o T TE'� S; q 77,E_pF C',gL(rv,Q,tJ/� , 50 vvNE / ,8D4K /S-/ �2Do/ 1A) �•- ����-s 93, 9y, 9,�- �No 96 . Date/ / < _•_��`- PROPER Y O KIM HUTCHISON State y blk California Commisslon 0 125MID ) Notary Pu - CdMwft County of ) Butte County - MY Comm. Expires Jan 17,4 O° before me_ - personally appeare C a n , � personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(sWare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in -W*/their authorized ca ac' that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s)rtacted,�exnec ted the instrument. WITNESS my h dand official seal Signatu Seal, • KIM HUTCHN� HIISOO Commission a 1?eM1 I 0 Notary Public - Calilonllp § A.P. #� �Q - Q S" Butte County "" ��� MY Comm. Eines Jan 17,1'