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007-370-038
\ R er Homes ~� V • 296 andi Dr., lot 38, Almond Tree Sub, co Permit-80B(new sigle family) CONTR: Al Diet P1 bing Permit 677-80P or X526-801 I t Contr: Tony Jessee, h'� D Permit#1583-80M (me c / 8.%SF Contr: R d F- anis Electric, ic' Per #287.A -80E (ele/526-80) A/a 7- -a an DeQrado I 2966 Sandi Dr., lot 38, Almond Tree Sub, Chico I contr: Leisure Time Pools, Pmdise Permit #1919-�1B,EQnew priJswi m*,g `pool & sp�L 007-370-038 99-2271 HERNANDEZ, J. 2966 SANDI DRIVE, CHICO, CONTR: OWNER SF RE -ROOF 'll 007-370-038 06-0513 OLSEN, GAYLE 2966 SANDI DR, C E CONT: ARENT B ROOF STRUCTU /\ i ► 1 L-2 - C -- - 0012— '370 n Butte County Department of Development Services. e� re rRE 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 v^wv.buttccoitnty neVdds • cO�"��• I RESIDENTIAL AP N: Permit No_ Owner. 007-370-038 06-0513 j OLSEN,-GAYLE Site Address: _1 2966 SANDI DR, CHICO w I CONT: ARENT BUILDING CO contractor. I+ .ROOF STRUCTURE C/O t�. l - M Type of Permit_ r 1 i j# ,i 0 1 Cod` g y 011 2I� fl SPECIAL CONDITIONS CHECKED BY ❑SRA ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS ❑ VERIFY • ❑ USE PERMIT CONDITIONS ❑ SUBSTANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT JJ ❑ REINSPECTION FEE PAID 5 ❑ ENV HLTH CLEARANCE i ❑ —3 FF E /}TO N OFF MoRS6MAN c DATE JOB FINALED: I SIGNATURE: / OK MANUFACTURED HOMES MISCELLAN.EOUS- DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . NatF-1 or LPQ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -00 to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation 0 14 Exits 15 Cert of Occupancy1 16 HUD Label/insignia Numbers Serial Numbers°� DATE' D E C K S'C O V E R S`C A R P O R T S 'GARAGES 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls °mss DATE IP05LS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w15'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Enclsrs=pnlboardsdnsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide _ 0 Pool Drawing = OK vot OK _ RESIDEN] IAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Mr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test First flr-Tub Acc 5 Stemwalls Main; Steel -Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub-Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test A °'• o` °'• o`er tt Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts lnsultn & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic ° c e ° DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL I Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & flr Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-CImc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties -Purl in -Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frpic Throat Clmc 72 Elec Trim & Subpnl, Breaker S-ts & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frpic or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Ris e -Run -Lan din g -Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn- LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Lottn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters 0Yes ONo s` °•• m °•• m 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vrits abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clmcans Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntitn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or ❑AL 98 Address Posted AC Wire Sz ga ❑ CU or [:DAL 99. Fire Sprinkler 48 Range Circ ga ❑ CU or ❑AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral Yes ❑ No o` 0�� °;• �� e` 49 Service -Riser Cndctrs &Grnd Main Dscnnct 50 Eqp CImcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector ........ ... . tf tl �} :� �. s i i •i �j j �t .i 4 L f. E f- 1_ e. 1.. c, �.. L•Ylr f .1 ... ,COUNTY OF BUTTE::' > :. . . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 I CORRECTION NOTICE o � S e IJ ND C a 3 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. SUBIm rT Pogm REv tSioltl ter SCOPE OF WOQK o COUXI-TV ± nl c c ca r T -R (C/ -L. S -T U C c_o S 16 ± 11U__ b4 Date �', _ ' ^ MC)Inspector ��i��z H S I a1"l 11 a l� j REV 4/05 Phone # S 3`d _ `r2)� 2 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 t J-4 I OT/ BUTTE COUNTY LBUILbING IWIMN APPROVED 1 I x ------- ------ The 2001 CBC, CMC, CPC, 2004 CEC, and 2005 California Energy AB 41.1 or— Standards as amended by the jurisdiction apply to this project. H BUTTE COUNTY"t f *`' : BUILDING DIVISION i �` � APPROVED The 2001 CBC, CMC, CPC, 2004 o r t, -,ACA CEC, and 2005 California Energy Standards as amended by the jurisdiction apply to this project. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060513 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 03/08/2006 APN: 007-370-038-000 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.Site License Class : . License Number: tib' o 0 �g Address: 2966 SANDI DR CHI Map Index: � �� � Date: 3 O 0 contractor: fit\ 0 1 M� � �� T Description: ROOF STRUCTURE REPLACEMENT, FIRE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt. from the DAMAGE REPAIR Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: OLSEN GAYLE M to its issuance, also requires the applicant for such permit to file a 2966 SANDI DR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section CHICO CA 7000) of Division 3 of the Business and Professions Code) or that he or 95973-0443 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as (heir sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: ARENT BUILDING COMPANY owner of property who builds or improves thereon, and who does 16149 LOVELOCK RD such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for MAGALIA, CA sale. If however, the building or improvements are sold within one 95954 year of completion, the owner -builder will have the burden of (530) 873-2904 proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or imprgvas thereon, Contractor: ARENT BUILDING COMPANY and who contracts for such projects with a contractor(s) licensed; 16149 LOVELOCK RD pursuant to the Contractors' State License Law.). ' MAGALIA, CA ❑ 1 am Exempt under Article 3 of the Business and Professions Code 95954 (530) 873-2904 Date: owner: License #:.660302 WORKERS' COMPENSATION DECLARATION I 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. Architect: I have and will maintain workers' compensation insurance, as Engineer: ` required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: � F. Carrier. 