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HomeMy WebLinkAbout040-630-011040-63-0-011�TTno_,-7,-o BAKER, Will 99-2769 BPEN 9480 VanNessNess Way, Durham (new -n le/p DO 040-630-011 00-0407 BAKER, WILL 9480 VAN NESS WAY, DURHAM CONTR: OWNER TEMP SERVICE �WAG ��9 040-63-0-011 O� BAKER, Wil 00-0835 B 9480 Van Ness IJay, Durham (add'l s9 fC/porch �iN/a� 8/l2/oaf Page 1 of 1 Hunt, Philo From: Hunt, Philo Sent: Wednesday, January 03, 2007 9:25 AM To: 'Jim Stevens' Subject: Zwald - Elevation Cert. Hi Jim, Ok, we will release the elevation certificates. Do you have the APN for Zwald? The name is not showing up in our database (TraKit program). It was great having a few days off, I hope your holiday was good too. Thanks, PHILO HUNT, P.E. PLAN CHECK ENGINEER BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE: 530.538.7541 FAX: 530.538.2140 From: Jim Stevens [mailto:jstevens@northstareng.com] Sent: Thursday, December 28, 2006 1:45 PM To: Hunt, Philo Cc: Jay Lowe Subject: Zwald - Elevation Cert. Philo: I just spoke with Jay who told me we need to authorize release of an elevation certification or two we prepared for the Zwald property . We have no problem with you releasing this information to the people asking for it. Normally we would do it ourselves, but our older files are in archive, and it costs us $50 to retrieve them. Thanks and have a Happy New Year! Jim Stevens, PLS NorthStar Engineering 111 Mission Ranch Blvd, Ste. 100 Chico, CA 95926 (530) 893-1600 ext. 211 Fax (530) 893-2113 1/4/2001 T FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A -PROPERTY OWNER INFORMATION ................:.........::.. ....:.. ;:ForInsl{rartceGompany.Us...:....:. e BUILDING OWNER'S NAME _ : Pnlrry BUILDING STREET AD RES (Incl din t., Unit Suite, a d/or Bldg. No.) OR P:O. ROUTE AND BOX NO. .Company NAIL Number 9¢ I�A,c� ���5 ��.� ... ... CSTATE ZIP CODE0��Hlt`4 959 �8 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) GUT // ,D�/,P jf'M G-rf F� ( 15►�/Bol�/!v/Oti/- /4!�/Mitps� BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) / Ze5/,o LATITUDE/LONGI UDt (UP I IU.i{NAL) HORIZONTAL DATUM: SOURCE: Ll GPS (Type): or ##.#####0) Ll NAD 1927 XNAD 1983 L l USGS Quad Map L_l Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER co. a-d.r.Alc ,eER a ev/Z 82. COUNTY NAME &k/772 B3. STATE B4. MAP AND PANEL BS. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1_1 FIS Profile %Cl FIRM L_1 Community Determined I I Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: L_1 NGVD 1929 L_1 NAVD 1988 1 1 Other (Describe): (/,cN6S 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) C1. Building elevations are based on: tGlConstruction Drawings' L18uilding Under Construction` I IFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number_6 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different fro 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 conversion. Datum L,%fS Conversion/Comments Elevation reference mark used AM _476 Does the elevation reference mark used appear on the L� No ❑ a) Top of bottom floor (including basement or enclosure) /(p2 ft.(m) ❑ b) Top of next higher floor ! 7� ft (m) a SA•STF ❑ c) Bottom of lowest horizontal structural member (V zones only) _ ft.(m) N -�i 0 d) Attached garage (top of slab)!(02 ft.(m) E ❑ e) Lowest elevation of machinery and/or equipment w `° servicing the building ft.(m) E 2 0 0 Lowest adjacent grade (LAG) /(pl 7 ft.(m) 2;. I., : EXP.&-�-07 ❑ g) Highest adjacent grade (HAG) /(o/ S ft.(m) �1'] No. 6050 �P 0 h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade J q 0 i) Total area of all permanent openings (flood vents) in C31h sq. in. (sq. cm) TF OF Cp0�� 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. l 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 anv false statement may .be punishable h;/ fne nr imrricnnmanr ,rider , Q i i S. Code. Section ; --1/ 4 . ASj r Eis TITLE � (p �1� C ADDRESS., „ n 10A7��1 �r_-?re ` SIGNATURE DA LICENSE NUMBER P4s &060 ZIP CODE 17_,;q22 1-Fi1AA Pnrm R1 -R1 Al Ir QQ CFF PP\/PPRF .ginP PnP.r:01\JTIN1 IATInM PFPI Ar'FC AI I PPFVIr11 IR'Fr11TIONR W IMPORTANT: In theses aces, co the corresponding . - - . p copy p g information from Section A. Fgraiisurance`C:ompany't1se;::;:: BUIL I G TREET ADDRESS (Including Apt., Unit, Suite d/or Bldg. No.) OR P.O. ROUTE AND BOX!NO. Pot�cy Number� CITY STATFC� 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) building owner. COMMENTS , --- I I Check here if attachments 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 LOMB -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which 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 r enclosure) of the building is L—I_1 ft.(m) I—I_lin.(cm) I—I above or L_I below (check one) the highest adjacent grade. E3. For Building -Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor, (elevation b) of the building is LLI ft.(m) I_L.lin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in Accordance with the community's floodplain management ordinance? I—I Yesti I -I No 1_1 Unknown.- The local official. must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS -I 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 management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I I 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 local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I_I A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. I—I The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY \ ISSUED G7. This permit has been issued for. LI New Construction • Ll Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(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 DATE COMMENTS -- I I Check here if attachments M©TES 6• ao f� � � // S frrx.�, ��� i l o�� ©a GI/ s" RESIDENTIAL 040-63-0-0111 T 99_=2769 BPEM - , PERMIT NI BAKER, Will --- 9480_Van Ness Way;,Durham (new.single family v?_ Y 0 / 00-0q&7 OFFICE COPY Address9l-/go k&v eSs GAS Meter By r Date `ELECTRIC E '\ Oh 4 s" RESIDENTIAL 040-63-0-0111 T 99_=2769 BPEM - , PERMIT NI BAKER, Will --- 9480_Van Ness Way;,Durham (new.single family v?_ Y 0 / 00-0q&7 11 SPECIAL CONDITIONS 11 CHECKED BY S� ZFLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY FFF10ECOPY Address7/%") V1* *6164f GAS Meter By 7Date t ELECTRIC �,� , �� Meter By Dat JOB FINALED (D e I Signature -1<x'ze �v_v iIV OFFICE COPY Address9l-/go k&v eSs GAS Meter By r Date `ELECTRIC (Meter By t -�V Date '\ Oh 4 11 SPECIAL CONDITIONS 11 CHECKED BY S� ZFLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY FFF10ECOPY Address7/%") V1* *6164f GAS Meter By 7Date t ELECTRIC �,� , �� Meter By Dat JOB FINALED (D e I Signature -1<x'ze �v_v iIV . = OK 0 = Not OKr - = Not Applicable =Not Ready ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10.- Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date,,- Card B-1 L\ r I • r 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 r 4. / Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing t 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 1 r 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 r I • r k J = OK 0 = Not OK - = Not AppIcable RESIDENTIAL (Single & Duplex) = Not Ready ° # Date . Underfloor (Plans) OK except #'s Date l , Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 4. tg., Garage; Soils-Steel-Elec. G11 A.-/ /" Ftg. Depth 4. , Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped YSStemwalls, Garage; Steel-Blockouts-Wrapped 611 29Id Downs and Special Anchors 7. b, Steel -Wrapped 8. ers-Fireplace Ftg.-Steel 9 .W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ijjWater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date L/ 'Zf7ri+Card B-1 Date Card B-1 Date () {)e Card B-1 Date Card B-1 Date ori `LUMBING (Permit) OK except #'s ater Htr.; Vent -Access -Combustion Air Baffle V1W-'J-f'Pipe; Test & Anchor -Nail Protection W.V st Fittings & Anchor -Nail Protection ower an; Test, First Floor -Tub Awxss 2 Te t Tub & Shower, Second F14r-Tub Access Gas Pipe: Sixe & Anchors Date Card B-1 Date Card B-1 Date 4 Card B-1 Date Card B-1 Date ELXCfF3ICAL (Permit) OK except #'s i e & Transformer Clearance -Ins. Protection IP.e-Rec acles Spacing -Lights & Switches at Doors 4.a Size es & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28.2 Wpliance Circuits in Kitchen & Conductor Size GFI ga. Cu or M.A.C. Wire Size / /�4 Cu or AI 30. Range CCircle / / ga C or Al -Oven Circ. / / Cu r At Ins Idled Neutral es O No Ser ' e -Riser Conductors & Ground Main Disconnect q 'p. Clearances Panels-Motors-Mech. Equip. ;rrff I hes Closet Light -Shower Light -Spa Light moke Detector Date- (jU Card B-1 Date Card B-1 Oat;,'Card B-1/-' Date Card B-1 Date ME ANICAL (Permit) OK except #'s C. Ducts Insulation & Support &&,l lent Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade ur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 ' Date Card B-1 Date Card B-1 Z Date Card B-1 Date ING (Permit) OK except #'s 4 ' s Proper Materials & Anchors W Its, S ds -Nailing Spacing & Braces -Plates -Sound ;Adear' g Walls over Girders 0,7,r Nailing . ft Stop in Walls at o F' Stops, rred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing FRAMING (Continued) irs-Post Caps -Anchors -Connectors Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. ace Ties or Type A Flue -Fireplace Throat Clearance cess; Size & Romex Protection -Draft Stop -In, Windows or Exiting Doors -Sill Ht. & Di a ons e Fire Protection Framing rte -tine Firewall & Openings oors-One 3' -Check Garage 3rd Story, 2 Exits 'Width -Headroom -Rise -Run -Landing -Fire Protection 5-5—Kywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidina-Nailina Veneer Vents-Underflr. Access 58. / c rior/Ex or Wall Panels -> >U rL►�, I ation-Walls-Ceilings I nfiltration-Walls-Windows 5,100111 Date �/ Card B-1 Date Card B-1 Date . ry Card B-1 Date Card B-1 Date FINAL ( lans) OK except #'s E eps-Door & Sidelight Protection -Landings oke Detector q �� LAO"Furnace Vents-clearan -Co Ai - on tor- _jp�(garage; Ab loor-Ducts-Me2�rotection B room Exiting � Bath Fixtures & Tub Access -Spa Tym & Subpap< Breaker Sizes & Labels I6. Fir a or Stove, Clearance -Hearth 74,11lec. Outlets at Wood Panel, Int. & Ext. QEPkit & Appliance; Ground -Air Gap -Cooking Codrance _ 1 Outlets &�ecepta g at jfit. Counter arAge Fir oor; S ng -L din re -$5!A.C. ct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G age; Above Floor-Mech. Protection 7 4 ., Elec. & Mech. Equip. Listed for Location Receptacles in Garage (F.F.I.)-Romex Protection ulation-Foam-Looked in Attic Or 5ydrd Rails & Deck Construction -Post Caps aP'Fdn. VBents & Crawl Hole Door Drain e & Wood -Earth ctei<ance Looked undef Floor Qryes Fj/Following Instld./Drive&Yes 0 NoMaIks TfYes J No/Planters ❑ Yes (moo A.C. nit Disconnect, Electrical -Plumbing 8 ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings t, Electrical, Plumbing 9LIf.!erior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House orre ions from Previous Inspections G est -Meters Tagged, Gas -Electric Nr DSK o9a , Wo4affer & Sewer Connected -C/O to Grade -HD Approval cMnergy Compliance Certificate -Other Certificates f SO-Adress Posted Date jj?ACard B-1 Date Card B-1 Oa o Card B-1 1A Date Card B-1 Dat p Card B-1 Date Card B-1 Commeqfsat inal: INTER -DEPARTMENTAL MEMORANDUM R Aq -All TO: BUILDING DIVISION, OROVILLE A FROM: � ,t/ , ENVIR. HEALTH, CHICO _ DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: (w 1/4 4Ae:Lk---a SEPTIC: WELL: AP#: ��� �D _ ADDRESS/LOCATION: 911499 Comments: GL/memos/releaseho ld COUNTY OF BUTTE ' BUILDING DIVISION ��. DEPARTMENT OF DEVELOPMENT SERVICES r 411 Main Street • Chico, CA • (530) 891-2751 ' 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 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 ontact this office immediately. Date REV 1 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 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. Date P Inspector REV 10k2 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICESI 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA •.(530) 538-7541 . �I F CORRECTION NOTICE a-: OWNER PERMIT:NO. .Y A routin/inspectio icates that the following violations of butte county Ordinances exist at theabove aould be corrected. Please notice this office when -correction of work is completany questions pertaining to this matter, or need additional explanation,please ce immediately. r A G T 1 ryt, C .y¢ i k� V T Date00 Inspector REV �1/9�2 COUNTY OF BUTTE BUILDING DIVISION �' _ DEPARTMENT OF DEVELOPMENT SERVICES y� • - 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Q tl4a'/ 75 OWNER 76y rt 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 an questions pertaining to this matter, or need additional explanation, please contact this immediate) . c�q��S� . to /,�,0/i � l�..t/G�- ��n• �;;�s• lO/1'4c Date REV 10/92 4 o p � Inspector COUNTY OF BUTTE BUILDING DIVISION DEPAIRTMENT OF DEVELOPMENT SERVICES w=: 411 Main Street • Chico, CA • (530) 891-2751 t 7 County Center Drive • Oroville, CA • (530) 538-7541 t<� � 1 CORRECTION NOTICE OWNER ;57� 1 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, ple7c�ont this office immediately. 'r+ 0 k-4 A �f y M1 -v IV/.7L ......... COUNTY OF BUTTE' BUILDING DIVISION • DEPARTMENT OFtDEVELOPMENT SERVICES I� 411 Main Street • Chico, CA • (530) 891-2751 l 7 County Center Drivet, Oroville, CA • (530) 538-7541 V s CORRECTION NOTICE J OWNER 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 complete If you have any questions pertaining to this matter, or need additional explanation, pll!eas ontact this office immediately. AIZ i) 11,157,4'11 2x//y' f G/,1K Tviz, A -A112 ✓�di��r�i! t ��FAERWA 1'�L l� COUNTY OF BUTTE---! BUILDING DIVISION w 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 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. L... 4-.. 121fadi/lc /,41> 11t'A7i6Al SAI i MYA Date r Gv Inspector zlilf ` REV 10192 . /I , Date r Gv Inspector zlilf ` REV 10192 . /I 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 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. Date of Inspector REV 10/92 J r COUNTY OF BUTTE • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ;a 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541? CORRECTION NOTICE 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 contact this office immediately. t Date ��� Inspector LGSSG 'S REV 10 2 442 t� s; s ,.7 r: i n.% •r =t 9 r r Date ��� Inspector LGSSG 'S REV 10 2 Sep -16-97 01:45P. W-40 .. WORKSHEET W315 Vehicle Mileage Logi NAME SOCIAL. SECURrTY NO. Vehicle: Driver: Page - P_02 Me IQQs :r Worksheet W315 uZo FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Im t: Read the instructions on pages 1 - 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDINGOWNE NAME Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number l STATE� ZIP CODE S q PROPERTY D SCRIPTION. (Lot and Block Numbers Tax Parcel N mber, Le al Desc ption, etc.) . Alile- BUILDING USE (e.g., Resic ntial, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):..... ( ##° - ##'- ##.##" or ##. 0) ❑ NAD 1927 QNAD 1983 ❑ USGS Quad Map ❑ Other: ..... SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & CUMMUNI I Y NUMBLK t32. CUUN I Y NAML ti3. b I A I t AUT% IMPORTANT: In these spaces, copy the corresponding information from Section A. -For Insu!ance Company Use: BUILDING STREET ADDRESS (Including A t.,Unit, Suite, an or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number /v CITY /-y %e �✓v s / J- AE GP DD E Company NAIC NumberT/� . cc1 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) building owner. COMMENTS l ❑ Check here if attachments 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. Building Diagram Number _(Select the building diagram most similar to the building for which 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 _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) _in.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE 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 management ordinance 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 architect who is authorized by state or local law to certify 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 FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: ----- G9. ----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 DATE COMMENTS Check here if attachments FEMA Form 81-31, AUG 99 REPLACES ALL PREVIOUS EDITIONS FROq LOERKE INSULATION CO.,INC. LOERKE'INSULAT'ION CO., INC. Van Ness Way Numbiaiand Stlre.#t FAX NO. : 5308918560 Durham Aug. 16 2000 02:16PM P1 INSULATION CERTIFICATE City Lot 11 Cdunty subdivJalbl. WNW. bar DESCRIPTION OF INSTALLATION Brand Name Johns Me vile. 1. ROOF Thermal Resistance (R -Value) Material ....... ...... Brand Name Thickness Thermal Resistance (R-V4Iue), 2, CEILING Thermal Resistance (R -Value)_ Batt or Blanket Type FibREg6iuLBatte Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq.. l659_jb. Minimum Thickness_ 18.25" . . Inches. Manufacturers Installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material _Eibe4ass Bath._....... Brand Name __Aohns Thickness (inches). .3.51116,51, Thermal Resistance (R -Value) . ..... R1l3/R151R19 4. RAISED FLOOR Material —Fiberglass. Brand Name Johns Me vile. Thickness (inches)....- 6.6" Thermal Resistance (R -Value) 5. SLAB FLOOR / PERIMETER Material.____-, . — Brand Name Thickness ....... Thermal Resistance (R -Value)_ Perimeter Insulation Depth (Inche&�___ 8. FOUNDATION WALL Material__ Brand Name Thickness (inches)_ Thermal Resistance (R -Value) ..... DECLARATION I h,,r b , certify that the a Ve insukrn w conformance D withTh cu"ntFng rg. �w ndals installed in the building at the above location in e%etan sjor residential b0i dings (Title 24,Part 6, California Code of Regula as ndica on rtificate compliance, where applicable. C*L.#4991 50 LOERIKE INSULATION CO., INC. 042�� 1 I-ristal. . ature, Date- 11n. u contractor (Co. r Genera Contractor (Co. Nam of —Item psi- gI­gn-aTti4,-'Date-..._..., ..----..._._..___.. —ITeffi- ­ Signature, bate ,in hing Suboontractor4Co ' Name) Or an% contractor (Co. Name) Or owner General Contractor (Co. blame r Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7.0- ounty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PE REIT o• 6�,Lpev.12/96) • _ APPLICATION AND PERMIT( 6� ASSESSOR PARCEL NUMBER OkHMAHM 040-63-0 011 ZONING BUILDING PERMIT OWNER BAKER WILL TELEPHONE 893-9790S SO. FT. ACC. BUILDING VALUATION 2421 R 130,734 OWNERMAILING ADDRESS 2231 ST.GEORGE LANE,ITE 80 CHICO 95926 552 U 9,936 CONTRACTOR'S NAME OWNER TELEPHONE 372 C 4,836 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500 LENDER'S MAILING ADDRESS Total Valuation $ 147.0 6 ARCHITECT OR ENGINEER BOB MITZER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 807.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 524/88 BUILDING ADDRESS 9480 VAN NESS WAY, DURHAM Ener Plan Checking Energy g Fee $ 23.00 $ PERMIT FEE $ 1.375.38 LAT NO. 11 SUBDIVISIONS NAME DURHAM GREENS PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CA Duplex ❑ Mobilehome ❑ Other sPECIFv Each Trap 11 7.Oq 05.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING 4 BEDROOM 3 BATH Gas piping system 1 - 5 outlets 15.00 1900 Building sewer 15.00 Mobile Home I S I G I WF-' @20.00 PERMIT FEE $ 0 2 CAR GARAGE / FRONT PORCH ELECTRICAL PERMIT Fling Fee 20.00 aOOV OR LESS Main Service .0A OR LESS 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. (? / License Class a Lic. No. 3 6 / 8 �A 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, Ids 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 reason1 Main Service 2 TO lOCU00A 46.00 E0 NEW CONST. DWELLING OCCUP. NWA D NST. ( 3.5¢FTO. MuicrC. �jS. NON-RESID. CUTS97.50 POWER APPARATUS SINGLE OUTLFr CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL O L. 0 Ex. Occup. OUTFIXLErs(RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S A7 ns WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the— performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 66 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /� � -L X ____ Date �� __ Signature of Applicant - 4, Owner Contractor ❑ Agent i An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating DUAL PAC 1 3n no _9 Coolingi Hood 6.50 Ventilation PERMIT FEE $ 104 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R_ CONST. TYPE V TOTAL FEE $ 19857.93 HAz. D FEES IMV A FLOOD AE CDF PAR, €L FQ ]� HD Iss A This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / 2/8 /OO B Date PERMIT EXPIRES ON 2/8/01 Date Receipt No. 281095 281095/1277.63 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC (Rev. 12A6) OC{D--,Oo—o►/APPLICATION AND PERMIT — e:;;9 -771- <7 V T ova" a��oRPAR��� TU BUILDING PERMIT wNeR �1ONa 7 11 SO. FT. OCC. BUILDING VALUATION d \ OWNPI S MALM AD �J OONTRACTOR9 �� TWAPHONE �� r 3 CONTRACTOIt7 NA1UM ADDRESi V _ CONITRUCTION 1.e408t . � � o QOM MAe"D ADDS Fire lace Q Total Valuatlon S AILC+MTEE.T OReNON�Lt� � LA:t.r+sE No. FiGn F ee $ 20.00 AAcwrecT OR ENowimv majuND ADopewPermit Fee Plan Chsckin Fee $ auaoL«oAooR�s Energy Plan Checking Fee $ `f MILJ iUe�-6_ . o •3 {DT ND. •VaDNelON1W11! ►AMELyAP PERMIT FEE S PLUMBING PERMIT Fung Fee 20.00 USEOFSTRUCTURE Each Tran jff 7.00 Solar or heat pump water heater 23.00 SF Duplex O Mobilehome O Other Water piping 15.00 -13, ',96 TYPE OF WORK Each gas water heater or vent 15.00 , D D Gas piping system 1 - 5 outlet % 15.00 �Q New Addition O Remodel O sties O Installation O Other O Building sewer 15.00 / d Describe Work: Mobile Home I S I G W (&20.00 PERMIT FEE f ELECTRICAL PERMITI Filing Fee 20.00 ..... _ —•---- — Main Service 20M OR LESS Z) _ 800V OR LESS 23.00 Mein Service xoA TO 1000A 46.00 NEW C0WT. ( OR ADONS. D`i Aix. eLD�s P' 3.5CNEW C R . % 2 NDNREsiD.' MULTI -OUTLET (&7.50 & $"OLE OUTPARALET aR. 0 �V Ex. OCCU t„UR OiEr OR rOfiE9 200 x.50 Ex. OCCU SAL a .50 FMED APPI.M. OR (49 oUTLETS ESID. EA 5.00 2 _ Temporary Service 23.00 o Mobile Home Facilities 20.00 f Misc. Wiring 23.00 PERMIT FEE _ o3 5�rygy�� In Conlin I bb �D Hood 6.50 Ventilation AA� PERMIT FEt $19f, V\ Mobile Home Installation Fee $ (\ Energy Inspection Fee $ („ ZLD s/T. °f TO ' FEE $ NAZ. KFE-WMM R=0 CD: MCEL es E This permit is he e y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON toile) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION T COUNTY CENTER DRIVE'`OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:/l �/� ASSESSOR PARCEL NUMBER: 44 — 60 0 Proposed Building Use: ii%v�,G Building Inspector:Date: At time of permit application, I was advised the following data must be su miffed prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- toL. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------ r . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Zk#4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 0#5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ kAPW Energy Design Compliance and supporting documentation. ---------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. 11 Manufactured Home data// _and installation instructions including Tie Down Specifications .------------------ 0.. Fees of $ /':Z-7'7. (P 3 ------------------------------------------------------------------------------------- 14 11. Im .act fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 1 . alifornia Department of Forestry plan approval/fees. --------------------------------------------------------- ood elevation certificate.---------/-J�-/j- - -f------------------------------------------------------------------- - 4. Sanitation and plot plan approval tiff ��l/ Health Department. �Q��r - _!166-pL P�'IL/%1 i% / 7 ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 7! Tanning approval for (A) Use: (B) Parking: -------------------------- 2—J— _fit 8. Contact Land Development about'Imp:vements,❑Drainage, Legal Parcel. ----------------------- ❑19Encroachment Permitfordriveway (consction approval prior to occupancy). ---------------------------- El 20. Pre -inspection for required Request to Building Inspector on (Date) . ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ .. Letter of signature authorization. ------------------------------ Gj &25. Recorded copy of Agricultural Acknowledgment Statement. - E126. Letter of intent on building use. ---------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30 Other: ------- en you issue /e�ermit, s / follows ❑ Mail to owner, }a t 1� itor. Telephone 7cC/ and hold for pickup at'l!%-���� office. ❑ Deliver with inspector. Applicant:_� Date: / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution 'ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: lan 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, ❑ Build' ivisi n counter, by Date: Plans reviewed by: Date: Plans approved by: Date: — Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: . , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: 4a&tt�= SEPTIC: WELL: AP#: Ik-1&y ADDRESS/LOCATION: 9X64) ( && Comments: GL/memos/releasehold T:F:� Building Department M. Environmental Health SUBJECT: Sanitation Clearance E.M. USE ONLY tot Plan Att9chad ES Floor Plan Attached Sant to B.DZy Owner Location AP# Plan Approved for: Sewage Disposal _z_-, Water Supply: Public Private Well Clearance for V dwelling. Other .4 zb �8�li Hold final for: final c earance O.K. for: NOTE: "1143 Environmental Health Specialist Date 8/96 IN COUNTY OF BUTTE DEPARTMENT OF.DEVELOPMENT SERVICES - BUILDING DIVISION ' .7. COUNTY CENTER DRIV %JkOVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER ���� ���� A.P. #�`l DD 6W 01 PROP SED BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -�' / -- Balance Due ................ $ �/2 l <+ f0 3 -- Additional Fees Due ........... $ - -- Additional Fees Due ........... $ Ve-- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at;District Office 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = Units Commercial (sq.ft.)... x $0.03 = Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . Q)kk „ = $ , #Units/ Amt. Commercial (sq. ft.) .. x =$ Sq.Ft. Amt. ?-I-.UL) u 1> 5. RECREATION DISTRICT FEES (paid at District Office) Veom /OW 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) l 7. SRA FRE INSPECTION AND PLAN CHECK t1 ' $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 At time of permit applic tion, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT I i , .It?, I`�f�, j DATE`�� Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, 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 2/4 ZVO (R v. x COPY of Document Recorded ' 08 -Feb -2000 2000-0004601 r. Has not been compared with AND WHEN RECORDED MAIL TO: original BUTTE COUNTY RECORDER BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 r I v-) --) O 2,:�-s G0-1 Ic- AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural 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: SEE ATTACHED LEGAL DESCRIPTION Date: 2-7-00 PROPERTY OWNERS: WILLIAM E. BARER State of California ) County of BUTTE ) On 2-7-00 before me, JANET R. HERBERT, A NOTARY PUBLIC - -... personally appeared WILLIAM E. BARER personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacit•(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my_hand and official seal. JANET R. HERBERT f r a Comm. #1178398 NOTARY PUBLIC CALIFORNIA 0 (� • BUTTp. COUNTY 4 d my Comm, Sxplrse Apr. 171 Ppop A.P.# NOTE TO RECORDER: DO NOT RErY)RD THIS SIDE 1 A.A. -1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 Count Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday -'Friday) ' � J A.A. -1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 Count Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday -'Friday) ALTA OWNERS POLICY ORDER NO. BU -•177033 LP (REGIONAL EXCEPTIONS) EXHIBIT "A" THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS, AS RESERVED IN DEED RECORDED OCTOBER 27, 1939, IN BOOK 229, PAGE 338, OFFICIAL RECORDS. PARCEL II• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO COMMON AREA, INCLUDING INGRESS AND EGRESS OVER LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. PARCEL III• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO THE COMMON AREA, INCLUDING OPEN SPACE, RECREATIONAL PURPOSES AND DRAINAGE EASEMENTS OVER LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. BUTTE COUNTY DEPARTMrENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT P. O. Box 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 Telephone (530) 891-2727 Telephone (530) 538-7281 Date Issued E IR ONE YEAR FROM DATE OF ISSUANCE Permit Issued to To construct a sE Located at: A.P. # to&- SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK Liquid capacity: gallons Material Ca►�,(��-,� LEACHING FIELD Total length: Z70 feet Trench width: inches Minimum No. of lines: Rock under pipe (1--7 inches Special conditions: �,(J,� y s "11,41 S �i�,P u9 u� �� �r i/✓1_ . //1 s7lJ/i��� .".4 v ..n.. > t>eeA i9i.Av T—�C. .. _/ %if r.► ✓ � ?/_ M �14c4ld- Arm Al - Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is approved. i Permit Fee $ A Penalty Fee $ Additional Fee $ Receipt No. -ZP0 %0X S31 - 278R (Rev.4/98) TOTAL FEE $V r X67 Issued By: �,r Z'9'�"'�- ENVIRONMENTAL HEALTH SPECIALIST BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ( Building Department No. A.P. Number No — 180 -000 Jurisdiction: � City County Property Owner Property Location/Address Subdivision Residential Development No of Living Mobile Home �( Units Installation Commercial/Industrial . �; New r Addition Lot No. ...........................................................................:...................................... Sq. Footage c / -75 Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation inspection); .................................................................................................................... Sq?,Footage i f (Including Exterior Roofed Areas) Date trtoor rians reviewea oy acnooi uistncr rersonneif District Identification No. o3 -DU f-'f)POn V, lz� School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) / 7� has complied with the requirements of Resolution No. 9(p by payment of $ / 7�p, pa representing �?-square feet. AB 2926 S FULL MITIGATION E I XX00 School Distr ztt Representative3 Date v Paid by Check # Remarks: DL(.1(�{�ry� e�X� 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(x), 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 subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant);, Yellow (building department), Pink (school district) teefoim:XIS (10/98)dmm +'rr� ��:y��•y-�y-,rvi+`"�,.Yf��y.y.r...rr^-'t—ri^.=�""''.1FN:a�S:.{::Yt..�wjr.•e�; �r..� 7:.,:�.:s"�.--r'..�si�i,y,�.•r,'rM1y'1..•i�t`>>`�-�^�Y".�`"�+-,�a �.--+'-.r�r.��-� �Sr s) . BUTTE•COUNTY PARK FACILITY( -FSE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): nt 0 - I 90 - 00 0,-2 L— Property Owner. (s): Project Location/Address: Qr Subdivison Name:-Q/Yn -('&r , Assessable Square Footage: Type of Residential Development (check one): I New DevelopmentAfteration/Addition Mobile Home (s) ❑ Non -Residential to Residential Comments:, _ Building Di" ton Repr sent'tive Date Durham Recreation and Park District (DRPD) certifies that Q. ' 1�tlifl� � �a'kPr X595= l �-ap Applicant Name Applicant Phone Number Qt. t Address ,lila to CA City State Zip Code has complied, with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for �44-7,5' square feet at $ 1.04 per square foot for a total payment of $ a5 %_,Q"c,4�jo 'DRPD Representative PAID BY CHECK No.: Remarks: BANK No.: ie) 71(� -PAID BY CASH: RECEIPT No.: /699-7 9L /J 100 ate DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION January 24, 2000 Will Baker 2231 St. George Ln. Ste 80 Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-180-060 Building Permit Number: 99-2769 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Deck detail OK Foundation and stemwall details are to reflect the requirements of the flood elevation certificate and they are to be specific to this lot and this house. "Typical" details are not acceptable. You are to show the amount of required venting [calculated at one inch for each square foot of underfloor area and you are required to show vents on the plans]. Plans and details are to reflect the requirements of the flood certificate not merely noted back. x12 interior beams supporting upper floor still do not show footing supporting required support posts. All the above items were on previous plan check letter. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner January 5, 2000 Will Baker 2231 St. George Ln. Ste 80 Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Orov111e, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-180-060 Building Permit Number: 99-2769 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide engineering for the cantilivered deck. 2. Foundation and stemwall details are to reflect the requirements of the flood elevation certificate and they are to be specific to this lot and the house. "Typical' details are not acceptable. 3. 4x12 interior beams supporting upper floor still do not show footing supporting required support posts. Additionally, 4x4 post supporting stairway does not have a footing. All the above items were on previous plan check letter. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Bob Metzger December 21, 1999 Will Baker • . " • 2231 St. George Ln. Ste 80 Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-180-060 Building Permit Number: 99-2769 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a compaction report or have foundation designed by a licensed professional. This is a requirement of your subdivision map. 2. Provide a flood elevation certificate. Foundation and stem wall details must reflect required height of stemwall and flowthrough requirements [vent area calculated and shown]. Garage must also meet requirements for finished floor or water proofed and flowthrough design. 3. Remove options for beam sizes from the plans. Only show what beams you will be using for construction. Detail location and supports for all beams supporting second floor and show footings appropriately. 4. Deck may not be contalivered more than 1/3rd the back span. Provide engineering for deck. 5.. Exterior walls appear to be adequately braced. Note will be added to plan that a minimum size header will be required where a braced wall panel occurs over an opening below. {4x12}. 6. Energy calcs: You may not model this house by zones. You have more than 40 square feet between zones modeled and you have living and sleeping zones on the same floor [zone]. Revise calcs. In addition, square footage is 2475. Calcs are missing 15 sq. Ft of glass area on South orientation, missing 10 sq ft on North orientation and the wrong size windows have been calculated on the South orientation down stairs. Please review and revise plans and calcs. 7. -Enclosed are your parknd school fee forms. Pay any required Q at district office and return yellow copy to the building department. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Bob Metzger DRAFT COPY RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEO US ONLY Owner: Building Permit Number: 9� - a -7b I Plans Examiner: A P. Number: (% 4 0 —qo — n�P -6- 'GENERAL: �, / -7G � 1. Zoning requirements — (number of permitted living units). 7 ® Building permit valuation. 3. Plans signed by the designer. 4. Proper description of work on the application. Existing violations on the property. �! Recorded notice of violation. P OT PLAN: �h� `-�0 � � P 1Complete parcel size and dimensions. �(��Of p (�� Setbacks, side yard, easements, etc. rae 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). FAU & FAS road setback. /,8'' Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). x 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). ,3! Egress windows (Uniform Building Code section 310.4). ,A.' Skylights (Uniform Building Code section 2409 & 2603.7). ,a' Glazing in Hazardous locations (Uniform Building Code section 2406). fa' Required room sizes and ceiling heights (Uniform Building Code section 310,6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). yaeo- ipn 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). f-(VHG ,,W. Garage firewall separation - r�q'uired on garage side including supporting walls and posts (Uniform Building Code section 302.4 ekception #3). ,11"Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). , - Smoke detectors (Uniform Building Code section 310.9.1). ,Y)Water closet clearances (Uniform Plumbing Code 408.5). X. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 412 o -P DRAFT COPY RUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). tandard bracing or engineered design (Uniform Building Code sekion 2320.11.3). Flerestory requiring balloon framing and/or engineering. ; Three story building requiring engineered calculations and plans. 5. •Foundation plan complete enough to construct building. ev Floor construction details complete enough to construct building. 7. • Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. , .Fireplace construction details and calculations if necessary. Xl' Garage door header size(s). J?. Porch header size(s). ,W. Stud heights. Expansive soil — special foundation design required. Retaining walls requiring design. i Uv Z�, 16. Special Inspection requirements. ���{0 17. Header sizes. 9�sum wallboard nailing inspection required. DUDUSCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). 2. Guardrails (Uniform Building Code section 509).c 4 , Brick or stone veneer (Uniform Building Code section 1403). A .Exterior plaster — weep screeds (Uniform Building Code section 2506.5). X. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). ,e Roof covering type — (fire hazard). 4" Foam insulation = protection. -k-" 36" halls and stairways (Uniform Building Code section 1004.3.3.2). ISr Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 1306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). 2 Combustion air for fuel burning appliances — LPG requirements. 4 Sound requirements. Energy design compliance, and Supporting documentation. ,LS' Flashing at all exterior openings: X. CDF responsible area requirements. � 17. Building Permit requirements: 17.1. SRA. <I7`2�. Flood elevation certificate. 17.3. _Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 • CHICO ENV. HEALTH EHS T(_ eptic Well ❑ APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: - 16) --1:) 17q Genera/Information Owners Name: 6&"F Owners Address: 22`3 S'T ; Q --G=062,, .. 'Sii (i"(—'. P Building Site Address:_ �j�_ f ��,O /1��5 4 V Date: oC ,2 —0 D AP#: Parcel Acreage: CAN (Ga CA eML.el A IMOImation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel t'Septic Q Well ❑ Other Zone District: P U 1-�) Date of Zoning Ordinance General Plan: A R Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement %No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan J1 No ❑ Yes Violation Area No ❑ Yes Specific Plan ❑ No Yes ❑ Chico D2N ❑ Residential Accessory )0-28-9'? ❑ Cohasset Enterprise Zone No ❑ Yes, check use I � Floodplain ❑ No Yes Zone: A Panel Number: ❑ Watershed Protection Zone No Yes Pronosed Use Complies With: LS General Plan W Zoning Pr000sed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Side v Side street Rear "T � P L Height ----------� Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: 13 Map Deed Reference: Agriculture Affidavit Required Designated Well Site Drainage Plan (Com/Ind/Multi) Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Legal Access Provided Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes P'0 21-1rZ'I' Date of Recording: 2- I'z- 9'9 / Page:'LA Lot: I ) Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Comply with condition no. ❑ Verify Legal Access Block: Book: ,� of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. 'gc-'vVGrz yi+q o AVIQ1 LACSC� _ �GV�I,O�rv� 2EQU1 f?�S ��� e✓crI o� �'o �4 �yQC.I c.W �,—�--� �� P�'L� Sal �2,1�-� -�E� T APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION October 6, 1999 Heritage Partners 426 Broadway Chico, Ca 95926 Attn.: Mr. Tom DiGiovanni Re: Durham Greens Subdivision, - Durham, Ca Gentlemen: We have recently completed compaction testing on the building pads for the Durham Greens Subdivision. The lots were tested at approximate finished pad grade to a depth of 8 inches. All failing tests were retested with passing results. The nuclear density test data sheets and moisture density curve per ASTM 1557 are attached. Based on the test data compiled on this project and witnessing the earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the building pads were properly moisture conditioned and compacted in accordance with the project plans, specifications, and chapters 18 and 33 of the 1994 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Please call if you have any questions regarding our services described above. Very truly yours, APPLIED TESTING CONSULTANTS ABradForshe Char r� , ,s Vice President Staff Engineer Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 �. APPLIED TESTING CONSULTANTS M=TC MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. client•. Heritage Partners Page: 1 of 2 Address: 426 Broadway Date: 9/2/99 City, State: Chico, CA 95926 Tech: M. Haydon Attn: Tom DiGiovanni Project: Durham Greens Subdivision Sou Description: Brown Clayey Sandy Silt Gauge CALIBRATION DATA: Density Std.. Moisture Std.: Density Xi : Moisture Xi: Compaction Equipment: Req'd % Compaction Curve No. T-1 Max Or/ Density- 116.7 Opt. bfoist. Content: 13.6 90% Test R i est Depth Location. Elev. vNiet Density Kiu Density Ury Density ivioisture Content io Comp. Results 1 10" Lot # 2 FPG 122.0 14.3 107.7 13.2 93% PASS 2 10" Lot # 3 FPG 115.7 12.2 103.6 11.7 89% FAIL 3 8" Lot # 4, Center FPG 108.9 10.4 98.5 10.5 85% FAIL 3R 6" Lot # 4, Northeast Corner FPG 119.6 12.4 107.2 11.6 92% PASS 3RR 9" Lot # 4, Southwest Corner FPG 110.7 - 10.5 100.2 10.5 86% FAIL 3RRR 6" e es o 0 Corner) FPG 115.8 10.2 105.6 9.6 91% PASS 4 10" Lot # 11 FPG 113.1 14.3 98.8 14.5 85% FAIL 4R 6" Retest of 4 (Lot # 11) FPG 108.4 13.8 94.6 14.6 82% FAIL 5 8" Lot # 12 FPG 114.7 12.3 102.4 12.0 88% FAIL 6 8" o esEdge o Southwest Leg FPG 108.1 10:3 97.8 10.5 84% FAIL Arrived at jobsite at 0830 hrs. to perform compaction testing of Lots 1, 2, 3, 4, 11 & 12. Performed 14 nuclear density tests at random locations and probe depths based on our estimate of fill depths as indicated above. Test locations were selected based on the grade stakes at the site. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, the test results varied from 81% to 93% relative compaction based on test method ASTM D1557 (it was later determined that Test #9 was performed outside of the actual building site and should be discounted). Although some of the test results met the 90% relative compaction requirement, the majority of the results did not. A visual investigation of the tested material was performed beneath each test location which revealed 2" to 4" of soil which appeared to have been properly moisture conditioned underlain by a layer of very dry powdery material. Based on these observations along with the test results indicated above, we feel that all lots should be reworked and retested. Departed jobsite at 0930 hrs. Copies to: Reviewed by 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 TC 9= --APPLIED TESTING CONSULTANTS F' MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. Client: Heritage Partners Page: 2 of 2 Address: 426 Broadway Date: 912199 City, state: Chico, CA 95926 Tech: M. Haydon Attn: Tom DiGiovanni Project: Durham Greens Subdivision sail Description: Brown Clayey Sandy Silt Gauge ti CALIBRATION DATA: D rsit: Std.: No.s,.ure Std : _r_ Density xi : 'N1ois:ura :<i : Compaction Equipment: Req'd % Ccnpaction Curve No.: T-1 max Dry Density: 116.7 Opt. Moist. Content: 13.6 90% Test R est�ry Depth Location: Elev. DEns ty ( Dens'y Density o scare Content ro Ccmp. Results 7 9" Lot # 1, Inside Corner of L FPG 117.4! 1t.5 106.9 9.8 92% PASS 8 9" Lot # 1, Southeast Corner FPG i 117.6 11.4 106.3 10.7 92% PASS 9 9" Lot # 1, North Edge FPG 98.71 5.6 89.1 10.8 77% FAIL 10 9" Lot # 1, Northeast Corner FPG i 104.01 1C.''. 93.9 ' 10.7 81% FAIL i f� I i i i I i I i I NEPUR 1. See page 1 of Report Sequence # 1. Fes to: e:^c;:zd by: � 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS. M"Mm"' MATERIALS ENGlNEER/NG TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. Client: Heritage Partners Paye: 1 of 1 Address: 426 Broadway Date: 9/24/99 City, state: Chico, CA 95926 Tech: M. Haydon Attn: Tom DiGiovanni Project: Durham Greens Subdivision Soil Description: Brown Clayey Sandy Silt Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture Xi : Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 116.7 Opt. Moist. Content: 13.6 90% Test # I est Depth Location: Elev. vet Density hOry Density Density Moisture Content io Camp. Results 11 8" Lot # 12, Southwest Corner FPG 1.29.7 19.0 110.7 17.2 95% PASS 12 8" Lot # 12, Northeast Corner FPG 128.9 19.6 109.3 17.9 94% PASS 13 8" Lot # 11, Southwest Corner FPG 129.3 18.6 110.7 16.8 95% PASS 14 8" Lot # 11, Northeast'Corner FPG 126.2 20.3 105.9 19.2 91% PASS 15 8" Lot # 4, Northwest Corner FPG 125.7 19.0 106.7 17.8 .92% PASS 16 8" Lot # 4, Southeast Corner FPG 127.7 18.6 109.1 17.0 94% PASS 1718" Lot # 2, Northeast Corner FPG 122.4 17.3 105.1 16.5 91% PASS 18 8" Lot # 2, Southwest Corner FPG 125.3 18.0 107.3 16.7 92% PASS Arrived at jobsite at 1300 hrs. to perform compaction testing of Lots 2, 4, 11 & 12. Performed 8 nuclear density tests at random locations, as indicated above. All 8 test results indicated at least 90% relative compaction. Departed jobsite at 1345 hrs. Copes to: RBviewed by: r 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 'ATr APPLIED TESTING CONSULTANTS :�e :x^.'�'-.�r.roaeam�;wa. �.. ..y,..� �^:ax.�m;.— :�...Tx;4:. �GN���o�.��Moyw��[.v'�e�e�c�. ,•a :..<.o\,�K..9.�.5a;x:g;�C:�c .�.��,neA ., Nv"�eR�'mvex`C�.gr�^�mt.-;^.-asn�. r.m.�h••••wC: r�rwc.K.�e�..�r� :44TERIALS ENGINEERING TESTING / INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. Client: Heritage Partners Page: 1 of 1 Address: 426 Broadway Date: 9/29/99 City, State: Chico, CA 95926 Tech: M. Haydon Attn: Tom DiGiovanni Project: Durham Greens Subdivision Soil Description: Brown Clayey Sandy Silt Gauge 9 CALIBRATION DATA: Density Std.' Moisture Std : Density Xi : Moisture Xi Compaction Equipment. Req'd % Compaction Curve No : T-1 Marc Dry Density116.7 Opt. Moist. Content 13.6 90% Test 9 i est Depth Location Elul VVeE Density H20 Density ury Denssty Moisture Content Comp. Results 19 8" Lot # 3, Southeast Corner FPG 125.9 15.5 110.4 14.0 95% PASS 20 8" Lot # 3, Northwest Corner FPG 129.3 15.5 113.8 13.6 98% PASS 21 8" Lot or eg, or wes Corner FPG 126.0 18.1 107.9 16.7 93% PASS 22 8" Lot # 1, Southeast Corner FPG 123.7 16.6 107.1 15.5 92% PASS 23 8" 1 Lot # 1, West Leg, Center FPG 121.0 16.3 104.7 15.5 90% PASS C Arrived at jobsite at 0730 hrs. to perform compaction testing of Lots 1 & 3. Performed 5 nuclear density tests at.random locations, as indicated above. All 5 test results indicated at least 90% relative compaction. Departed jobsite at 0815 hrs. Copes to Reve-:,ed by 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 AMTC APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION AI>TM 1557 Moisture/Density Curve Client: Address: City, State Zip: A'Ui: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density,-pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Pftsture loss: °o Moisture Content: 118.0 117.0 116.0 `^ 115.0 i I ? 114.0 i 113.0 112.0 Heritage Partners 426 Broadway Chico, CA. 95926 Tom DiGiovanni Durham Greens Subdivision Brown Clayey Sandy Silt Jobsite NA Sample No: Date: 2 -Sep -99 Tech: B. Carter Sample Weight: 5,000 gram KocK Gorrection' ASTM D4718 Total sample wt: +3/4 rock wt: of +314 rock: Specific Gravity of+3/4: Rock adj. density: � � e 9.0% 10.0% 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% j Moistu•e Content (% of dry weight) I IMax density from curve: - 116.7 Max adjusted density: 116.7 pcf Optimum moisture: This test was performed per ASTM 1557 Revie'Ned by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephcne: (530) 891-6625 • Facsimile: (530) 891-4243 100 --M-0-72-27-72-10- 2U0 300 -- 0 22 :_10 2760 2760 2760 2760 4250 4460 4.450 1 5.0 131.1 1:� . 