1 ���'. 1. Total Square Ft: 0 S. F. %�� ` ! 5-9a %` 6 S Policy #:_ Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit.is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failurto secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY - This permit is jtrebyJ9sued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this permit is issued (Sec 3097 Civ.) Resolutions Co co><rk Indicated bove for which fees have been paid. /�) - 3, performance By: V Date: C 1 L 1.1�J Name: PERMIT EXPIRES 0 Address: Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Signature: Date: 3 o8 1 0 4• ❑ Owner yV Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 :�� ---- v ^ J Fr Y� n \,* �onF, R£ p rA rr, pv�t back w 44, BUTTE COUNTY BUILDING DIVISION APPROVED A 6 (C74 A.tz) I I I \F I =.•_ i� 6' S Mrd , D t-, Gh,-eo Gaylsotmftsiftm CAD ByPOO OR*. RECr IVEfl ,IAN 1 g 2Q�6 ARENT REPLACEMENT BUTTE COUNTY BUILDING DIVISION APPROVED t Re: OLSEN MiTek Industries, Inc. 7777 Greenbagt Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Fax 9161676-1909 The truss dmwing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based_on the parameters provided by Building Products, Inc. Pages or sheets covered by this seal: R20341195 thru R20341208 My license renewal date for the state of California is March 31, 2007. r March 35 2006 Tingey, Palmer ` The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. IOLSEN IA IFINK I2 I 1 I ' R20341195 -2.0-0 6-114 + - 13.4-0 19-8-12 I 26-8-0 i_28-8-0 2.0-0 B-114 6-0-12 64-12 6-114 2-0-0 Scale = 1:50.8 46 = 4 5x7 = 3x4 = 1$ REACTIONS (Ib/size) 2=133710-3-8.6=1337/0-3-8 Max Horz2=160(load case 7) Max Uplfft2=-324(load case 7), 6=-324(load case 8) Max Grav2=1412(load case 2), 6=1412(load case 3) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/105, 2-3=-2049/344, 3-4=-1793/349, 4-5=-1793/349, 5-6=-2049/345, 6-7=0/105 BOT CHORD 2-9=-322/1733, 8-9=-111/1171, 6.8=-167/1733 WEBS 3-9=-504/248, 4-9=-145/718, 4-8=-145/718, 5-8=-504/248 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard �oV�ko ESS/p�9! S. Tjyc F2 0 LU C 04963 T \ * Ei�7."� * l OF March 3,2006 A WARNINO • Verib design pannmeters and READ NOTES ON TRIS AND INCLEFDED WTER REFERENCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane --® Design volid for use on with MiTek connectors. This design is based on upon parameters shown, and is for an Ind victual building cons Suite 109 9 only 9 only P P g pone shown Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component k responsibility of building designer -not truss designer. Bracing shown 4 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure 4 the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 ani BCSII Building Component Welk Safety Information available from Truss Plate Institute. 583 D'Onotdo Drive, Madison, WI 53719. 1 9-0-13 I 17-7-3 26.8.0 9-0.13 8.6.5 I l 913 Plate Offsets KY): f2:0-9-0,0-0-101, f6:0-9-0,0-0-101(9:0-3-8,0-3-41 LOADING(psf) TCLL 25.0 SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP (Roof Snow --25.0) Plates Increase 1.15 TC 0.54 Vert(LL) -0.12 6-8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.27 6-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) Weight: 114 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 4-3-1 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=133710-3-8.6=1337/0-3-8 Max Horz2=160(load case 7) Max Uplfft2=-324(load case 7), 6=-324(load case 8) Max Grav2=1412(load case 2), 6=1412(load case 3) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/105, 2-3=-2049/344, 3-4=-1793/349, 4-5=-1793/349, 5-6=-2049/345, 6-7=0/105 BOT CHORD 2-9=-322/1733, 8-9=-111/1171, 6.8=-167/1733 WEBS 3-9=-504/248, 4-9=-145/718, 4-8=-145/718, 5-8=-504/248 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard �oV�ko ESS/p�9! S. Tjyc F2 0 LU C 04963 T \ * Ei�7."� * l OF March 3,2006 A WARNINO • Verib design pannmeters and READ NOTES ON TRIS AND INCLEFDED WTER REFERENCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane --® Design volid for use on with MiTek connectors. This design is based on upon parameters shown, and is for an Ind victual building cons Suite 109 9 only 9 only P P g pone shown Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component k responsibility of building designer -not truss designer. Bracing shown 4 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure 4 the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 ani BCSII Building Component Welk Safety Information available from Truss Plate Institute. 583 D'Onotdo Drive, Madison, WI 53719. 1 Job russ I russ Iypa ry y 00 L/d PLATES GRIP TCLL 25.0 (Roof Snow --25.0) Plates Increase 1.15 0.69 TC 0.69 820341196 OLSEN A10 C. AL 1 1 , BC 0.43 '0.32 Vert(TL) 'H >999 180 Job Reference (optional) � Building Products, Inc., Orland GA.,95963 6.200 s Jul 13 2005 MiTek Industries. Inc. Fd Mar 03 08:36:36 2006 Page i -2-0-0 3.11-5 F 7-7-0 4-0-� 11-5-1 15.2-15 18-7-9 19x0.12 2241-11 I 26-8.0 l� 240 3.11.5 3-7-15 0.5.3 3-0-10 3.9-13 3-4-10 0.5.3 3.7-15 3.11-5 2-0-0 Scale = 1:51.4 1x4 II 3x4 = 3x4 = 3x8 = 1x4 II 3x8 = 1x4 II 1 3.11-5 1 7-74 1 11.5.1 1 15.2-15 1 19412 1 22-8.11 1 26-8-0 1 3-11-5 3-7-15 3-9.13 3.9-13 3-9-13 3-7-15 3.11-5 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow --25.0) Plates Increase 1.15 0.69 TC 0.69 Vert(LL) -0.09 15-16 >999 240 MT20 220/195 TCLL 10.0 Increase 1.15 BC 0.43 '0.32 Vert(TL) -0.18 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB Horz(TL) 0.07 11 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 143 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 4-2-0 oc purlins, except BOT CHORD 2 X 4 DF No.18Btr G 2-0-0 oc puffins (4-5-5 max.): 4-8. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. REACTIONS (Ib/size) 2=i386/0-3-8,11=138810-3-8 Max Horz2=-108(load case 8) Max Uplift2=-341(load case 7), 11=-444(load case 8) Max Grav2=1570(load case 2), 11=1579(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/105,2-3=-2310/495, 3-4=-2040/540,4-5=-128/0, 4-20=-2148/694, 6-20=-2152/693,6-7=-2146/689,7-21=-1867/624, 8-21=-1867/624, 8-9=-142/0,8-10=-2076/595, 10-11=-23231569,11-12=0/105 BOT CHORD 2-19=-357/1958, 18-19=-357/1958, 17-18=-359/1797, 16-17=-359/1797, 15-16=-451/2152, 14-15=-451/2152, 13-14=-387/1967,11-13=-387/1967 WEBS 3-19=0/138,3-18=-202/58,4-18=-1/238, 4-16=-200/732,6-16=-361/163,7-16=-221/201, 7-15=0/149,7-14=-653/200, 8-14=-78/572,10-14=-174/29,10-13=0/139 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Design assumes 4x2 (flat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard March 3,2006 A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND INCLEIDED 49TER REFERENCE PAGE MU -7473 BEPORE USE. 7777 Greenback Lane --® Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component a responsibility of building designer - not truss designer. Bracing shown Suite 109 Citrus Heights, CA, 956101MI 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek40 Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, 53719. Job russ russ ype city y o 0 I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 820341197 OLSEN Al2 CAL HIP 1 i MT20 220/195 (Roof Snow -25.0) Lumber Increase 1.15 BC 0.39 Vert(TL) Job Reference (optional) Building Products, Inc., Orients CA.,959W 6.200 s Jul 13 2005 M7ek Industries, Inc. Fd Mar 03 08:36:37 2006 Page 1 -2-0-0 1 3-11-5 1 7-7-0 8(0.7 11-5-1 1 15.2-15 1 18-7-9 1910-tz 22.8.11 1 26-8-0 28.8-0 2-0-0 311.5 3-7-15 0S3 3-0-10 3-9.13 3-4-10 0-5-3 37-15 3-11-5 2-0-0 Scale = 1:51.4 4x6 3x8 7 9 1x4 11 3x4 = 3x4 = 3x8 = 1x4 II 3x8 = 1x4 II 1 311-5 1 7-74 1 11-5-1 1 15.2-15 I 19-0-12 1 22.8-11 1 26-841 i 311-5 37-15 39-13 39-13 39.13 37-15 311-5 d 4 311 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.47 Vert(LL) -0.05 17 >999 240 MT20 220/195 (Roof Snow -25.0) Lumber Increase 1.15 BC 0.39 Vert(TL) -0.11 16-17 >999 180 MT20H 165/146 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 12 n/a n/a BCLL 0.0 BCDL 10.0 Code UBC97/ANS195 (Matrix) Weight: 1591b LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.t&Btr G WEBS 2X4DFStdG REACTIONS (Ib/size) 2=1228/0-3-8,12=122210-3-8 Max Horz2=153(load case 7) Max Uplift2=-290(load case 7), 12=-295(load case 8) Max Grav2=1352(load case 2), 12=1315(load case 3) BRACING TOP CHORD Sheathed or 4-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/105, 2-3=-1931/249, 34=-1646/251, 4-5=-879/110,5-7=-3610,4-6=-574/146, 6-8=-557/147, 8-10=-712/225, 9-10=-903/131, 10-11=-1643/265, 11-12=-1916/260, 12-13=0/105 BOT CHORD 2-20=-260/1645, 19-20=-260/1645, 18-19=-195/1423, 17-18=-195/1423, 16-17=-65/1268, 15-16=-65/1268, 14-15=-116/1630 ,12-14=-116/1630 WEBS 3-20=0/141,3-19=-257/74, 4-19=-7/244, 4-17=-252/100, 6-17=-0/216, 8-17=-185/259,8-16=0/149, 8-15=-96/306, 10-15=-5/150, 11-15=-237/66,11-14=0/1 39, 5-9=-738/132, 5-6=-3/232, 8-9=-36/287 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard March 3,2006 ® WARNINO • Verj/y design pararnet-s and READ NOTES ON THIS AND D/CLUDED AUTER REFERENCE PAGE AW 7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design is based only upon parameters shown. and b for an Individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - rot truss designer. Bracing shown Citrus Heights, CA, 95610MI Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during consimction is the responsbillity of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding a fabrication, quality control, storage. delivery. erection and bracing. consult ANSI/tt ll Quality Criteria, DSB-89 and BCSII Building Component 'Y' iTek® Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. Job cuss Truss Typety�Ply CSI DEFL o 0 I/deft Ltd PLATES GRIP (Roof Snow=20) Plates Increase 820341198 OLSEN AGIR CAL HIP IQ 1 2 Job Reference (optional) i3waing Products, Inc., Onana GK,9b9w 6.200 s Jul 13 2005 MiTek Industries, Inc. Fri Mer 03 08:36:38 2006 Page 1 -2.0-0 1 3.11-5 h 7-7-4 494 11.5-1 1 15-2-15 + 18-7-9 194-12 22-8-11 + 26-8-0 1, 28.8-0 I 2.0.0 3.11-5 3-7-15 0.5.3 3-0-10 3-9-13 3-0-10 0-5.3 3-7-15 3-11-5 2-0-0 Scale = 1:51.4 4x8 \\ 1x4 II 4x14 = 3x8 = 9 1x4 II 3x4 = 3x5 = 3x8 = 1x4 II 3x8 = 1x4 II 1 3.11.5 1 7-7-0 1 11.5.1 1 15.2-15 1 19-0-12 1 22-8-11 1 26.8-0 I 3-11-5 3-7-15 3.9.13 3-9-13 3.9-13 3-7-15 3.11-5 LOADING TCLL 25.0 SPACING 2-M CSI DEFL in (loc) I/deft Ltd PLATES GRIP (Roof Snow=20) Plates Increase 1.15 TC 0.27 Vert(LL) -0.12 15-16 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.22 15-16 >999 180 Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.08 11 n/a n/a Q tiR TjN Fac BCDL 10.0 Code UBC97/ANSI95 (Matrix) —C3 4) Unbalanced snow loads have been considered for this design. 0 m 5) Overhang has been design for 2.00 times live load + dead load. Weight: 276 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr G TOP CHORD Sheathed or 6-0-0 oc purlins, except BOT CHORD 2 X 4 DF No.18Btr G 2-0-0 oc puffins (6-0-0 max.): 4-8. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Left: 2 X 4 DF Std, Right: 2 X 4 DF Std REACTIONS (Ib/size) 2=2897/0-3-8, 11=2924/0-3-8 Max Horz 2=-1 22(load case 8) Design valid for use only with Milek connectors. This design is based only upon parameters shown, and 6 for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Max Uplift2=-812(load case 7), 11=-927(load case 8) Suite 109 Citrus Heights, CA, 95810 Max Grav2=3048(load case 2), 11=3082(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding TOP CHORD 1-2=0/105, 2-3=-5341/1531, 3-4=-5045/1663, 4-5=-20/0, 4-20=-5476/1860, 6-20=-5497/1859, 6-21=-5482/1849, 7 -21= -5482/1849,7 -22= -4623/1621,8 -22= -4622/1621,8 -9=-34/0,8-10=-5111/1746,10-11=-5396/1630,11-12=0/105 BOT CHORD 2-19=-1268/4653, 18-19=-1268/4653, 18-23=-1363/4486, 17-23=-1363/4486, 16-17=-1363/4486, 16-24=-1657/5494, Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, wl 53719. 15-24=-1657/5494, 15-25=-1657/5494, 14-25=-1657/5494, 13-14=-1324/4695, 11-13=-1324/4695 WEBS 3-19=0/343,3-18=-329/0,4-18=0/541, 4-16=-494/1536,6-16=-844/419,7-16=-116/77, 7-15=0/362,7-14=-1329/430, 8-14=-144/1149, 10-14=-317/2, 10-13=0/343 NOTES 1) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply �OQ��FESS/��� S. connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Q tiR TjN Fac 3) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left an right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. —C3 4) Unbalanced snow loads have been considered for this design. 0 m 5) Overhang has been design for 2.00 times live load + dead load. LU C 0 643 3 rn 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. * E -07 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Girder carries hip end with 8-0-0 end setback. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. ' OF Continued on page 2 IC March 3,2006 A WARNING - Vejfy design parameters and READ NOTES ON THIS AND INCLUDED RATER REFERENCE PAGE AM 7473 BEFORE USE. 7777Greenback Lane Design valid for use only with Milek connectors. This design is based only upon parameters shown, and 6 for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Suite 109 Citrus Heights, CA, 95810 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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 ANSI/TPII Quality Criteria. 0SB-89 and BCSII Building Component iw iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, wl 53719. R20341198 )LSEN AGIR CAL HIP 1 2 1 Job Reference (optional) Building Products, Inc., Orland CA.,95963 - 6.200 s Jul 13 2005 MiTek Industries, Inc. Fd Mar 03 08:36:38 2006 Page 2 NOTES 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 607 Ib down and 365 Ib up at 19-3-5, and 607 Ib down and 365 Ib up at 7-7-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70,4-5=-70,4-20=-120, 20-22=-170, 8-22=-120,8-9=-70,8-12=-70,2-11=-49(F=-29) Concentrated Loads (lb) Vert: 4=-607 8=-607 A 77 WARNING - Ver(fy design parameters and READ NOTES ON THIS AND INCLUDED WTEE REFERENCE PAGE MIT -7473 BEFORE USE. S Its Greenback Lane Design valid for use only with miTek connectors. This design is based only upon parameters shown, and is for an indi�Adual building component. Sute Applicability of design poramenters and proper incorporation of component 6 responsibility of building designer - not truss designer. Bracing shown CiCitrusHHeights, CA, 95610 6 for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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 ANSIM11 Quality Criteria, DSB-89 and BCSII Building Component iTek® Safety InformVA available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, 53719. Job russ Truss Type QrY Ply 0R20341199 Vdefl L/d PLATES GRIP TCLL 25.0 (Roof Snow --25.0) Plates Increase 1.15 TC 0.46 OLSEN J10 JACK 2 1 , Jo BCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 b Reference (optional) ......_ --------- aye, -2-0-0 I 7-10.14 8--0 10-0-0 2.0-0 7-10.14 0-1-2 2.0-0 4 Scale = 1:28.9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 (Roof Snow --25.0) Plates Increase 1.15 TC 0.46 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 BCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 2-5 >281 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 29Ito LUMBER TOP CHORD 2 X 4 DF No:1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=492/0-3-8,5=7710-3-8,5=77/0-3-8,'5=77/0-3-8.3=425/0-3-8 Max Horz2=259(load case 5) Max Uplift2=-131(load case 5), 3=-234(load case 5) Max Grav2=492(load case 1), 5=154(load case 2), 5=77(load case 1), 5=77(load case 1), 3=425(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD `I-2=0/61,2-3=-151/123,3-4=-70/0 BOT CHORD 2-5=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard , March 3,2006 & WARNING • 7erf/y design Parameters and READ NOTES ON TffiS AND INCLUDED MITER REFERENCE PAGE AW -7473 BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and k for an individual building component. Suite 109 Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsbillity of the erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB•89 and BCSII Building Component iTek® Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, VA 53719. Job russ Truss Type city Ply (loc) • Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 R20341200 OLSEN J12 JACK 2 1 100 , (Roof Snow --25.0) ' BC 0.52 Vert(TL) -0.33 Job Reference (optional) Building Products, Inc., Odand CA.,95963 6.200 s Jul 13 2005 MTek Industries, Inc. Fd Mar 03 08:36:39 2006 Page 1 -2-0-0 + 7-10-14 §#Q 10.9-5 I 12-0-0 i 2-0-0 7-10.14 0.1-2 2-9-5 1-2-11 5 1d, Scale = 1:33.4 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.16 2-6 >562 240 MT20 220/195 (Roof Snow --25.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 2-6 >281 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 32 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 2=473/0-3-8, 6=77/0-3-8, 6=77/0-3-8, 6=77/0-3-8, 3=477/0-3-8, 4=108/0-3-8 Max Horz2=303(load case 5) Max Uplift2=-96(load case 5), 3=-282(load case 5), 4=-67(load case 4) Max Grav2=473(load case 1), 6=154(load case 2), 6=77(load case 1), 6=77(load case 1), 3=477(load case 1), 4=108(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61, 2-3=-207/132, 3-4=-85/5,4-5=43/0 BOT CHORD 2-6=0/0 NOTES 1) Wind: ASCE 7.98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. ' 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard �OQ?,pF ESS/pN9l S 0Cli UJI IX C 0464 -►3 rn *\ EXP,/ -,'6.W /* March 3,2006 A WARNING - Verjfy design parameters and READ !VOTES oN THIS AND INCLUDED mrrER REFERENCE PAGE AW -7473 BEFORE USE. 7777 Greenback Lane r--40 09 Design valid for use only with MTek connectors. This design is based only upon parameters shown. and is for an individual balding component. Suite He Applicability of design poramenters and proper Incorporation or component b res Citrus Heights, CA, 956foml g rp po 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 responsbillity 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 ANSIM11 Quality Criteria, DSB-89 and BCSI1 Building Component M iTek® VA Infomsatlon available from Truss Plate Institute. 583 D'Onofdo Drive, Madison, 53719. Job russ Iruss type Qty Ply 00 (loc) I/deft I PLATES GRIP TCLL 25.0 820341201 OLSEN J12-6 - JACK 1' 1 >562 240 MT20 220/195 (Roof Snow --25.0) Lumber Increase 1.15 Job Reference (optional) _ -2.0.0 + 7-10.14 8-0 10-35 12.6.0 2-0-0 - 7-10-14 0.1-2 2-35 1-8-11 5 Scale = 1:34.7 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.59 Vert(LL) -0.16 2-6 >562 240 MT20 220/195 (Roof Snow --25.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 2-6 >281 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 Code UBC97/ANS195 (Matrix) Weight: 33 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.t&Btr G TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 2=474/0-3-8, 6=77/0-3-8, 6=77/0-3-8, 6=77/0-3-8, 3=453/0-3-8, 4=165/0-3-8 Max Horz2=312(load case 5) Max Uplift2=-92(load case 5), 3=-270(load case 5), 4=-102(load case 4) Max Grav2=474(load case 1), 6=154(load case 2), 6=77(load case 1), 6=77(load case 1), 3=453(load case 1), 4=165(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61,2-3=-216/131, 3-4=-75/15, 4-5=-59/0 BOT CHORD 2-6=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. LOAD CASE(S) Standard o9?,o ESS/pN9 S. LU C W433 T March 3,2006 A WARNING - Verl( design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane --® Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component h responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure 4 the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component fill Safety Information available from Truss Plate Institute, 583 D'Onoldo Drive, Madison, VA 53719. MiTek Job I runs -SS ype city y 0 0 PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.31 R20341202 OLSEN J2 JACK 2 11. BC 0.52 Vert(TL) -0.33 2-4 >281 180 TCDL 10.0 Rep Stress Incr Job Reference (optional) -2-0-0 2-0-0 8-0-0 2-0-0 2-0-0 6-0-0 Scale = 1:16.2 3 6.00 ITY 2 � ld 0 20 = LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.31 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow= -25.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 2-4 >281 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code UBC97/ANS195 (Matrix) Weight: 17 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ( REACTIONS (Ib/size) 2=38110-3-8,4=77/0-3-8,4=77/0-3-8,4=77/0-3-8.3=-35/G-3-8 Max Horz2=96(load case 5) Max Uplift2=-163(load case 5), 3=-35(load case 1) Max Grav2=381(load case 1), 4=154(load case 2), 4=77(load case 1), 4=77(load case 1), 3=42(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61, 2-3=-76/20 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category Il; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard �O9?,pFESS/pN9! S. TjNc ��c LU M March 3,2006 A WARNING - 9'er(ry design parameters and READ NOTES ON THUS AND D7CLr7DED MITER REFERENCE PACE Md -7473 BEFORE USE. 7777 Greenback Lane -19 Design valid for use only with miek connectors. This design is based only upon parameters shown, and is for on individual building component. Suite 109 Applicability of design poramenters and proper incorporation of component 4 responsibility of balding designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 1 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsiblllity 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 ANSI/TPI I Gualily Criteria, DSB-89 and BCSII Building Component M iTekIs Safety Information available from Truss Plate Institute, 583 D'Onofrio Drtve. Madison. VA 53719. Job russcuss ype y y (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 820341203ACK OLSEN J4 J 2 1 Jo0b (Roof Snow -25.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 Reference (optional) 1 v.avv a vvi www .... nn nmmm c. rn mar w vo;j : i cuuo raga r 2-0-0 4-0.0 4-0-0 3 Scale = 1:16.2 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.31 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow -25.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 2-4 >281 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 DF No.t&BV G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 2=401/0-3-8, 4=77/0-3-8, 4=77/0-3-8, 4=77/0-3-8, 3=86/0-3-8 r Max Horz2=138(load case 5) Max Uplift2=-141(load case 5), 3=43(load case 5) Max Grav2=401(load case 1), 4=154(load case 2), 4=77(load case 1), 4=77(load case 1), 3=86(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61, 2-3=-81/28 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category Il; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard A WARNING • Ver(N design parameters and READ NOTES ON THIS AND BYCLUDED MITER REFERENCE PAGE 11111•7473 BEFORE USE. 7777 Greenback Lane --® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual budding component. Applicability of design paromenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Suite 109 Citrus Heights, CA, 95610 1 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the respomibillity, 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 ANSIM11 Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, VA 53719. Job russ Truss Type Qty Ply 0 0 - i 8-0-0 I 2-1.7 LOADING(psf) 820341204 OLSEN J6 JACK 2 1 Vdefl Ltd PLATES GRIP TCLL 25.0 Plates Increase 1.15 Job Reference (optional) ouimmg —u—, mu., vnunu —,susao v.cw s vu..0 saw nm on nmuau.w, uu. rn ma, w uuau.-.c cvuu ruga , -2.0-0 6-0-0 8-0-0 2-0-0 6-0-0 2.04) 0 Id Scale = 1:19.7 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G BRACING TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 2=455/0-3-8,4=7710-3-8,4=7i/0-3-8,4=77/0-3-8,3=172/0-3-8 Max Horz2=180(load case 5) Max Uplift2=-149(load case 5), 3=-98(load case 5) Max Grav2=455(load case 1), 4=154(load case 2), 4=77(load case 1), 4=77(load case 1), 3=172(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61, 2-3=-105/61 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard �o�,�pFESSIONgI CO Of C 0464331 T liter,-'+ A9 OF March 3,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and B for on individual budding component. Suite 109 Applicability of design paramenters and proper Incorporation of component is responsibility of budding designer- not truss designer. Bracing shown Citrus Heights, CA, 95610W 1 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibilliy 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 ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component w ® Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. eiTek 5.10.9 5-10.9 i 8-0-0 I 2-1.7 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ltd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snotnr=25.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 2.4 >281 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code UBC97/ANSI95 (Matrix) Weight: 23 Ib BCDL 10.0 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G BRACING TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 2=455/0-3-8,4=7710-3-8,4=7i/0-3-8,4=77/0-3-8,3=172/0-3-8 Max Horz2=180(load case 5) Max Uplift2=-149(load case 5), 3=-98(load case 5) Max Grav2=455(load case 1), 4=154(load case 2), 4=77(load case 1), 4=77(load case 1), 3=172(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61, 2-3=-105/61 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard �o�,�pFESSIONgI CO Of C 0464331 T liter,-'+ A9 OF March 3,2006 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and B for on individual budding component. Suite 109 Applicability of design paramenters and proper Incorporation of component is responsibility of budding designer- not truss designer. Bracing shown Citrus Heights, CA, 95610W 1 is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibilliy 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 ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component w ® Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. eiTek I O russNSS ype y y (loc) Udell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 820341205 OLSEN J8 JACK 2 1 100 e, ' Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 Job Reference (optional) -2-0-0 7-10-14 8-Ar0 2.04) 7-10-14 041.2 Scale = 1:24.3 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 (Roof Snow= -25.