112.3 116. 113.1 Sample No: Date: 2 -Sep -99 Tech: B. Carter Sample Weight: 5,000 gram KocK Gorrection' ASTM D4718 Total sample wt: +3/4 rock wt: of +314 rock: Specific Gravity of+3/4: Rock adj. density: � � e 9.0% 10.0% 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% j Moistu•e Content (% of dry weight) I IMax density from curve: - 116.7 Max adjusted density: 116.7 pcf Optimum moisture: This test was performed per ASTM 1557 Revie'Ned by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephcne: (530) 891-6625 • Facsimile: (530) 891-4243 mm : :• • : • '.0='. Sample No: Date: 2 -Sep -99 Tech: B. Carter Sample Weight: 5,000 gram KocK Gorrection' ASTM D4718 Total sample wt: +3/4 rock wt: of +314 rock: Specific Gravity of+3/4: Rock adj. density: � � e 9.0% 10.0% 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% j Moistu•e Content (% of dry weight) I IMax density from curve: - 116.7 Max adjusted density: 116.7 pcf Optimum moisture: This test was performed per ASTM 1557 Revie'Ned by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephcne: (530) 891-6625 • Facsimile: (530) 891-4243 -V r.-_...•.-� . _ _ _.�.. tr ../ _ . vv �Y-(' . �.� Y -/ �-. _ �v _ -mow tea— F 040-63-0-011. BAKER, Wil' �' 00-0835-B 9480•Van'Ness Way, Durham (add'1 sq ft/porch) r' X-- -%.. _ *"COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 P� MI NO. (Rev. 12/96) M APPLICATION AND PERMIT l?' ASSESSOR PARCEL NUMBER 040-630-011 ZONING BUILDING PERMIT OWNER WIL BARER TELEPHONE 893-9790 SO. FT. OCC. BUILDING VALUATION 280 COV 2349.00 . OWNERS MAILING ADDRESS 2231 ST. GEORGE LANE, SUITE 80, CHICO CONTRACTORS NAME , \ER OWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 234 .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35.10 BUILDINGADDRESS 9480 VAN NESS WAY, DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ (gyp 11 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CI Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition IX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITIONAL SQUARE FOOTAGE ON COVERED PORCH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800V 0" UES Main Service 20.AORLESS 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. 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. ,P' 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 Main Service TO 46. 00 CCU000A WEE200A so NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & ACC. BLDS. 3.5¢FT. IdO.R6IDT' MULTI.OBRANCH UTLET @7,50 aPOWEN..oPPUUS Ex. Occup. OUTLET OR FIXTURES 20@''50 BAL @ .SO FlXED APPLNS. OR Ex. Occup. DvrLETs REBID. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ' Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) L]' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X / �ta,ll?n _ Date t,i) Signature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 109.10 HAz. D. FEES IMP FLOOD CDF PARCEL I PD I HD ISSUE iL This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. . By . �J X- tt", /C/ Date 4/25/00 PERMIT EXPIRES ON--""' 4/25/01 Date Receipt No. Y'< 0 1 7 101.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - - 7 County Center Drive • Oroville, California 95965 o Telephone (530) 538-754r�%�'� NO. (Rev. 12/96) APPLICATION AND PERMIT ^t`�� ASSESSOR PARCEL NUMBER 040-630-011 ZONING BUILDING PERMIT Yf OWNER WIL BAKER TELEPHONE 893-9790 SO. FT. OCC. BUILDING VALUATI 180 COV 2349.00 . OWNERS MAILING, ADDRESS 2231 ST. GEORGE LANE, SUITE 80, CHICO CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 234 .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35.10 BUILDING ADDRESS 9480 VAN NESS WAY, DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ in in LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [I Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition [I Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITIONAL SQUARE FOOTAGE ON COVERED PORCH Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800V ORS Main Service 20.AORSS LE23.00 LICENSED CONTRACTOR'S DECLARATION 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 fcand effect. / License Class Lic. No. �lp %� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. SMS. 3.5¢FT; NOµReSID. MULTI -OUTLET 97.50 POWER APPARATUS SI & NGLE OUTLET CIR.e Ex. Occup. ouTLETOR FIXTURES 20 Q 1.00 BAL @ .SO Ex. Occup. OFIxLI Ra n oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Je' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. , . �,A X 4?�W,_ Date lob aIgnature 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 $ occ CONST. TYPE TOTAL FEE $ 1 HA2. D. FEES IMP FLOOD CDP pARC0. PD HD IS E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ByA,����Date 4/25/00 PERMIT EXPIRES 4/25/01 Date ReceiptNo. 29410 109.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I 0 �?`CO'i1NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ' PERMIT APPLICATION DATA SHEET r OWNER: A A ASSESSOR PARC ER: I Proposed Building Use: Building Inspector: Date: 4-1.51100 At time of permit application, I dvised the following data must be submitted prior to pe processing and/or issuance: ,/ Date Received By I . All items have been submitted.---------------------------------------- ----------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------- ------------ -------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- ❑6. Energy Design Compliance and supporting documentation. ------------------------- -------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 119. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ❑ 10. Fees of $ 1111. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. 1313 Flood elevation certificate. ---------------- ---------------------------- =------------------------------------------ , Sanitation and plot plan approval Health Department .L ------------------------------------------- ❑ 15. City of Chico plumbing permit.--------------------------------------=-------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -- ❑ 17. Planning approval for (A) Use: (B) Parking: N, r 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. '--------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -------------------------;-- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------- ❑22. Workers' Compensation carrier and policy number. --------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner El) - ------------------ ❑ 24. Letter of signature authorization.------------------------------------------------------------ ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E330. Other: When you issue the permit, process as follows M Mail to owner, ❑ Telephone and hold for pickup at to contractor. (Date) office. ❑ Deliver with inspector. Applicant: Date:. 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 Index permit application for the above items numbered: 2. Additional items required: ❑ Plan Check List 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 Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department 4 Development Services, Building Division. 69UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • -` 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-75n�P�6MIT NO. -2v12/961 APPLICATION AND PERMIT ♦SSESSOR►ARCEL NUMO"p-- 30-- 2ONNe BUILDING PERMIT (0 O I TELEPHONE SO. FT. I OCC. BUILDING VALUATION �M/NER . �,vwLs "NO ADORE13 P w_ _ i C n i - I . t7�4 CL. / _ COMIIACTORt MAiJNO ADORES. PERMIT FEE _ ELECTRICAL PERMIT ;.ONS TAlxTioN LENDER Main Service eoov OR LEss .EPR LEss 23.00 Mein Service Fireplace 46.00 NEW CONST. OR ADONS. LENDETTS MAILING ADORESf Total Valuation = NON•AESIO MULTI -OUTLET ARCHrrECT OR ENDUNEFR LICENSE NO. Fllln Fee $ 20.00 Ex. OCCU Permit Fee $ S ARc+rrEa EPR ENOLNEERs HALING ADOREss 5.00 $ 23.00 Mobile Home Facilities Plan Checking Fee Misc. Wiring BUILDING ADDRESS Energy Plan Checking Fee $ $ u–r PERMIT FEE i LOT NO. S5B6N NIS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF �( Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPEesv Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition IX. Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 Mobile Home I S I G I W 920.00 Describe Work: , PERMIT FEE t MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling U—A 6.50 PERMIT FEE $ Mobile Home Installation Fee = Energy Inspection Fee S occ CONST' TYPE TOTAL FEES YD910 ItAZ 1 D. FEES IMP P=DCOE PARCEL PO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov OR LEss .EPR LEss 23.00 Mein Service 20" TO L000A 46.00 NEW CONST. OR ADONS. DWEILLM Occup. ( • ACC. SLOS. 3.5¢so NON•AESIO MULTI -OUTLET 7.50 ' POWER APPARATUS L SNOLE OvrLXT pR. Ex. OCCU OR FIXTURES V I.� 20 0OUTLET RAL .x Occup. 0APEx. VR O , ,,, EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling U—A 6.50 PERMIT FEE $ Mobile Home Installation Fee = Energy Inspection Fee S occ CONST' TYPE TOTAL FEES YD910 ItAZ 1 D. FEES IMP P=DCOE PARCEL PO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON - . X'.r.•im5`�Sd7:;�i§�.�•+e.:la►3=�pri�"v'x±, ..e � .`Mi F. -c\ i .i + aw"t" �.. .`,�;: '�. , •1: .,t ":w" '�• ,• , 1ia.s£._ i�,,. EP3-• tw,�,.•e'f'..�!'1�; :, a.-,.�i.:}s`r- �<'i.:a .R'k. F R ` ' 040-630-011 00-0407 BAKER, WILL `.} -•9480 VAN NESS WAY, ,DURHAM CONTR; OWNER TEMP SERVICE i a i� r Y 4` 7 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT " d1922 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE 9 3 97 c� Sp, F7, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2 . -e o 4 CWie0 .% CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDING ADDRESS t �t Energy Plan Checking Fee $ ,1011Ar pu^ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE � SF ❑ Duplex ❑ Mobilehome 13O�t� 7P.►,� %1 DLa3 er .Cl n J' --� SPECIFY 1 Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: TTe-I" . "A : AJ A 1,0" > e t l�As A A! 4-1- uta 4 n.✓ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ S ELECTRICAL PERMIT Fling Fee 20.00 F 800V OR LES Main Service 200A OR LESS 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ft)'` I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO tOCS.U00A 46.00 W:D NEW CONST. DWEWNG OCCUP. �.5¢SF�O: OR NNEW S. ( co MLI NON-RESID. ITS@7.50 APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET ORFDRUREs BAL20�''0D .50 Ex. Occup. ..FIXED SRM GR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 4,1• �"� MECHANICAL PERMIT Filing ee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X � r1 A _" Date i — Signature of Applicant - QY10wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSU�� Y This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. (� By II ate 3 ,2 0 0 r PERMIT EXPIRES ON I 8fe Receipt No. ,2 R's-) 7 O I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,*California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER L40—G3 —0(k tl ZONING BUILDING PERMIT OWNER 4 ik TELEPHONE FL93 9 -?9a SO. FT. OCC. BUILDING VALUATION OWNERS MMUNG ADDRESS ,2 car ..t1 4 CWCO CONTRACTOR'S NAME Q TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Ellin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS (,ASe-55 U, Energy Plan Checking Fee $ $ r unr 4.1.1 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑Othe 0t, . ,2 s�clFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00. TYPE OF WORK / New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation C -Other ❑ Describe Work: I -)�" P , 41Y1 XL I A.) 2 1 -o_0C_Y' NG DN IQaLO ei-r.It-p_ &1 L'AA; 54-rLt",<%B.✓ Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S _ e9 ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LESS ) Main Service 200A OR LESS 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. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO lOooA 46.00so W _ NEW CONST. / DWELLING OCCUP. OR ADDNS. \ a ACC. BLDS. SO 3.5¢FT. ONS. mum. NON -RES DT ANCHOIRCUT 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 @'•50 BAL p .w Ex. Occup. DlF1TIXELEDTS PID °R 5.00 Temporary Service 23.00 a Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ < <�� WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling ee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ���,�.�� X �� I "� r .�( Date Signature of Applicant - C Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPETOTAL FEE $ Ll 3, a -a �HAZ- D. FEES IMP I FLOOD I CDF PARCEL Po HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date Z 100 o PERMIT EXPIRES ON P. Receipt No. Q 95-2 L 0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t: .CORDING REQUESTED BY �IID •41t:LLEY TITLE COMPANY , k AND WHEN RECORDED MAIL -To: J 5 "w BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 CHI/C i-1-)033 u' APN 040-180-061-000 F^�/iii 1i /i rd /d Ori /i Recorded Official Records CountyBUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 05 -Jan -2000 REC FEE 10.00 CONFORM .00 Fay Page 1 of 2 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 permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience l or discomfort from normal, necessary farm operations. O! All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date 1-4-00 PROPERTY OWNERS: 0( WIL BARER State of California ) County of BUTTE ) On 1-4-00 beforeme, LUCY A. PERSHALL , A NOTARY PUBLIC personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand an Ici�seaL LUCY A. PERSHALL Gi Signature gel; r Comm. #1092344 NOTARY PUBL.0 CALIFORNIA BUTTE COUNTY -� v My Comm. Expires Mar. 24, 2000 A.P. # 040-180-061-000 A ALTA LOAN POLICY ORDER NO. BU -177033 LP EXHIBIT "A" THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS, AS RESERVED IN DEED RECORDED OCTOBER 27, 1939, IN BOOK 229, PAGE 338, OFFICIAL RECORDS. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 12, 1999, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 99-06295, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II- A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO COMMON AREA, INCLUDING INGRESS AND EGRESS OVER LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. PARCEL III• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO THE COMMON AREA, INCLUDING OPEN SPACE, RECREATIONAL PURPOSES AND DRAINAGE EASEMENTS OVER LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,'STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE _ OROVILLE CA 95965 Ci 1— ` Ic- Recorded Official Records CountyBUTTEOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 08 -Feb -2000 10 10 10 -Z+ r=, 10 JL REC FEE 10.00 CONFORM .00 Vickie Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Counth? 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: SEE ATTACHED LEGAL DESCRIPTION Date: 2-7-00 PROPERTY OWNERS: WILLIAM E. BARER State of California ) County of BUTTE ) On 2-7-00 before me, JANET R. HERBERT, A NOTARY PUBLIC personally appeared WILLIAM E. BARER personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. , _ in�iCT Q uFRRFRT Comm. #1178398 �" g� NOTARY PUBLIC CALIFORNIA Q ()� ♦ BUTTE COUNTY -1 My Comm. Expires Apr. 17, 2002 0 A t1= - d NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. -1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - I st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) ALTA OWNERS POLICY ORDER NO. BU -177033 LP (REGIONAL EXCEPTIONS) EXHIBIT "A" THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS, AS RESERVED IN DEED RECORDED OCTOBER 27, 1939, IN BOOK 229, PAGE 338, OFFICIAL RECORDS. PARCEL II• A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO COMMON AREA, INCLUDING INGRESS AND EGRESS OVER LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. PARCEL III: A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO THE COMMON AREA, INCLUDING OPEN SPACE, RECREATIONAL PURPOSES AND DRAINAGE EASEMENTS OVER LOT B, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM HOUSE PLANNED UNIT DEVELOPMENT - PHASE 2 AND LOT LINE ADJUSTMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 12, 1999, IN BOOK 146 OF MAPS, AT PAGE(S) 66, 67 AND 68. MiTek Industries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-8D0-772-5351 5321 EASTSIDE ROAD REDDING, GA 96001 (916) 244-0700 31NEE?ING POUT CLIENT' �cQ�L ( — LOCATION: I. D. NO.: 'il? (o D DATE: 12-- 2 --Cl fj WTrE U V---W� ARI WARNING: DLJ NOT CUT OR ALTER TRUSSES .