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.33 2-5 >281 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code UBC97/ANSI95 (Matrix) Weight: 26 lb BCDL 10.0 LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=5i5/0-3-8,5=77/0-3-8,5=77/0-3-8.5=77/0-3-8,3=250/0-3-8 Max Horz2=224(load case 5) Max Uplift2=-161(load case 5), 3=-153(load case 5) Max Grav2=515(load case 1), 5=154(load case 2), 5=77(load case 1), 5=77(load case 1), 3=250(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61, 2-3=-132/88, 3-4=-2/0 BOT CHORD 2-5=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss Chord at joint(s) 3. LOAD CASE(S) Standard . �op�OFESS/pN9l S. � w C 046,08 TM * EXP,4-&� r , . March 3,2006 A WARNtNO - 7erf(y design parameters and READ NOTES ON THIS AND INCLUDED BGTER REFERENCE PAGE MH 7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with Miek connectors. This design is based only upon parameters shown, and is for on individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component 4 responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610MI k for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy of the erector. Additional permanent bracing of the overall structure a the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component w ® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison. w153719. eiTek Job russ Truss Type QtY Ply100 (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plates Increase 1.15 820341206 OLSEN SJ2 JACK 2 1 4 (Roof Snovi--25.0) Lumber Increase 1.15 BC. 0.03 Vert(TL) -0.00 Job Reference (optional) --au, ,a a run ea nousmes, mu. rn mar ua uo:oo:ca [uuo rage i 2-0-0 2-0-0 Scale = 1:10.6 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.28 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snovi--25.0) Lumber Increase 1.15 BC. 0.03 Vert(TL) -0.00 2-4 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 9 ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G BRACING TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=304/0-3-8.4=19/0-3-8,4=19/0-3-8.4=19/0-3-8,3=-6/0-3-8 Max Horz2=99(load case 5) Max Uplift2=-173(load case 5), 3=-7(load case 6) Max Grav2=304(load case 1), 4=39(load case 2), 4=19(load case 1), 4=19(load case 1), 3=23(load Case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61,2-3=-66/10 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard I oQ�pFESS/ S. pNl Tj,1,GeF�c C LU M C 04 33 t * E"07 �TF March 3,2006 A WARNING - Ver(fy design Pammete and READ NOTES ON T IUS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane PA! 40 Design valid for use on with M [Tek connectors. This design is based on u suite 109 d9 N 9 N Pan parameters shown, and is for an individuals design component. Citrus Heights, CA, 95610Applicab�ily of design pammenters and proper Incorporation of component Is responsibility of building designer -not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respomibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quarily control. storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component do Safety Information available from Truss Plate Institute, SS3 D'Onofrio Drive. Madison. wl 53719. MiTek Job russ cussype Qfy Ply (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 R2o341zo7 OLSEN S.14 JACK 2 1 100 ; (Roof Snow= -25.0) Lumber Increase 1.15 ' Vert(TL) -0.00 Job Reference (optional) ommmg rruaucrs, mc., vnana —'a— 0 o.cuu s am ro cuw mn es rnausames, mc. rn mar ue ua:oo:cc tuuo rage 1 -2.0.0 2-041 4-0-0 2-0-0 241-0 2-D-0 Scale = 1:15.2 LOADING (psi) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.28 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow= -25.0) Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 121b LUMBER TOP CHORD 2 X 4 OF No.1 &Btr G BOT CHORD 2 X 4 DF No.18Btr G BRACING TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/size) 2=333/0-3-8,4=19/0-3-8,4=19/0-3-8,4=19/0-3-8.3=96/0-3-8 Max Horz2=138(load case 5) Max Uplift2=-161(load case 5), 3=49(load case 5) . Max Grav2=333(load case 1), 4=39(load case 2), 4=19(load case 1), 4=19(load case. 1), 3=96(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61, 2-3=-78/32 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard �o9?,o ESS/pNq! S. TjNC LU C 04fi 3 \ * Ei7."7 * i OF March 3,2006 A WARNING - very%, design parameters and BEAD NOTES ON TBIB AND INCLUDED MITER REPERwce PAGE MB -7473 BEFORE USE. 7777 Greenback Lane ter—® Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and 4 for an individual building component. Suite 109 Applicability of design pammenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610M1 Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility, of the building designer. For general guidance regarding fobrtcation, quality control. storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component iTek® Drive, Information available from Truss Plate Institute. 583 D'Onofrio De, Madison, N 53719. Job russ Truss Type oty Fly o0 Udefl Ud • TCLL 25.0 Plates Increase 1.15 R20341208 OLSEN SJB JACK 2 1 i, (Roof Snow= -25.0) Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 Job Reference (optional) 8 v.cvv a am .0 cwu nn, vn nmunm ,u. rn msr uu uvay.�w auv ruyv , 2-0-0 I .412 6.04) 2-0-0 2.04) 2.0.12 1-114 4 Scale = 1:19.7 l� d LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow= -25.0) Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 t Code UBC97/ANSI95. (Matrix) Weight: 15 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G . BRACING TOP CHORD Sheathed or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 2=295/0-3-8,5=1910-3-8,5=19/0-3-8,5=19/0-3-8,3=284/0-3-8 Max Horz2=176(load case 5) Max Uplift2=-1123(load case 5), 3=-149(load case 4) Max Grav2=295(load case 1), 5=39(load case 2), 5=19(load case 1), 5=19(load case 1), 3=284(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61, 2-3=-94/63,3-4=-65/0 BOT CHORD 2-5=0/0 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard �o9?,Q ESS/pN9l S. 01) aP F� m C 046436 T *\ EXPA,J,A3 /* March 3,2006 A WARNING • 9'er(fy design parameters and READ NOTES ON THIS AND DICLUDED MITER REFERENCE PAOE MO -7473 BEFORE USE. 7777 Greenback Lane --® Design valid for use only wilh MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility, of building,designer - not truss designer. Bracing shown Citrus Heights, CA, 956101 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability ring construction is the responsiblllity of the erector. Additional permanent bracing of the overall structure B the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component iTek® Safety Information available from Truss Plate Institute, 58WI 3 D'Onofdo Drive. Madison. 53719. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4' *Center plate on joint unless x, y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never 2 3 stack materials on inadequately braced trusses. TOP CHORDS c1-2 c2-3 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o all other interested parties. VWEBSNc4 Ou �� 3p 4. Cut members to bear tightly against each other. •For 4 x 2 orientation, locate Uplates 0-'hd" from outside rL 5. Place plates on each face of truss at each edge of truss. a 0 joint and embed fully. Knots and wane at joint C7-8 c6.7 c5-6 BOTTOM CHORDS locations are regulated by ANSI/TPI1. *This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPI1. connector plates. 7. Unless otherwise noted, moisture content of lumber • Plate location details available in MiTek 20/20 shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the 4 x 4 The first dimension is the width to Second NUMBERS/LETTERS. responsibility Of truss fabricator. General practice is to perpendicular slots. camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBG 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. SBCCI 9667, 9730, 96048, 9511, 9432A BEARING 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. - Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint - 0 number where bearings occur. Ed 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. Industry Standards: ® M iTek ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DCB -89: Design Standard for Bracing � BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: Mll-7473 © 2004 MiTek® 0 1 I STANDARD PLG.GY.BACK TRUSS• CONNECTI.O'N DETAIL GENERAL NOTES: 1- 1- UPLIFT AND LATERAL LOAD OARACI:TY TH),SR'gVEf):DETAIL' S;HALL p REV. EYVEg AND 2. APP�y.;p�OJEC.fi EN(31NEEFt OR •. ..QUALIFIED" �IIILDjh1G:�DESIG•NER. 3. 4. MAXIfNI'1A-QQe;e:e ^,..K.—•--- M:II/SAC - 2 OF TYPICAL PIG- GYBAGKTffUSS"CON,N.EGTIO.N * 2 x x 6'-0" SIZE TO MATCH TOP—CHORD OF ATTACHED TO ONIFG GYBACK EACE OF TOP CHORD WITH 2 ROWS'OF 10d (p•}gyp, X NAILS SPACED 64 O.C. AND -STAGGERED ATIACH.pIGOXBACKTj2USS 'T0 EACH;.PURLIJI:VVIaH 2'- 16d NAILS^TOENAI.I'Eb. S /y I SPACE PURLINS:A000RDING.TO>'' I 1 \ \ j SPACI . b -ON E'?Op;CH IGpT THE`�IMUM TRU$S,(SPA'G NI O:NO[:T.Q:CE 4EO CS) CHORD OF BASE: A Pl1FtLIN TO BE,I:OEA7Ep;gT EACH PUI * FOR PIGGY BACK TRUSSES WIiH SPANS < N2 ASE TRUSS JOINT. 2 - 1Ad NSCAB'-MAY BE 9 It00F SHEATHING TQ 13 CONT. g p AT (SHEATHING TO.bVERLAP-MfiiiMgM.i-,F,�YER.�O N. * CAP CONNECTION IS MADETO RESIS.i'.UFI SEE MAximi'IxA ��.... �._.. _ IF NO GAP EXISTS. BETVVEE'N- CAP' TRUSS AND. BASE TRUsp.:- REPLACE TOE AS SHOWN. ND APPLY PURLINSOF CAP T p S TO PURLINS -WITH GUSSETS TRUSS TOP CHORD LOWER EDGE.OF BASE HORD AT RECOMENDED SPAQING SH(iNN ABOVE: :PLY�YOOD:c(or 7h1'fi" •:p$�) GUSSFT:EACH 3IF�E'AT` ATr CHASE. TR,UyS•;J.OINT. INTO. EACWFjI CHQRpFROM EACH.5IDENAILS-EACH:CHgRD) 2X4 'PURLINS -0 24" O.C. ATTACHED WI 2.10 D NAILS UU4 I PAGE 1 OF YG Tek I�ndustrles, Inc, stern OlvlsIon :n .19 30- I OCT 2 7 U (l M*g2MUM UPLIFT SCAB CAPACITY USING (10) 1:Od (0:131" X 3") NAILS: SYP = 1060 LBS SPF = 820 LBS DF = 9-0 L13S HF = 840 LBS SPF -S = 720 LBS MAXIMUM UPLIFT p CAPACITY USING (2) 11 dN CIT (0.131" X 3.5") NAILS: SYR = 117 L13S SPF = 60 LBS DF = 92 LBS = 63 LBS SPF -S 41 LBS MAXIMUM UPLIFT SHEATHING CAPACITY USING 1/2" SHEATHING AND.(2) 8d (0.131" X 2.51 NAILS: S'YP = 82 LRS SPF = 42 LBS. DF 64 LB;S HF = 44 LBS SPF -S = 28 LB'S VALUES: SHOWN I LOAD DURATION'OFE DOSED ON MAXIMUM UPLIFT GUSSET CAPACITY USING 7/16" GUSSETS AND (4),10d (0.131" X 3") NAILS: SYP = 300 LBS SPF = 276 LBS DF = 294 LBS HF = 276 LBS SPF -S = 258 LBS i VALUES SHOWN AIRE BASED ON ^LOAD DURATION OF 1.00 STANDARD PIGGYBACK — TRUSS CONNECTION DETAIL MIUS°FE^`'�c� � 30/2004 PAGE 2 OF 2 I MITek'Industrles, Inc. _ Western Division - EX FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: `. MAXIMUM UPLIFT SCAB ATGOH CAPACITY USING (10) 10d (0.131" X 3") NAILS - VERTICAL 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS SYP =1060 LBS EXTEND MUST MATCH IN SIZE, GRADE, AND MUST LINE UP SPF = BOTTOM AS SHOWN IN DETAIL. 820 LBS OF PIGGY2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH DF970 LBS BOTTOM CHORD SO THAT THERE IS FULL WOOD SPF -S = 840 LBS TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK 720 LBS i AND THE TOP CHORD OF THE BASE TRUSS. ! 3) CONCENTRATED LOAD MUST BE APPLIED I TO BOTH THE PIGGYBACK AND THE BASE TRUSS. 4) ATTACH 2 x x V-0" SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d NAILS (0.131"X3") AT i 6" O.C. STAGGERED. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 3700 LBS W-15). REVIEW i BY A QUALIFIED ENGINEER.IS REQUIRED FOR LOADS GREATER THAN 3700 -LBS, VALUES SHOWN ARE BASED ON LOAD DURATION OF 1.00 PIGGYBACK TRUSS CONNECTION FOR SPANS LESS THAN 10'-0" MAXIMUM UPLICA FT SB * 2 x x 4'-0" SIZE TO MATCH CAPACITY USING (4) � TOP CHORD OF PIGGYBACK 10d (0.131 X 3") NAILS: \ ATTACHED TO ONE FACE OF TOP CHORD WITH 2 ROWS OF 10d (0.131" X 3") \, \ SYP = 424 LBS NAILS SPACED 6" O.C. AND STAGGERED \\ SPF = 328 LBS ' DF = 388 LBS \ HF = 336 LBS \ \\� SPF -S = 288 LBS % ATTACH PIGGYBACK TRUSS TO EACH PURLIN WITH 2 - 16d NAILS TOENAILED. MAXIMUM UPLIFT PURLIN CAPACITY USING 12).1 6d p % / 10.131" X 3.5"I NAILS: / r i _ SYP - 117 LBS SPF a •60 LBS j — •--�__.. - — OF - 92 LBS /HF - 63 LBS ' TRUSS �\ SPF -S a 41 Les . SPACE PURLINS ACCORDING TO THE MAXIMUM ..' SPACING ON THE TOP CHORD OF THE BASE ATTACH EACH PURLIN TO TO i TRUSS (SPACING NOT TO EXCEED 24" D.C.). CHORD OF BASE TRUSS WIT 1 A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. 