��, 'GRASSES REQ U 1 RE EXTREME CARE I N nMmn PRODUM HANDLING, ERECTION AND BRACING KSF=10n P.O. Box 204.'5 SEE HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDATIONS FOR HANDLING, Po►tiand OR 97220 INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES. (50 3) 254.0204 I.C.B.O. Research No. . NER-GA275 a(-anu> MOSS LUMBER Name: baker -2421 Description: Drawn B Address: Jab: r3601 Telephone: Fax: Telephone: Scale: 1 : 64 Date: 11/30/99 CE C C C C C C C C C C BE C1 B P 1 A 1 1 Al Al aFV fee _® ..� a fT) E Drawn B `Job (Truss Truss Type Qt I R3601 !AE HOWE 1 moss lumber, REDDING. CA 96001 15-3-0- 2-0-0 153-0 3x4 11 7nn� 999 MiTek Industries, Inc. Wed Dec 01 08:44:38 1999 Page 1 305-0 - 32-6-0A Scale= 1:66.4 15.3-0 2-0.0 3x4= 3x4 = 3x4 = 30-6-0 Plate Offsets (X,`/): [2:0-24,0-1-81.[7:0-1-12,D-1-01, [8:0-1-13.0-0 4) [20:0-1-13,0-0-41, f2l:0-1-12 0-1-01 [26.0-2-4 0-1 81 LOADING (psf) SPACING 3-0-0 CSI DEFL (in) Ooc) Udell PLATES GRIP TOLL 20.0 Plates Increase 1.15 TC 0.60 Vert(LL)-0.06 31-32 >999 M20 220/195 TCOL To Lumber Increase 1.15 BC 0.49 Vert(rL) -0.11 31-32 >999 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.02 26 n/a BCDL_ 7.0 _ Code UBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 233 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Bir -G TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 DF No. 1&Btr-G'Except* 32-50 2 X 4 DF Stud/Std•G OTHERS 2 X 4 DF Stud/Std-G REACTIONS Ob/size) 2=607/103$, 26=607/6$-8, 34=766/103-8, 35=-99/10-0$, 36=183/10-3-8, 37=120/10-3-8, 38=167/103$, 39=61/10-3-8, 31=1028/6.9-8, 30=297/6-9-8, 29--24216-9-8,28=6116-9-8 Max Horz 2=3600Dad case 1), 34=360(load case 1) Max Uplift35=164Uoad case 2), 30z3050oad case 4) Max Grav 37=122(load case 3), 38=167Uoad case 1), 39=1200oad case 2), 31=1066(load case 4), 29-244(load case 4), 28=106(foad case 2) FORCES Ob) - First Load Case Only TOP CHORD 1-2=81, 2-3=-500, 3 -4=-442,4-5=-444.5-6-444,6-7=-450,7-8=-394.8-9--345,9-10=-503, 110-111=4S3,111-112=4311. 12-13---423.13-14---287,14-l5=-3W, 15-16--399,16-17=-372.17-18---434.18-19---459,19-20=-462,20-21=-463, 21-22=-572, 22-23-3112,23-24=465, 24-25=-440, 25-26=-500, 26-27=81 BOT CHORD 2-39=0, 38-39=0, 37-38-0.36-37=0,36-36--0,34-35-0,33-34=1045. 32-33=1045,3"2--1045,30-31=360,29-30=360 28-29=360,26-28=360 WEBS 13-40=167, 12-41=-92, 11-42=-64, 10-43=-18, 9-34a-330, 735=4, 6-36=-120, 5-37=-108, 4-38--112, 3.39=-86, 15-44=-85, 16.45=-172, 1746=26, 1847=59, 19-48=-103, 21-49=96, 2231=524, 23-30=195, 24-29=-157, 25-28=-82 , 34-43---727,42-43--720,4142-704, 4D41= -681.40-44--723,44-50=-70i, 45-50=-664.45-46=706,46-47-700, 47-48=-714, 48-09=-740, 31-49=-717, 3250=148 NOTES 1) This truss has been checked for unbalanced loading conditions. � y��� 2) All plates are M20 plates unless otherwise indicated. f � L 3) All plates are 1.5x4 M20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, NO. C05F791 UBC -94.+ 6) A plate rating reduction of 20% has been applied for the green lumber members. EX t' 1 7) Provide mechanical connection (by olhem) of truss to bearing plate capable of withstanding 164 Ib uplift at joint 35 and 305 Ib uplift / at joint 30. 8) This truss has been designed with ANSVTPI 1-1995 criteria. I VE �b,e�embey,1999 A. ,S/Un Bh•F'ORE iJS'h.:ROWING p Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an Ind v dual building component to be installed and loaded vertically. Applicabilit/ of design parameters and proper incorporation of ��- component is responsibility of buildtemporary b designer •not truss designer. Bracing shown t for lateral support h individual . web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plata Institute, 583 D' MITsk Industrlss, Inc. Onofrio Drive, 15371' .. ......6/E d.-..-91Z8'0N_...----...._..._.............:- -----.'3NI S3181Sf1(1NI Nal IN Nan : A ARRj ' i 'oan IJob Truss Truss Type R3601 A ROOF TRUSS moss lumber, REDDING, CA 96001 Ory Ply 13 1 4.0-Ni—s 2 STORY Dec I--2-0-0 i 7.7.8 — 15-3-0 ..— i--22-10-8 30-&-0 132.6-0� 2-0-0 7-7-8 7-7.8 7-7-8 7-7-82-0-0 4x4= 7.00 FI—2 4 1.'5x4 11 5X8 = 1.SX4 It- . ............ D/ I I 7-7$ 15-3-0 _ i 1 22-10$ 30-0.0 7-7$ 7-7.8 7-7-8 7-7$ LOADING (psi) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.15 TC 0.51 TCDL 7.0 Lumber Increase 1.15 BC 0.49 BCLL 0.0 Rep Stress Incr YES WB 0,28 BCDL 7.0 Code UBC/ANSI95 LUMBER TOP CHORD 2 X 4 DF No.1d.Btr-G BOT CHORD 2 X 4 DF No.18Btr-G WEBS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 2=114310-3-8.6--1143/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-2=27, 2-3=-1497, 3-4a-1004, 4-5=-1004, 5-6=-1498, 6-7=27 BOT CHORD 2-10=1284.9-10--1282,8-9=1282, 6-8=1284 WEBS 3-10--106,3-9=-483,4-9--604,5-9=-483.5-8--106 DEFL (n) (loc) Won PLATES GRIP Ven(LL) -0.11 8-9 >999 M20 220/195 Vert(rL) -0.21 8-0 >999 Horz(TL) 0.05 6 n/a 1st LC LL Min I/deft = 360 Weight: 142 Ib BRACING TOP CHORD Sheathed or 4-6-5 on corder purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0.0 on center bracing WEBS 1 Row at micipt 3-9.5-9 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This muss has been designed with ANSUTPI 1-1995 criteria. Standard le O R2375226 1999 Pagel Scale = 1:66.4 VjE December 1,1999 Al JAL 9ILIING a _ own, and Is for an indtviduai DE SO incorporation of �,- 1 �AR77M� fy "- support of individual web}$ ;Ibllity of the erector. Additional ®yY VE oral guidance regarding ! jm[Ai- idard, DS5419 Bracing- d Truss Plate Instltute, 583 V IIMITok Industries, Inc. ...........-.o/I tl_...._y[a.VN......_... . 'GNI OMAN NI N311N-.Ad/0:2 _6961 1 oaf Job Truss Truss Type Qty ply BAKER -2421 2 STORY R3601 At ROOF TRUSS I5 1 moss lumber, REDDING, CA 96001 4.0-32 s Aug 9 1999 MiTek Industries, Inc. Wed Dec 01 23-8 4-5-4 15-3.0 0 -2-0-91 2.1-12 11 43-8 8-4-12 12-4-4 1216-0 _ 22-10-8 30-6-0 32-6-0 , 2-0-0 2-1-12 2-M 3-11-8 3-11-8 0-1-122-9-0 4x6 7-7-0 7-7.8 2-0-0 =� 0-1-12 0-1-12 7.00 t 2_ s 5x5 = 1.5x4 11 6.00 12 SxB- 2-3.8 i 43-8 12-6-0 14-6-0 22-10-0 30-6-0 2-3-8 2-0-0 8-2-8 2-0-0 8-4-8 7-7-8 R2375227 1999 Pagel Scale = 1:67.2 Plate Offsets (X,Y): 12:0-1-1,edgel,[4:0-2-8 03-01 f5.0-2-40.0-121 f6'0-2-8,0-3-01,110:0-6-0,0-2-81, [13.0-2-80-2-41 -" LOADING (psi) SPACING 2-0-0 CSI DEFL On) Qoc) Well PLATES GRIP TCLL 20.0 TCDL 7.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.26 11-12 >999 M20 220/195 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.48 11-12 >756 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.09 7 n/a BCDL ^_7.0 Code UBC/ANSI95 1st LC LL bin I/defl = 360 Weight: 156 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 35-12 on center purlin spacing. BOT CHORD 2 X 4 DF No.13Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on canter bracing. WEBS 2 X 4 DF Stud/Sid-G WEBS 1 Row at mfdpt 5-10, 6-10 REACTIONS Ob/size) 2-114310-3-8.7=1143M-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=27, 2-3=-1773, 3.4 =-2588, 45=-1311, 5.6=-977, 6-7=-1498, 7.8=27 BOT CHORD 2-13-1488.12-13=1579,11-12=1542. 10-11=935,9-10=1282,7-9--1284 WEBS 3-13=-675, 3.12 831, 4-12=964, 4-11=559, 5-10=109, 6-10=-499, 6-9=110, 5-11=920 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. Standard . ,,.. ,.. ....,: i:;+:.i :.,•":.`t:'Y.,eF.' 1'!/)F,' 13fil�C);�li USi:. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Appficablllty of desi n rametersan d n egofEssfo ii rn NO, C056,91?1 i EXn cr�`v i� December 1, 1999 ca U' a it g pa proper mcorporahon of > f — „r, component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web 9 s Permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 83 members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additlonal 1 ! o Ven a fabrication, quality control, storage, delivery, erection, and bracing, consutl OST -88 Quality Standard, DSB-89 BracingAnn, Q1�� Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss plate Institute, 5 D' MITek Industries Inc. Onolrio Drive. C / Z d J7 5371 � I l Z 8 � N.-- - _............. ...... _.-. --- U ONI S31MnaNI Nal IW. NrAn:A FFFi • i 'oan _ coo Truss (Truss Type R3601 AP (ROOF TRUSS moss lumber, REDOING, CA 96001 2-0-0 15-3-0 7.00 12 3x4= 13 S Aug 9 1999 IvliTek Industries, Inc. Wed Dec 01 22-10-8 _ 30-6-0 32-6-0 7-741 7-7-8 2-0-0 5x5= R2375229 1999 Pagel Scale= 1:70.8 16-7-12 22-10-8 30-6.0 16-7-12 6-2-12 7.7.5 Plate Offsets (X.Y): I2:0.1-12,0-1-81, [8:0-2-8_0-3-01, (19-.0-2-8,0-3-q, [24,.0-2-8,0-3-01 LOADING (psf) SPACING 3-" CS1 DEFL (n) (lac) Well PLATES GRIP TCU. 20.0 TCDL 7.0 Plates Increase 1.15 Lumber Increase 1.15 TC 0.75 Verl(l) -0.0920-22 >999 M20 220/195 BCLL 0.0 Rep Stress Incr NO BC 0.48 WS 0.30 Vert(TL) -0.1720-22 >998 Harz(TL) 0.01 20 BCDL 7.0 Code ' UBC/ANS195 (Matrix n/a 1st LC LL Min I/defl = 360 Weight: 220 Ib LUMBER 'BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing, Except: WEBS 2 X 6 DF No.1&Btr-G 'Except' 10-0-0 on center bracing: . 19-22 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 12-25,14-24 OTHERS 2 X 4 DF Stud/Std-G REACTIONS db/size) 2=256/16-9-8, 24=243/16-9-8, 23=733/16-9-8, 25--231/1643-8, 34=113/16-943, 33=159/16-943, 32=130/16.9-8, 31=138/16-943, 30=132/16 943, 29=137/16-943, 28=139/16943, 27=134/16.51-8, 26=116/16.9-8, 20=769/0-3.8 Max Horz 2-2000oad case 4), 23-200(load case 4), 29=10oad case 1) Max Uplift2=-13(load case 4), 24-520oad case 2) Max Gfav2-3320oad case 3), 24=2430oad case 1), 23=735(load case 4), 25=2310oad case 1), 34=1510oad case 2), 33=1590oad case 1), 32=1300oad case 3), 31=1380oad case 1), 30=1320oad case 3), 29=1370oad case 1), 28=1390oad case 1), 27-1360oad case 3), 26=122(load case 3), 20=7690oad case 1) FORCES db) - First Load Case Only TOP CHORD 1-2=81, 23=261, 3-4=249, 4-5=249, 5 249, 67=148, 7-8--248, 8-9=251,9.10=250, 10-11=251, 11-12=252, 12-13--185,13-14-148.14-15=270,15-16=276, i6-17=236.17-18=262.18-19--96.19-20=-645,20-21=81 BOT CHORD 234=0, 33-34= 0, 32-33=0, 31-32=0, 30-31-0, 2930=0, 28-29-0, 27-28=0, 2627=0, 25-26=0, 24-25=0, 23-24= 0, 22-23=423, 20-22=426 WEBS 23-35=-849, 35-36=-779, 3637=-757, 37-38= 663, 1938=800, 19-22=185, 12-25=-194, 14-24=-304, 3-34=-127, 4-33=-110, 6-32-108, 6-31--109, 730=104, 8-29--108, 9-28=-111, 10-27=-104,11-26=-94, JS -35---120.16-36---38, 17-37=-161,18-38--232 NOTES 1) This truss has been checked for unbalanced loading oonditions. 2) All plates are M20 plates unless otherwise indicated. 3) All plates are 1.5x4 M20 unless otherwise Indicated. 4) Gable studs spaced at 14-0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with a other live loads sA UBC -94. any per Table No. 166, r ter, r L,t.t.1�>t 6) A plate rating reduction of 2090 has been applied for the green lumber members. MCT. 791 7) Provide mechanical connection (by others) of Truss to bearing plate capable of withstanding 13 Ib uplift at joint 2 and 52 Ib uplift at joint 24. 8) This truss has been designed with ANSUTPI 1-1995 criteria. Standard cc) Jr ri., Ak 4� rrE. CG\.frD j ?mber 1,1999 VA e Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIS -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 0' MITRk Industries, Inc. Onoldo Drive,15371- .6/V 0--160 VN .............. ....... __.-_......_.__..__.'0NI S31N1SnaNI N311W Nd60:2 _8861 - I -aan Job Truss Truss Type R3601 B ROOF TRUSS moss lumber. REDDING rA I..__1__00 . ---i 2.0.0 7-0-0 7-0.0 City Ply BAKER -2421 2 STORY 1 1 4.0.32 s Aug 91999 MiTek Industries, Inc. Wed Dec 4x4= R2375230 14-0-0 16-0-0 Scale= 1:32.8 7-0-0 2-0-0 -- 7-0.0 14-0-0 7-M � .. ,. _—� LOADING (psQ SPACING 2-0-0 CSI. DEFL (in) (loc) Vdef1 TCLL TCDL 20.0 7.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.05 4-6 >999 BCLL 0.0 Lumber Increase 1.15 SC 0.32 Ved(TL) -0.09 4-6 >999 BCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n/a Code UBC/ANSI95 1st LC LL N6n Vdefi = 360 LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G WEBS 2 X 4 OF Slud/Sld-G REACTIONS pb/size) 2--582/0,4,-8.4=582/0-3.8 FORCES Qb) - First Load Case Only TOP CHORD 1-2--27.2-3=-452,3-4---452,4-5--27 BOT CHORD 2-6=387,4-6--387 WEBS 3-6=96 PLATES GRIP M20 2201195 Weight: 53 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Al plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. Standard lkd C05er741 December 1,1999 Design valid for use only with MITek connectors. This design is based only u �L 9 Y pop parameters shown, and is for individual Aj; 1� building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracingshown Is for lateral support h individual web V members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of me overall structure is the responsibility of the building designer. For general guidance regarding _ fabrication, quality control, storage, dellvery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing lll���{ Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' Ii IndU�trl�• Inc D ' - to rne,15371. 6/0'dIZ8_..._._......._...._...__......._...__.__._.._.____.._'ONI S3I81SOaNI N31IN__.WdO1:8 6661 '1 ,cian Job—"' Truss 7russType --..--- Qty Ply BAKER -2421 2 STORY -- R3601 BE ROOF TRUSS 1 1 R2375231 moss lumber, REODING, CA 96001 _ 4.0-32 s Aug 9 1999 M7ek Industries, Inc. Wed Dec 01 0844:39 1999 Page 1 2-0-0 7-0.0 3x4= 14-0-0 7-0-0 16-0.0 Scale = 1:32.8 2-0.0 7-0-0 140-0 7 -n -n LOADING (per SPACING TCLL 20.0 Plates Increase 2-0-0 1.15 CSI L (loc) Udell PLATES GRIP TCOL 7.0 Lumber Increase BCLL 1.15 TC 0.21 BC 0.10 VertnfaOn) Vert(LL) Na - n/a M20 220/195 Vert(fL) 0.0412-13 >714 0.0 Rep Stress lncr BCDL 7.0 Code UBC/ANSI95 YES WB 0.02 �a 1st Vdefl (Matrix) - LC LL - 360 Weight: 73 Ib LUMBER TOP CHORD 2 X 4 DF No.1&8tr-G BRACING BOT CHORD 2 X 4 DF No.1 &I31r-G TOP CHORD Sheathed or 6.0-0 on center purlln spacing. OTHERS 2 X 4 DF Stud/Std-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. IT 0 REACTIONS (lb/size) 2=262/14-0-0, 12=262114-0-0, 18=88/140-0, 19=85/14-0-0, 20=116114-0-0, 21=31/14-0-0, 17=88114-0-0, 16=85/14-0-D, 15=116/1 Max Horz 2=16(load case 1), 12=-16(load case 1) 4-0-0,14=31/14-0-0 Max Grav19=86(ioad case 3), 20=116(load case 1), 21=730oad case 2), 17=88(load case 1), 16=86(load case 4), 15=116(load easel), 14=73(bad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=54, 23=-66, 3-4=30, 4-0=-37, 5-6= 37, 6-7=-34, 7-8=34, 8,9--37, 9-10-37, 10-11=30, 11-12=-06, 12-13=54 BOT CHORD 2-21=0, 20-21=0, 19-20=0, 18-19=0, 17-18=0, 16-17=0. 15-16=0, 1415=0, 12-14=0 WEBS 6-18 7, 5-19=-72, 4-20=79, 3-21=35, 8.1767,9-116=-72,110-15=49,111-114--56 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads per Table No. 16.8, UBC -94. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSVTPI 1-1995 criteria. oiy 0--.-. 16d"uN....., - -.-. - - .. .._-....-------'ONI S3181SHNI N31IN Decem ber 1, 1999 HU I 6661 '1 38a r6R3 — — - Trus s Truss Type ' 01' C1 MONO TRUSS moss lumber, REDDING, CA 96001 1- -2-0A_ 1 _— 4 8-12 9.0-0 Scale= 1:38.2 2-M 4-8-12 4.3-4 1.5X411 �S 9_" 9-0-0 Connect truss to girder With Simpson or equal W S 2-A- hanger. LOADING (psf) SPACING 2.0-0 CSI TCLL 20.0 Plates Increase 1.15 DEFL PLATES GRIP TCDL 7.0 TC 0.20 Lumber Increase 1.15 BC 0.48 8CLL 0.0 Vert(LL) -0.27 S x T 2390 Vert(rL) -0.46 2-5 >229 0 220/195 Rep Stress Ina YES WS 0.10 BCDL 7.0 Code UBC/ANSI95 Ho2(TL) 0.00 5 filial 1st LC LL Min I/defl - 360 Weight: 43 lb LUMBER TOP CHORD 2 X 4 DF No.16Btr-G BRACING ` BOT CHORD 2 X 4 DF No.13Btr-G TOP CHORD Sheathed or 6-0-0 on center puffin spacing, except end verticals. WEBS 2 X 4 DF Stud/Sld-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS Oh/size) 2=412/0-3-8,5--29&0-3-8 FORCES Ob) -First Load Case Only TOP CHORD 1-2=27, 2-3=-220, 3-4=-0, 4.5=•i15 BOT CHORD 2-5=188 WEBS 3-5=223 NOTES 1) All plates are Wo plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 3) A plate rating reduction of 20% has been other live loads per Table No. 16-8, UBC -94. applied for the green lumber members. 4) This truss has been designed with ANSVTPI 1_1995 criteria. Standard � �OQRpFE O NO. C0,567a EXp 6__ I -i31 —Ubc&(n-VeF1,1999 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters andProper Inco 9 P Incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support members only. Additional temporary bracing to insure stability during construction is the responsibility f the erector. Additional Permanent bracing of the overall structure is the responsibility of the building designer. For general guldance regarding labrication, quality control, storage, delivery, erection, and bracing, consun QST 88 Quality Standard, DSB e r Bracing VED RO Specification, and HIB -91 Handling Installing and Bracing Recommendation available from ltuss Plate Institute, 583 D' MITek Industries, Inc. . la I OnoMo Drive, ' d� 53T19 I Z8 � � N_...._. _.... . ---.-- I S3 I MO a N I N31 IN W d Z I: 8 6 6 6 1 ' I' 0 a 0 Job FCT1 uss Truss Type - R3601 ROOF TRUSS moss lumber, REDDING. CA 96001 1-2-0-0 f_ 5 g.:� ;6-0 2-0-0 5-9-0 5-9-0 4x511 17-M 23-0-0 25-0-0 Scale = 1:51.1 5-9-0 5-9-0 2-0-0 7 8 0 15.4-0 - 23-0-0 7-8-0 748-0 7-" Plate Onsets (X,17: [§:0-2-8.0-3-01 — LOADING (psi) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 CSI DEFL (in) (loc) I/defl PLATES GRIP TCDL 7.0. Lumber Increase 1.15 TC 028 BC 0.44 Vert(LL) -0.10 8-9 >999 Vert(TL) 8-9 M20 220/195 BOLL 0.0 Rep Stress Incr YES BCDL WB 0.16 -0.18 >999 Horz(fL) 0.02 6 n/a 7.0 Code UBC/ANSl95 1st LC LL NSn !/deft = 360 Weigh: 104 ID LUMBER TOP CHORD 2 X 4 DF No.1SBtr-G BRACING BOT CHORD 2 X 4 DF No.1 TOP CHORD Sheathed or S-10-10 on center puriin spacing. WEBS 2 X 4 DF Slud/Sid-G Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS Qb/size) 2=8811/0-3-8,6=88&o.3-8 FORCES Qb) - First Load Case Only TOP CHORD 1-2=27, 2-3=-1099, 3-4=-943, 4-5=943, 5-6=-1099, 6-7=27 BOT CHORD 2-9-340, 8-9=634,643--940 WEBS 3-9=-246, 49=365, 4-8=365, 5-8=-246 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with arry other live loads per Table No. 16-B, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. Standard )Q o ,pppFE��t7<� ,re ArL F e=ti ,.. _... December 999 a-_ . ...:...:..: ,.. .... ,•..:;:.:, • : , :':.:?:rii:C?i %GILti'h.'S'tI)EB/:'FOKF. USE "+�'��Cy�� � �$FJ% �^ Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual �6 ���,t ° - building component to be installed and loaded vertically. Applicability of design parameters and proper into component ;s responsibility of building designer - not truss designer. Bracing shown is for lateral support incorporation ual web n o} members only. Additional temporary bracing to Insure stability during construction is the responsibility the erector. Additional i_lp N;. b Permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding d� fabrication quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB-89 Bracing ' ® $ Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Muss Plate Institute, 589 D' 11 f onorrfo Dr;ve, ••_•••--�* •••15371" MITak Industries, Inc. 6/L 'd___.6128'QN._._.__._.._....._........_.._... 'SNI S31N1S(IONI N311W Wdll 8 6661 l 000 5.9-0 11-6-0 17.3-0 23-0-0 25-0-0 Scale = 1:51.1 2-0-0 5-" 5-9-0 � 5-9-0 '--------f--- .. ---i 5-9-0 2-0.0 3x4 = 7-6-0 15-4-0 2.3-0-Q 7-8-0 74W LOADING (psQ DEFL (in) Doc) I/defl SPACING 2.0.0 TCLL 20.0 M20 220/195 Plates Increase 1.15 TCDL 7.0 WS 0.135 Lumber Increase 1.15 BCLL 0.0 1st LC LL Min Ud�a efl - 360 Rep Stress incr YES BCDL 7.0 Code UBC/ANS195 LUMBER TOP CHORD 2 X 4 DF No.18Btr-G BOT CHORD 2 X 4 DF No.18Btr-G OTHERS 2 X 4 OF Stud/Std-G CSI DEFL (in) Doc) I/defl PLATES GRIP TC 0.21 V-i(LL) n/a n/a M20 220/195 BC 0.09 Vert(TL) 0.0418-19 X710 WS 0.135 (Matrix) 1st LC LL Min Ud�a efl - 360 Weight 145 Ib BRACING TOP CHORD Sheathed or 6-0.0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0.0 on center bracing. N f< 96 REACTIONS (Ib/size) 2=2!3/23-0-0, 24=4/23-0-0, 18=263/23-0-0, 28-8623-0-0, 29=91/23-0-0, 30=91/23-0-0, 31=92/23-0-0, 32=87/2&0-0, 33=10323-0-0, 34=75/23-0-0, 27=8623-0-0, 26=91/23-0-0, 25=8723-0-0, 23=90234)-0, 22-8723-0-D, 21=103/23-0-0, 20=7523-0.0 Max Horz 2=17(load case 1), 18=-17(load case 1) Max Grav24=110oad case 2), 18=2630oad case 1), 28=860oad case 1), 29=930oad case 3), 30-91 (load case 1), 31=92(load case 1), 32=87(load case 3), 33=1030oad case 3), 34=1000oad case 2), 27=86(load case 1), 26=930oad case 4), 25=870oad case 1), 23=900oad case 1), 22=870oad case 4), 21=1030oad case 4), 20-1000oad case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54, 23=-70, 3-4=38, 45=37, 5-6=-37, 6-7=37, 7-8=-37, 8-9=38, 9-10=-05, l0-11=-35.11-12=-38,12-13---37, 13-14---37,14-15=,37,15-16=-37,16-17=-38,17-18-70.18-19=54 BOT CHORD 2-34=0, 33-34=0, 32-33=0, 31-32=0, 30-3140, 29-30=0,28-29--0,27-28=0,26-27=0, 25-26-0,24-2S=-0,23-24=0, 22.23=0, 21-22=0, 20-21=0,18-20=0 WEBS 9-28=-66, 8-29=-73, 7-30=72, 6-31=72, 532=72, 433---71,3-34=-82, 11-27=66, 12-26=73, 13-25=72, 14-23=-72, 15-22=-72,16.21=-71,17-20=-82 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise Indicated. 3) All plates are 1.5x4 M20 unless otherwise indicated. Vit, U.._.-...-160 VIv _.._._._.._.... .ONI S31USHNI �311W RZI:8 _6661 ' I '080-_-.-- OCT.26.1998 1:22PM MITEK INDUSTRIES STANDARD GABLE END DETAIL, WIND SPEED 78 MPH. mEAN WALL HEIGHT 15 FT. - - NOTES: TOP • ORoOC. M�r fi OTGo>7� �roK u+ Rw ,t)�.EDDIAGONAL OR .-BRACING LvETC SQ �,�Ep,R..••..U••N••D U REFER TO TABLE 8EL01CN�GBEEEaEFLLASMDSEXSro.QALEEND MUSTUYS+rTHED A X4 ON ONE FACE OR CONTINUOUS 2M 14 OA BTR SCAB MUST BE ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STU05 2X3 TYP.f�z��NALSSpACEOATjro.C. EXCEED 1@' O.C. AND A STUD DOES NOT FALL ANDER EACH NOTCK CONNECTSCAB WITH 11 -POW OF 10D COMMON wnn MAIC THE MAX OVm0OKER LEND 1 W. 12 VARIES TO COM1:Cs TRt Q02=04 CONT. BEARING. 3X8 SPL. OPT. SPAN TO MATCH COMMON TRUSS. TYPICAL 2X4' L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS. 8' O -C, VERTICAL STU❑ J• SECTION A -A. NO. 408 P.1 TRUSSES AT 24' O.C. /2' PLYW000 SHEATHING 0%w �TLOOKERS 7LLTtm 90117=o' (cry T{oo�F' 2x¢ SS 4 LA AS END HALL--\ � `1 s2L� FURRING STRIP OR LATH r1ac-0. meq. A�'k FbK- ,icI seo)Z eA aLa e -go 11205 MINDIUM GRADE OF LUMBER LOADING (PSS) STR. INCR. I 25 X ` T.C. 2X4 No.1 91 OF -L PI -95 Crit, TOP Zg 0 DRAWN BY I JB B.C. 2X4 No.1 91 DF -L g� BOTTOM 0 18 CHECKED I JAT Webs 2X1 STUD/.ST>7��F� SPACINGI 24 Inch O -C, REP. STRESS S YES -�2t�ss U. i �4 `Ze s ssr U ro �a ?`� '>" �`� I�EGtl�S'�1�. TO S'f�i �. O 11 c�1i�C� �11,rz/�'Q2e•�545-fi NC r�QIAj.C� U�l..b ��� �.�G.czrTA�1 F2�S�ST I �d� �oLF (s brrCuG•l,G� �c ar.1r� 1� ^/ I W dcG-G�fl�L-L- lu T'l� L1BG "T:�Tsc�� ZS- � A. i' ��a F�P.co...ecT+e,.l �►tt OCT 26 " NO. C.� .919 EXQ 9 -SL - 'o \7F MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 21-3-22 1"_11f 10 INCH O.C. ' 12�- l2 24 INCH O.C.-5.1 I 8� I_7 s -s-3 NOTE: 9FURNISH COPY OF THIS DRAWD40 TO CONTRACTOR I.VERT. HAD BEEk cHECXGD FOR MEAN WALL HEIGHT Cr- 15 FT, 88 WH WIND LOAD, XND V248 DEFL. CRIT. ING INSTALLATION. �O� BRACING Oui+L TRUSS ONLT, 2,C0"CTION BETWEEN BOTTOM CHORD OF GABLE END PROYIDEO BY PROJECT ENGINEER 9 BRACING SH IS FOaCTI CONSULT BLpG. ARCHITENGINEER FOR OF ROOF Sy! TRUSS AND WALL TO BE TEWORART AND PERMANACING OR ARCHITECT. MINDIUM GRADE OF LUMBER LOADING (PSS) STR. INCR. I 25 X ` T.C. 2X4 No.1 91 OF -L PI -95 Crit, TOP Zg 0 DRAWN BY I JB B.C. 2X4 No.1 91 DF -L g� BOTTOM 0 18 CHECKED I JAT Webs 2X1 STUD/.ST>7��F� SPACINGI 24 Inch O -C, REP. STRESS S YES -�2t�ss U. i �4 `Ze s ssr U ro �a ?`� '>" �`� I�EGtl�S'�1�. TO S'f�i �. O 11 c�1i�C� �11,rz/�'Q2e•�545-fi NC r�QIAj.C� U�l..b ��� �.�G.czrTA�1 F2�S�ST I �d� �oLF (s brrCuG•l,G� �c ar.1r� 1� ^/ I W dcG-G�fl�L-L- lu T'l� L1BG "T:�Tsc�� ZS- � A. i' ��a F�P.co...ecT+e,.l �►tt OCT 26 " NO. C.� .919 EXQ 9 -SL - 'o \7F M!Teke January 15, 1998 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX 19161 631 8225 TELEPHONE (916 631 7811 MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and; grade as the top chord is required for the full panel length carrying the load_ Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincer aQaGFktC .� �Nr' YG Redo .' Chief i erg. Western . CIVIL �P Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property` 1'/� *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.. Apply 1. Provide copies of this truss design to the plates to both sides of. truss and building designer, erection supervisor, property securelys2bl.:_;•:..: J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2 Cutmembers to bear tightly against each C2 C3 other. o WEBS JS Q 3. Place plates on each face of truss at each o; joint and embed fully, Avoid knots and wane *For 4 x 2 orientation, locate U 0 at joint locations. plates 1/8" from outside edge of _ U truss and vertical web. 0 a 0 4. Unless otherwise noted, locate chord splices at'/4 panel length(+ 6" from adjacent joint.) C? BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of _ it J8 J7 J6 lumber sholl not exceed 19 %at time of _ required direction of slots in fabrication. connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility Of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber sholl be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93.85-75.91.28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses o_ re' the•ra.§Ponsibilityof BEARING FT'}', I: others unless s200(001(;a(* Indicates location of joints at bearings occur, 13. Do not overlofrussos;wii which (supports) stacks of con uc'tjon motdrfals. -- TM 14. Do not cut o ojfer.truss mefnber or, -plate without prior! Qprbval of q.professionot ; r f' r engineer. }f maek Industries, Inc. 15. Care should Np exer.Cised In handling.,,,; _ TM - PANEL erection and Atfall6tion of trusses: ,.., © 1993 Mitek Holdings;:Inc'..,e HYDRO•ttl/RO CLIP r. -..'. 'W.•.1. ••.,, A- FORM018,010 GANG-NAILO This safety alert sy:nbcl is used to attract your. Aattentiortd P=RSONA:SAFETY ISINVOLVE:)I Whe.i you see this symbol - BECOME ALEFT - HEED ITS MESSAGE. CAUT'ON: A —_AUTION ,identifies safe operating A practices or indicates unsafe conditions tnat could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES '° It is the responsiblitvof . eros'arer(uu/der.buldiccLccntractor licarsedo�ntrac o: erector orerectior,contracta•)topope-lyreceue. :jnload.store, handle, iostalland' brace metal plate •mnnected woad (risses tc protect line andproperty. The installer must exercise the same high deg`ee of safety awareness as with any other structural material. TPI does not in*ndthese irecommmdations lo be interpreted as -superior to the project Arclitect's,or Esgineees,design specification for hardline, installing and bracing wood trusses for 3 pard:ular roof or floor. Tiese recommencaGons are based upon the cdllective ex-:)eriert-e of Ieacino technical personnel in the wood CALrTIOH: T --w bui'der, building contractor, licensed contactor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recc-mme-ndations for Handling, Installing 8� Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Piate institute. DANGER: A DANGER designates a condition where failure to,follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage k• structures. 1JAWARNING: A WARNING desc•ibes a condition where failure tofollow instm eliorns could result in severe personal injury or dan-age to s-ructures. TRUSS PLATE INSTITLTE 583 D'Onctrio Dr., Suite 200 Madison, Wisconsin 53713, (60E.) 833-5900 truss industry, but mist. due to to nature of resporsibilities inyclved, be ,presented asa guide fcrthe use of a:>Nalified building designer or installer. Thus, the Truss Plate Institute, Inc. expresary disclaims anY responsibility for damages arising from the use, application or reliance on n3! recommendations and information contained herein by buildirc designers, insurers. and others. Copyright 0 by Truss Pate Institute. Inc. All rights reserved. T as document or any part thereof must riot be reproduced in any form withou: written perrdssion of the publisher. Pr.rted in the United State` of America. CAUTION: All temporary bracirtcshould be ntoless than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All busses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installalion. �- �,TRUSS�STOiRi4GE, CA.UTiCN: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. JACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive laterad bending and lessor moisture gain. WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of indtv'dual trusses. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced Do not break bands anti! bundles are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theEAprohibited. DANGER: Walking on trusses which a Fe lying fiat bands. Do not use damaged trusses. is extremely dangerous and should be strictly JA Frame 1 Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle q togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• 1 �' are attached to the topside of the top chord. Or/ess t X45° B M:ONO.TRUSS +t',,'� r+' 1 ► PLUMB i I Truss De 1h Continuous Too Chord Lateral Brace Required 10' or Gr( Attachm4 Requirec AWARNING: Failure to follow ihese recommendations could result in severe personal injury or damage to trusses or buildings. A P i D(in) i i I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12, 1/4" 1 1' 24" TOF CHORD—� 2' 12 Seater B' 3/4" 3' 48' TOP CHORD CIItGONAL'BRACE 617' 1-1/4" 9 / /(e 72" SPAN MINIMUM LATERAL BRACE PITCH SPAGING(LBS) 31-" SPACING (DBS) [# trusses] 7' "1. �� s• 8' 108" 1 2" 9' .':. -9P DF... .SPF HF.; Up to 24' 3/12 8! 17 1 12 Over 24'- 42' 3/12 7' 10 1 6 \ Over 42'- 54' 3/12 6' 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir HF - Hem -Fir -Larch SP - Southern Pine o• SPF - Spruce -Pine -Fir \ All lateral braces . N,t 1 rusatped at (east 2 trusses. Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle q togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• 1 �' are attached to the topside of the top chord. Or/ess t X45° B M:ONO.TRUSS +t',,'� r+' 1 ► PLUMB i I Truss De 1h Continuous Too Chord Lateral Brace Required 10' or Gr( Attachm4 Requirec AWARNING: Failure to follow ihese recommendations could result in severe personal injury or damage to trusses or buildings. A P i D(in) i i I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12, 1/4" 1 1' 24" 1/2" 2' :•6' 3/4" 3' 48' 1" 4' 617' 1-1/4" 5' 72" 1-1/2" 6' 31-" 1-3/4" 7' "1. 2" 8' 108" 1 2" 9' L(in) Length L(in) Lesser of U200 or 2" BOW L(in) Lesser of U200 or 2" YYI200" 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of U200 or 2" BOW L(in) Lesser of U200 or 2" YYI200" 1" 16.7' 250" 1-1/4" 20.8' 300" T1/2' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. u DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed J& I A on unbraced trusses. Frame 6 \ r / "0 �. 0 1. Top chaff -do that are laterally braced eanbLcMe y »4e together and cause collapse Ifthere is -to i®ga ii nal bracsrg. Diagonal bracing should be -tailed + to the urcerside o; the top chord when pu-lir .a are attar ed to the topside of the top choad. DF - Gouglas Fir -Larch SP - Southern Pine HF - hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at feast 2 Required trusses. 10' or Greater / Attachment Required _/ �l WARNING: Failure to-ollowthese recommendations could result ln severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 7' 1 17 1 12 Over 28' 42' 3.0 E' 9 6 Over 42 - 60' 1 3.0 1 5 3 Over 60` 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir S jF - Spruce -Pine -9r Continuors Top Chord Top �ey Zk Lateral Brace yy <1 All lateral braces Required nal bracing. Diagonal bracing should be nailed lapped at least 2 to tra underside of the top chord when purlins _ trusses. 10' or Greater Attachmert� Required \ or, fess =45° Frame 3 7 POO � Top �ey Zk chords that are laterally braced eanbuckle yy <1 togellherandcause col lapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed art, to tra underside of the top chord when purlins are rlached to the topside of the top chord. 12 -� 4 or greater DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as `op chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and a: 20' Intervals. DF- 3ouglas Fir -Larch SP - Southern Pine HF - em -Fir SPF - Spruce -Pine -Fir ei L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral 9`Z o< braces lapped at least two i trusses. =450 ZZ End diagonalsra e`essential_1oi stability and must be duplicavetFon both ends of the truss syste-n. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. rbp cPioresthatam laterally braced can buckle Eogetherard cause collapse Hlhere isno diago- nal bracing. Diagonal bracing should be nailed -a the underside of the top chord when purlins are attached to the topside of the top chord. Y All lateral / braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =450 Frame 30" or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required — 3'/2" Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD TOPCHORD DIAGONALBRACE,;; ' MINIMUM LATERAL BRACE SPACING; (DBS). SPAN ' D.EPTht SPgCING(LBs) #trusses SP/DF SPF/HF:; Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' '60' 48" 5' 4 2 Over 60' See a registered professional engineer DF- 3ouglas Fir -Larch SP - Southern Pine HF - em -Fir SPF - Spruce -Pine -Fir ei L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral 9`Z o< braces lapped at least two i trusses. =450 ZZ End diagonalsra e`essential_1oi stability and must be duplicavetFon both ends of the truss syste-n. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. rbp cPioresthatam laterally braced can buckle Eogetherard cause collapse Hlhere isno diago- nal bracing. Diagonal bracing should be nailed -a the underside of the top chord when purlins are attached to the topside of the top chord. Y All lateral / braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. =450 Frame 30" or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required — 3'/2" Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. lAWARNI .4G: Do not attach cables, chains, or hooks to the web members. 7 60° � or less Tag / Approximately Approoxi ly� Tag Line 1/2 truss length % truss length Line Truss spans less than 30'. Spreader Bar Toe In Approximately 1/3 to ?h tress length Less than or equal; to 60' Spreader Bar 1AWARNING: Do not'ift single trusses with spans greater than 30' by the peak. Lifting devices should be connected t< the truss top chord with a closed-lool attachment utilizing materials such as slings, chains, cables, nylon strapping Toe In etc. of sufficient strength to carry tht weight of the truss. Each truss should N �-� set in proper position per the building designer's framing plan and held witl the lifting device until the ends of IN truss are securely fastened and tempo rary bracing is installed. Tag Line Toe In��_ —Toe In i f � Approximately Y. to Y3 truss len th Less than or equal to 60' Tag Line Tag Line Strongbac ki At or above mid -height Tag Line i 10 Approxim3tely i 1/3 to 3/4 truss length / I Greater than 60' Typical horizontal tie member with muhiple allkes (HT) Frame 2 as of bracsv of truaaee CAUTION: Temporary bracing shown in this summary sheet is adequate fcr the Installation of trusses wi`.h similar configurations. Consult a registered professional engineer if a diferent bracing arrangement is desired. The engineer may design bracing ii accordance with. TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with muhiple allkes (HT) Frame 2 as of bracsv of truaaee CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Plroject Title: BAKER 2411e (BASE CASE) Run: 152 31 -Dec -93 Project Address: 9480 VAN NESS WAY BAKER 2411e (BASE CASE) Type: DURHAM; CA. 95938 Family'Detached Building Title: BAKER 2411e (BASE CASE) Building Permit ## Document Author: BOB METZGER O.D.S. l ? - A 7(0 9 Telephone: 530-342-9688 or 865-9688 P1eck / Date Average T _ _ _10- . - Compliance Method: CALRES2 1.34.03 `` Fie d Check / Date Climate Zone: ------------------------=------------------------------------------------------- -------------------------------------------------------------------------------- 11 Number of GENERAL INFORMATION Conditioned Floor Area: 24Tr ft2 . Average Ceiling Height: 10'2" ft -in Building Type: SFD Single Family'Detached Building Front Orientation: 90 deg (East) Glazing Area, % of Floor Area: 20.9% Average Fenestration U-Value:0.52 Average Fenestration SHGC: 0.73 Number of Stories: 2 Number of Dwelling Units: 1.00 ' Floor Construction Type: Raised floor BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type --------------- R -value ------=--------- R -value R -value -------- U -value -------- -------- Location/Comments ----------------------- Door 0 -- 3.03 0.330 Unconditioned Wall 13 5 17.10 0.058 Outside Wall 13 5` 17.10 0.058 Outside Wall 13 `5 17.10 0.058 Outside Wall 13 5 17.10 0.058 Outside Wall 13 5 17.10 0.058 Outside Wall 15 0 12.35 0.081 Unconditioned Wall 15 0 12.35 0.081 Attic Wall 13 5 17.10 0.058 Outside Floor 19 0 27.03 0.037 Crawlspace Floor 19 0 27.03 0.037 Unconditioned Ceiling' 38 0 41.67 0.024 Attic FLOOR TYPES AND AREAS Construction ------------------- Type Area ------------ (ft2) -------------- Conditioned? Exterior ------------------------- Conditions/Descripti Non-Slab 1239 Yes Crawlspace Non -Slab 19 Yes Unconditioned 3ILDlNG DEPARTMEN r r� CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- BAKER 241le (BASE CASE) Run: 152 31 -Dec -93 FENESTRATION THERMAL MASS Area, Type Exposed? (ft2) ----------------- None'-', -------None-•'• r HVAC SYSTEMS Thick (in) Location/Comments ----- ----------------------------- ---------- Type Efficiency -------------------------- ---------- Furnace 0.80 AFUE Air cond. _- central split 10.00 SEER Duct Location and R -value ------------- Crawl Crawl WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name. Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ 50GALW/H Standard 50GALW/H Storage gas 1 0.62 50 WATER HEATING SYSTEMS MISC System Name ------------ 50GALW/H Solar savings fraction ------------- WATER HEATER/BOILER DETAILS Solar system Wood stove type boiler? ---------- No ` Water Recovery Heater Name Efficiency AFUE --------------------=- ---- 50GALW/H 76% -- Rated Input (kBtuh) 40.00 Wood stove boiler pump? ------------- No Pilot Standby Tank Light Loss R -value (Btuh) ?;LZi'i' G DEPARTMEN Aii A r OV Area U- Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading "and Fins ----------------- ----- ----- ----- -------==- =--------- -------- Window East 145.5 0.520 .2 Standard BugScrn 'Overhang Window East 23.0 0.520 2 ' " Standard BugScrn Overhang Window East- 6.2.0.500 2 Standard BugScrn Overhang Window South 37.0 0.500 2 Standard BugScrn Overhang Window South 107.0 0.520 2 Standard BugScrn Overhang Window West 58.0 0.520 2 Standard BugScrn Overhang Window North 105.0 0.520 2 Standard BugScrn Overhang Window North 22.0 0.500 2 Standard BugScrn Overhang THERMAL MASS Area, Type Exposed? (ft2) ----------------- None'-', -------None-•'• r HVAC SYSTEMS Thick (in) Location/Comments ----- ----------------------------- ---------- Type Efficiency -------------------------- ---------- Furnace 0.80 AFUE Air cond. _- central split 10.00 SEER Duct Location and R -value ------------- Crawl Crawl WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name. Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ 50GALW/H Standard 50GALW/H Storage gas 1 0.62 50 WATER HEATING SYSTEMS MISC System Name ------------ 50GALW/H Solar savings fraction ------------- WATER HEATER/BOILER DETAILS Solar system Wood stove type boiler? ---------- No ` Water Recovery Heater Name Efficiency AFUE --------------------=- ---- 50GALW/H 76% -- Rated Input (kBtuh) 40.00 Wood stove boiler pump? ------------- No Pilot Standby Tank Light Loss R -value (Btuh) ?;LZi'i' G DEPARTMEN Aii A r OV CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- BAKER 2411e (BASE CASE) Run: 152 31 -Dec -93 HYDRONIC DISTRIBUTION AND IrERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -=------ --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. -2. Heating duct register location: Floor: 3. -Cooling duct register location: Floor. ---------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, Remarks, and Notes section. (T All [S CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: BAKER 241le (BASE CASE) Run: 152 31 -Dec -93 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- DESIGNER OR OWNER ' WIL BAKER 2231 St. GEORGE LN. STE. 80 CHICO, CA. 95926 893-9790 Certification ##: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR BOB METZGER O.D:S. BOB METZGER O.D.S. 2231 St. GEORGE LN. #70 CHICO, CA. 95926 530-342-9688 or 865-9688 O Sign6d - Date JUffE COUNI I APPROVED COMPUTER METHOD SUMMARY Area` Page 1 C -2R -------------------------------------------------------------------------------- Project Title: BAKER 241le (BASE CASE) Run: 152 31 -Dec -93 Project Address: 9480 VAN NESS WAY (ft2) BAKER 241le (BASE CASE) Rval ----- DURHAM, CA. 95938 - Gns --- Type ------------ Building Title: BAKER 241le (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.34.03 270 Field Check No / Date Climate Zone: -------------------------------------------------------------------------------- it 465..2 0.058 18 17 ENERGY USE SUMMARY (kBtu/ft2-yr) Yes W19.EQ4 Outside Energy Use Standard Design Proposed Design --------------- --------------- --------------- 48.9 0.058 Space Heating 18.51 15.67 90 Yes Space Cooling 14.39 18.01 663.0 0.058 Water Heating 11.64 9.92 90 Yes W19.EQ4 -------- -------- Wall Complies 0.058 Total 44.55 43.59 Yes Yes GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) --------------------------- HOUSE - 2411 24512 OPAQUE SURFACES 2411 ft2 1012" ft -in SFD Single Family Detached 90 deg (East) 20.9% 0.52 0.74 1.00 2 Raised floor 1 24512 ft3 1258 ft2'* 1258 ft2 ' Vent Thermostat Height Type Type (ft) ------------- ------------ ------ Conditioned CEC Standard 810" 11 Surface Area` U- Insl Total Tru Slr Construction Type ---------- ------ (ft2) value ----- Rval ---- Rval ----- Azm ------- Tlt Gns --- Type ------------ Location/Comments Zone = HOUSE -------------------- Door 17.8 0.330 0 3 270 90 No 28x68 -Wood Unconditioned Wall 465..2 0.058 18 17 90 90 Yes W19.EQ4 Outside Wall 48.9 0.058 18 17 135 90 Yes W19.EQ4 Outside Wall 663.0 0.058 18 17 180 90 Yes W19.EQ4 Out's I dL ,-cJ l Wall 48.0 0.058 18 17 225 90 Yes W19.EQ4 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: BAKER 241le (BASE CASE) Run: 152 31 -Dec -93 OPAQUE SURFACES continued ' Surface Area U- Insl Total Tru OPER/std Slr Construction Type (ft2) value Rval Rval Azm T1t'Gns 90 Type Wall 232.0 0.058 18 17 270 90 Yes W19.EQ4 Wall 237.2 0.081 15 12 270 90 No W15.2x4.16 Wall 104.0 0.081 15 12 270 90 Yes W15.2x4.16 Wall 760.0 0.058 -18 17 0 90 Yes'W19.EQ4 Slider Floor 1239.0 0.037 19 27 -- 180 No FC19.2x8.16 Floor 19.0 0.037.19 90 27 -- 180 No FC19.2x8.16 Ceiling 1250.0 0.024 38 42 -- 0 Yes R38.2x4.24 PERIMETER LOSSES Perimeter Length Type r (ft) None FENESTRATION SURFACES Fenestration Name Zone = HOUSE F11 F12 F13 F14 F15FRTDR F16 F21 F22 F23 F31 FL11 FL22 Lll -' L21 L22 L23 L24 L41 L51 L52 L53 BL11 BL21 Bll B21 B22A F2 Insul Factor R-val Location/Comments Outside Unconditioned Attic Outside Crawlspace Unconditioned Attic Insul Depth (in) Location/Comments Area Tru Open Frame Type (ft2) Azm Tlt Type Type Glazing Charactr Name ------------ Comments ---------------- Wind •18.0 90 90 Slider Vinyl OPER/std Wind 118.0 90 90 Slider Vinyl OPER/std 'Wind •18.0 90 90 Slider Vinyl OPER/std Wind .11.5 90 90 Fixed Vinyl OPER/std Wind •23.0 90 90 Hinged WdDr/Div OPER/std Wind 6.2 90 90 Fixed Vinyl FIXEDstd Wind •15.0 90 90 Slider Vinyl' OPER/std Wind •15.0 90 90 Slider Vinyl OPER/std Wind .15.0 90 90 Slider Vinyl OPER/std Wind •10.0 90 90 Slider Vinyl OPER/std Wind '12.5 135 90 Slider Vinyl OPER/std Wind •12.5 135 90 Slider Vinyl OPER/std -Wind •12.0 180 90 Slider Vinyl FIXEDstd Wind •10.0 180 90 Slider Vinyl OPER/std ` Wind .15.0 180 90 Slider Vinyl OPER/std Wind 15.0 180 90 Fixed Vinyl' FIXEDstd Wind •12.0 180 90 Slider Vinyl OPER/std Wihd -10.0 180 90 Fixed Vinyl FIXEDstd Wind 10.0 180 90 Slider Vinyl OPER/std Wind •15.0 180 90 Slider Vinyl OPER/std Wind •20.0 180 90 Slider Vinyl OPER/std Wind •12.5 225 90 Slider Vinyl OPER/std Wind •12.5 225 90 Slider Vinyl OPER/std Wind 012.0 270 90 Slider Vinyl OPER/std Wind •40.0 270 90 Slider Vinyl OPER/stdk, Wind - 6.0 270 90 Slider Vinyl OPER/std :' .4 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: BAKER 241le (BASE CASE) Run: 152 31 -Dec -93 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FENESTRATION SURFACES continued X OVERHANGS Fenestration Name Height Width Fll 6'0" Above 310" F12 610" Glazing F13 Fenestration ------ . 21011 Area Tru 718"- Open Frame Charactr 7'8" Name -'Type (ft2) Azm Tlt Type Type Name Comments R11 Wind •20.0 0 "90 Slider Vinyl OPER/std 310" R12 Wind -6.0 -'0 90 Slider Vinyl OPER/std FL22 R13 Wind •25.0 0 90 Slider Vinyl OPER/std 410" R21 Wind 4'12.0 0 90 Slider Vinyl FIXEDstd 0" R31 Wind -20.0 0 90 Slider Vinyl OPER/std 210" R32 Wind •16.0 0 90 Slider Vinyl OPER/std L53 R33 Wind -6.0 0 90 Slider Vinyl OPER/std 510" R34 Wind -12.0 0 90 Slider Vinyl OPER/std 11'0" R41 Wind •10.0 0 90 Fixed Vinyl FIXEDstd 11411 GLAZING CHARACTERISTICS 391011 21011 ,1 3101138,3'0" Glazing 1'0 1'4" 1110" 416" 310" Interior SHGC SHGC Charactr' Glazing # of U- Shade Type Int Exterior Ext Name ------------ Type --------- Panes ----- value SHGC See notes Shade ----- ---------------- ------ Shade Type Shade ---------- OPER/std Clear 2 0.520 0.765 Standard 0.680 ------ BugScrn 0.757 FIXEDstd Clear 2 0.500 0.765 Standard 0.680 BugScrn 0.757 X OVERHANGS Fenestration Name Height Width Fll 6'0" Above 310" F12 610" 3'0" F13 6'0" ------ . 21011 310" F14 718"- --------- - 201011 1'6" F15FRTDR 7'8" 211011 310" F16 113" 114" 510" F21 51 0" 310" F22 51 0" 310" F23 58 0" 310" F 3 1 41011. 1210" 21611 FL11 51011- .11411 216" FL22 51 0" 216" Lll 610" 21011 210" L21 410" 111811 216" L22 6'0" -A1- 3-41- 216" L23 51 0" 310" L24 410" 310" L41 510" 81 210" L51 4'0" 5'0" 2'6" L52 5'0" 3210" 310" L53 510" 11'10" 410" BL11 5'0" 2'6" BL21 510" 210" 216" Above Left Right Depth Glazing --------- Extension Extension ------ . 21011 19411 --------- 241011 --------- - 201011 210" 114" 211011 ' 2310" 210" 114" 19'0" 2510" 210" 114" 15'0" 30'6" 210" 114" 1210" 3210" 2'0" 4" 1210" 30'0" 21011 .11411 91411 51811 '0" 21011 11411 61411 81811 21011 11411 31411 111811 1 1 411 - 2'411 'A11 -A1- 3-41- 281211 31011 311411 31411 161211 31011 411 314" 1612" 81 0" 214" 1110" 5'0" 210" 11'10" 3210" 10'6" 210" 11'10" 2310" 1916" 210" 11'10" 1710" 25'0" 210" 11'10" 6'0" 361011 2110" - 114" 11'0" 110" 210" 114" 310" 3916" 21011 11411 31011 391011 21011 ,1 3101138,3'0" 1'0 1'4" 1110" 416" 310" 411 111011 1 41`61 � ' '.7�� r. !YI t' COMPUTER METHOD SUMMARY Page 4 C -2R Pfoject Title: BAKER 241le (BASE CASE) Run: 152 31 -Dec -93 OVERHANGS continued Fenestration -------------------------- Above Left Right Name Height•Width Depth -Glazing Extension Extension B11 - _ 4,1011 31011 . • • 41611- 314" 289611 11611 B21' 618" 610" 2110" 114" 2516" 410" B22A 310" 210" 216" 411" 516" 1116" R11 410" 5'0" 2110" 1'4" 3316" 416" R12 210" 310" 2110" 114" 24'6" 15'6" R13 510" 510" 2110" 114" 1616" 2116" R21 6'0" 210" 2'10" 114" 316" 37'6" R31 410" 510" 8'0" 214" 3810" 016" R32 410" 4'0" 890" 214" 2910" 1010" R33 210" 310" 810" 214" 2310" 1710" R34 410" 310" 810" 214" 1010" 3010" R41 '5'0" 210" 210" 114" 91 0" 3210" FINS Left Fin Right Fin Fenestration 1,Exten Dist IExten Dist ---------=-----=---------- Fin -Fin above to I Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing =----------- ----=- ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- - Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- -------------------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name ------------- Zone ------------Zone = HOUSE GasFurn.80 ACsplit10 Winter Summer Targetted Fraction Fraction -Thermal Mass Comments -------- ------------------ -------------------------------- Duct Location System Type Efficiency and R -value --------- ---------------- ---------- ------------- a Furnacq 0.80 AFUE Crawl Air cogd. -- central split 10.00 SEER Crawl • OY! "�� rI lw • j�j j �ir� SV' . COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: BAKER 241le (BASE CASE) Run: 152 31 -Dec -93 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ----=- ------ 50GALW/H Standard '50GALW/H Storage gas _ 1 0.62 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name , fraction type boiler? boiler pump? 50GALW/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby' Tank Light Heater Name �Efficiency.°AFUE (kBtuh) Loss R -value (Btuh) 50GALW/H 76% - 40.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ----------------------- ---------- ------- None SPECIALFEATURES, REMARKS, AND NOTES 1.' Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Floor. 3.. Cooling duct register location: Floor. ' -------------------------------------------------------------------------------- 1 .� P+00 —001 — 002- documentation. 0v 8.4.9 Bay Windows documentation. The temporary label must remain on the product until the field inspector has inspected it. See Chapter 1 for a complete discussion of Installation Certificate (CF -6R form) and the responsibility for completing this form as required by §10-103 (Administrative Regulations) Bay windows may either have a unit NFRC rating (i.e. the rating covers both the window and all opaque areas of the bay window), an NFRC rating for the window only, or no NRFC rating. Non -rated bay windows may or may not have factory -installed insulation. For bay windows that come with an NFRC rating for the entire unit determine compliance based on the rough opening area of the entire unit, applying the NFRC U -factor and SHGC. If the unit U -factor and SHGC do not meet the Package requirements, the project must show compliance using the Performance approach. Bay windows that do not come with a rating for the entire unit (where there are multiple windows to make up the bay), and come with factory installed, or field installed, insulation must comply accounting for the performance characteristics of each component separately. Opaque portions must meet the Mandatory Measures minimum insulation requirements (i.e. R-19 ceiling, R-13 walls, R-13 floor). For prescriptive compliance, the opaque portion must either meet the minimum insulation requirements of the Packages for the applicable climate zone or be included in a weighted average U -factor calculation of an overall opaque assembly that does meet the Package requirements. For the windows, the U -factor and SHGC values may be determined either from an NFRC rating, or by using default values. If the window U -factor and SHGC meet the Package requirements, the bay window complies prescriptively (if overall building fenestration area meets prescriptive compliance requirements). Bay window fenestration area is based on each individual window in the bay window. If the bay window does not meet Package requirements, the project must show compliance under the Performance approach. Bay window fenestration area and orientation in the performance approach is based on each individual window in the bay window. 8.5 Wood Space Heating WOOD HEATER is an enclosed wood burning appliance used for space heating and/or It domestic water heating, and which meets the definition in Federal Register, Volume 52, §101(b)) Number 32, February 18, 1987. It Neither a penalty nor a credit is offered for qualifying wood space heating systems. For compliance with the prescriptive method, you can assume that the heating system has the same performance as Package D, e.g. a gas furnace with an AFUE of 78%, with sealed R-4.2 ducts in the attic. The other measures in the prescriptive package have to be met. For compliance with the performance method, the methodology is described in Chapter 5 (see Table 5-4). Residential Manual An exceptional method establishes guidelines for use of wood heaters with the Standards. The following eligibility criteria apply. A. The building department having jurisdiction must determine that natural gas is not available; Note: Liquefied petroleum gas, or propane, is not considered natural gas. August 2001 8-13 The Energy Commission's exceptional method for wood heaters with any type of backup heating is available in areas where natural gas is not available. If the required eligibility criteria are met, a building with one or more wood heaters may be shown to comply with the Standards using one of the following methods: Note: Duct efficiency credits may not be taken, as the combined wood heatertbackup- heating system is assumed to be equivalent to a 78% AFUE central furnace with R-4.2 ducts in the attic. Prescriptive The building envelope conservation measures of any one of the Alternative Component Approach Packages must be installed, and the overall heating system efficiency for the wood heater and its backup -heating system may be assumed to be equivalent to that required by the package. Performance A computer method may be used for compliance when a home has wood space heat. Approach There is no credit, however. Both the proposed design and the budget building are modeled with the same system, e.g. with the overall heating system efficiency is assumed to be equivalent to a 78% AFUE central furnace with R4.2 ducts in the attic and diagnostic testing of the ducts. Note: If all of the criteria for the wood heat exceptional method is not met, the backup - heating system must be included in the compliance calculations as the primary heat source. Wood Water Heating Example 8-4 — Pellet Stoves Example 8-5 — Wall Installed Wood Stove Credit is also available for the use of wood heat with water heating systems. See Wood Stove Boilers in Section 6.6. Question Are pellet stoves treated the same as wood stoves for the purposes of Standards compliance? Answer Yes. Question If a wood stove is installed in a wall, does it have to meet the fireplace requirements of Standards §150(e)? Answer No. A wood stove that meets EPA certification requirements does not have to meet any requirements applicable to fireplaces. 8.6 Controlled Ventilation Crawl Space (CVC) The Energy Commission has approved an exceptional method for analyzing the energy impact of buildings with raised floors, which use foundation wall insulation and have automatically controlled crawl -space vents. The method is available as an option using an approved computer method with unique modeling criteria explained in Section 5.4.12. The following steps must be taken, and the approach must be approved by the local building department, for the raised -floor building to show compliance with the Standards under this exceptional method: Drainage Residential Manual August 2001 8-15 B. The local or regional air quality authority must determine that their authorization of this exceptional method is consistent with state and regional ambient air-quality requirements pursuant to Sections 39000 to 42708 of the California Health and Safety Code; C. The wood heater must be installed in a manner which meets the requirements of all applicable health and safety codes, including, but not limited to, the requirements for maintaining indoor air quality of the Uniform Mechanical Code, in particular those homes where vapor barriers are installed (see Chapter 2); D. The wood heater must meet the EPA definition of a wood heater as defined in the Federal Register, Vol. 52, No. 32, February 18, 1987 (see below); E. The performance of the wood heater must be certified by a nationally recognized agency and approved by the building department having jurisdiction; to meet the performance standards of the EPA; F. The rated output of the wood heater must be at least sixty percent (60%) of the design heating load, using calculation methods and design conditions as specified in §150(h) of the Standards (see Chapter 2); G. At the discretion of the local enforcement agency, a backup heating system may be required to be installed and be designed to provide all or part of the design heating load, using calculation methods and design conditions as specified in §150(h) of the Standards; H. The wood heater must be located such that transfer of heat from the wood heater is effectively distributed throughout the entire residential unit or must be used in conjunction with a mechanical means of providing heat distribution throughout the dwelling. Habitable rooms separated from the wood heater by one free opening of less than 15 square feet or two or more doors must be provided with a positive heat distribution system, such as a thermostatically controlled fan system. Habitable rooms do not include closets or bathrooms. Wood heaters on a lower level are considered to heat rooms on the next level up, provided, they are not separated by two or more doors. I. The wood heater must be installed according to manufacturer and local enforcement agency specifications and must include instructions for homeowners that describe safe operation; J. The local enforcement agency may require documentation that demonstrates that a particular wood heater meets any and all of these requirements. Equipment Criteria The federal register includes minimum criteria for wood heaters, established by the Federal Environmental Protection Agency. This criteria defines a wood heater as: ... an enclosed, wood burning appliance used for space heating, domestic water heating, or indoor cooking that meets all of the following criteria: 1. An air -to -fuel ratio averaging less than 35 to 1, 2. Firebox volume less than 20 cubic feet, 3. Minimum burn rate less than 5 kilogram/hour (11.0 lbs/hr), and 4. Maximum weight of less than 800 kilograms (1762 lbs). The federal rules explicitly exclude furnaces, boilers and open fireplaces, but include wood -heater inserts. 8-14 August 2001 Residential Manual Table 5-4 — Proposed Design System Standard Design System Heating System Gas or other fossil fuel furnace with air distribution Gas furnace Standard Design Map ducts 78% AFUE Hydronic systems of any type of distribution, including R-4.2 sealed ducts located in attic (Note 2) radiant panels, baseboards or fan coils Wood heating system (Note 1) Gas wall furnaces, floor furnaces, room heaters Gas furnace Other non -ducted, non -central gas fired heating AFUE depends on unit size and type (See Table G-1) systems No air distribution ducts Other gas heating appliances Split system central heat pump with air distribution Split system heat pump ducts HSPF = 6.8 Split system central heat pump with no air distribution R-4.2 sealed ducts located in attic (Note 2) ducts Electric baseboard heating system (Note 3) Room electric heat pump Packaged heat pump HSPF = 6.6 No air distribution ducts Packaged heat pump with air distribution ducts Packaged heat pump HSPF = 6.6 R-4.2 sealed ducts located in attic (Note 2) Notes 1. The proposed design for houses with wood heating systems is modeled the same as the standard design so there is no credit or penalty related to wood heat. If the software does not have a choice for wood heat, then the compliance author must specify a gas furnace with an AFUE of 78% and sealed R-4.2 ducts in the attic. 2. Sealed ducts means that they are diagnostically tested to have a leakage less than or equal to 6% of fan flow. 3. For electric baseboard heating, an HSPF of 3.41 or ACOP of 1.00 is input; for electric radiant panels, an HSPF of 3.55 or ACOP of 1.04 is entered. 4. For central air-conditioning heat pumps that are rated with a COP, assume the actual duct conditions and calculate the HSPF as 3.2 x COP - 2.4. If the proposed design heating system does not have ducts, then there is no need to diagnostically test the ducts. When no equipment has been specified at the time of the compliance run, minimum efficiencies are recommended to ensure that any equipment of minimum or higher efficiency may later be installed. For equipment that is not certified, such as radiant heaters, the efficiency value modeled must be based on either manufacturers data or an approved calculation method. If a house has multiple HVAC systems, but does not meet zonal control criteria, for compliance purposes, model one zone using a weighted average efficiency (based on floor area served by each system). It is not always necessary to model supplemental heat. For example, if a bathroom has a supply duct from the main space conditioning system (typically gas-fired), you can ignore the electric space heating. If the room, however, does not have a supply vent from the main system, the supplemental electric resistance is the heat source for the space. In this latter case you must model two systems --the main system for the house and the electric system for the bathroom. Cooling System The cooling system for the standard design depends on the type of system specified for Type H3 the proposed design. The difference between the proposed design system and the standard design system is an important factor in compliance. Table 5-5 shows the mapping between the proposed design cooling system and the standard design cooling system. 5-18 August 2001 Residential Manual Table 7-5 — New A water heater with the following characteristics may be installed in an addition to a building with a natural gas connection, without credit/penalty in compliance calculations: Water Heaters Permitted in Fuel/Type Capacity Efficiency Distribution Additions — Gas/Storage 50 gallon > 0.525 EF Standard Addition Alone Gas/Storage 75 gallon > 0.52 EF PI Compliance Gas/Storage 75 gallon > 0.52 EF POU Method Gas/Storage 75 gallon > 0.52 EF HWR Gas/Storage 75 gallon > 0.52 EF PP Gas/Storage 75 gallon > 0.52 EF WSB Gas/Instantaneous N/A > 0.62 EF Standard A water heater with the following characteristics may be installed in an addition to a building with no natural gas connection, without credit/penalty in compliance calculations: Fuel/Type Capacity Efficiency Distribution Electric/Storage 50 gallon > 0.90 EF Standard Electric/Storage 50 gallon > 0.86 EF POU Electric/Storage 50 gallon > 0.86 EF HWR Electric/Storage 50 gallon > 0.86 EF WSB Electric/Storage 50 gallon > 0.86 EF PI Electric/Storage 50 gallon > 0.86 EF PP Electric/Storage 50 gallon > 0.86 EF R/D & HWR Electric/Storage 75 gallon > 0.95 EF Standard Electric/Instantaneous N/A > 98% RE Standard Notes: POU: Point of Use EF = Energy Factor PI: Pipe Insulation RE = Recovery Efficiency HWR: Hot Water Recovery System Distribution Systems (see Sections 6.1 and 6.6, for PP: Parallel Piping complete information on distribution system WSB: Wood Stove Boiler installation criteria): Standard: No pumps, R-4 insulation on first 5 feet of R/D & HWR: Recirculation system with a Demand hot and cold water pipes control, combined with Hot Water Recovery 7.3 Performance Requirements for Additions With the performance method, either for the addition alone or for the existing -plus - addition building, tradeoffs can be made with other building measures, as long as the source energy of the proposed building is less than or equal to the source energy of the budget building. There are some constraints on these trade-offs. The budget building with the performance method is based on prescriptive Package D. Credit is offered for more energy efficient measures and penalty for less efficient measures. The only limitation is minimum mandatory measures: ceilings must have a weighted average equivalent to R-19 installed between wood framing, and framed walls must have a weighted average equivalent to R-13 installed between wood framing (except as noted above for existing walls insulated to R-11). When using performance compliance where there is either no cooling or no new cooling system, modeling assumptions for this hypothetical cooling system should match the Package D requirements for refrigerant charge and airflow (e.g., Climate Zone 12, no cooling assumptions are 10 SEER with refrigerant charge and airflow). 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