2 - 16d NAILS. * CAP CONNECTION IS MADE TO RESIST UPLIFT. SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING CONNECTION CAPACITIES FOR SCABS, PURLINS, AND SHEATHING MAY BE COMBINED WHEN VALUES SHOWN ARE BASED ON — DETERMINING OVERALL UPLIFT CAPACITY, --- LOAD DURATION OF 1.00 ,0 wARMNO • 71rkN dealgn parametara and READ NOTES ONTXIID AND lNCLUDEO MJi'E7C REIdREN AOL Design veld for use only with MOek connectors. This design Is based only upon Poromdlms shown and h lot on Indhidual b dl�� USX' 7777 AppOcobNly of design aromenten and Greenbackdane �® Is farlateral support paper Incorporalbn of component Is responslbl0ly of bu0dln designer •nal Irufs dmlgnar. Bracing shown Suite 10BBhfc; CA. 8561 ppn l of n onenj web mamben onM• Addlllonal lemporary bracing to Insure slabllly gsrdng condruellon Is the responsiblillly of the Citrus Hel ereclat al support permanent bracing of the overall structure Is Iho res Iabrlcallon, qually conlrol slorage. delivery, erecllon and bracing, consult ANSI/tl ll Ouall Crlle,ia, OSS - 89 of the building designer. For general guidance regarding r Solely InlormaMon avolloble Irom]ruts Plato Intlllule, 563 D'Onofdo Odve, Modlson, WI 53719ty !1 and BCStI Building Ca "--J' g mponent STANDARD GABLE END DET 80MPHiEXP 6,30PSFSNOW!• _--__ A S L PAGE 1 0 F 2 *'DIAGONAL OR L -BRACING VARIES_ REFER TO TABLE BELOW TO Co 12 4x4 2X4 N0.2 OR BTR. DF -L TRUSS = ,' T 1X4 OR 2X3 (TYP) 'C 64 A CONT. BRG VERTICAL STUD I D / i TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS _�. SPACED AT 8" O,C. —SECTION A -A LOADINQpsf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 I Code UBC97/ANS195 TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 SHEATHING 3 1/2„ 1 1/2" (BY OTHERS) NOTCH AT (� % 24" O.C. (MIN.) LATETOP"CHORD ASR EQUIRED ER NOTCH DETAIL TABLE BELOW 3x5 = EN ��ru i•I—/IIS LL •`–' RIGID CEILING MATERIAL )ETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT I #I OF NAILS AT END i IVU OVER 8'-6" 1 14 - 16d MAXIMUM VERTICAL STUD HEIGHT i. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 LATERAL C 12 INCH O.. 1 .10 c n 1 — 24 INCH O.C. WITH L - BRACE NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR i RCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PE MANENT BRACING OF ROOF SYSTEM. S) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-6-. TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. IAPR 0 7 2000 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. I . :: 1R �`jN•; . 'if .1.r dcsi ;:r puranurte r.a and READ (VOTES Of, THIS AICD REVERSE SIDE. 8t POPE USE Oesign valid for use only with MiTek connectors. This design is based only upon parameters shown, and is lot an individual bn:idir'a component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of rnnoonenl is responsibilitv of building desionor - not truss designer. Bracing shown is for lateral support or individual : •r:;• members on!y. Additional temporary bracing to insure stability during construction is the responsibility of the erector. A*,1;;:pnal permanent bracing of the overall structure is the responsibility of the building desioner. For general guidance 'r arcing labrication. quality control, storage. delivery. erection• and bracing. consult OST -88' Quality Standard. 0SB- c9 Brac;ng Specification. and HI8-91 Handling Installa!ion and Bracing Recommendation available from Truss date Institute. 563 D'Onofrlo Drive. Madison, VVI 53719 MiTek Industries, Inc I°S .Vll�ilj PR Re PLnciuG c �N^i . fSRACES A'r or AT O.U. TTP Imo,®I��--IOD C7 6" F`�.: /�� �2 t20UX,,' •� 0. G: TTP. WITH IOD HAILS b Hhx. Cpl AU�y V op, y� ; I ... NCiT� � -.y2 Frol�trs p� Ot1L� �iNTs 4ruxF�, % DRPcGE HUbT �E � THE " i �0 % THE LEH(ATH 0WEt�.. THI-b DETAIL Ib• To �!: U!�EC7 Ab AH pLT, AOR ONE G0HTIHU0Ut2 L �TERAi -- -- ORALE. __... _......_. --- V QY��11i fESS�� TRUbIn 5411 0. G.. TYP. UZ ' 2X3, 2X4, OR 1X4 GRADED LUMBER LATeRAL BRACE PER TRUSS DESIGN WITH 2.10D PER WEB (T•Yp) MAR z BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WES. (SEE NOTE BELOVO- RE�a7RipcINT REGIUIREG� fit' EfiG. ENp OF E�RPcGE AHO INTER\/�pLS. i REFER. i 1 0 Nl��gl bUHHARY SNEET !FOR RELOHHEHVATI0H� of TH6 YR U55 PLATE: �sT I MAY DF- 'A �►� Ip J 1 rC I �C Gt f IA f. I � f� lu•5 n1 • N1ITE Tr;c ui IEV ;D a3��r sj`S7ViLI`LcY ,Y'P.c'P��LC C2 2x4 A5 14E -f Merles . 0 r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" OWNER Last NameFirst e Address 6 City , State Zip Phone Fax E-mail APPLICANT NAME CONTRACTOR Name Name Address ZV 1� City A 1301Oin State Address 6 V 0 Fax City E-mail State /I Zip 1 C� Phone_ Fax _ 9©,� E-mail Lic. # Class AKEklwe C fi0j,C oo APPLICANT NAME ARCHITECT/ENGINEER Name Address u� ck 'b Address ZV 1� City No State Zip Phone Fax Fax E-mail Planner State License Number APPLICANT NAME Name Property Address Address u� ck 'b City St Zi No Occ. 1 Phone Fax E-mail 7 P, 4al wcb a"W\ PLICANT SIGNATURE X For offir,4 use only: Zoning Property Address Flood Zone Cross Street 0 rr"k 71n 14 0.2 SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPONS13 BIN # LOCATION AP# Oa? 03 Property Address Ci ( ILI Co Cross Street 0 rr"k 71n 14 0.2 WORKER'S COMPENSATION Policy Number a 7-- o Carrier 15 If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: R06 rrirE d r4n* jR Roof S�Tucwq . fie. aumr4 Sq. Footage �90 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In 6rder to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS ...___. ._.._. ... .�.. ... �..... ......��_�__�n..�n_�a_ �_.. De 1 nfI Received by: �k . Receipt #:41100 6htck L, 102 In Date?'6y o� Amount:* .� Bldg SRA Sheriff SMIP Other ou j� ! o Total RFV R_1R_nd SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). o 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: Cl 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. o 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! r ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KIFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 .s. � ♦rt COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA ,95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:`�l'�s; 01 I S en ASSESSOR PARCEL NUMBER o01 •Ion Proposed Building Use: + Roo( c5 pp6i m K�I9['m A Permit Technician: V • Date: �) "�(� - Items required in order to apply for a permit. All 6oxes MUST be checked OR marked NA in order to apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑S 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 2{11 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 1:115. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... w 18. Erosion Control Plan Required........................................................................ No A-19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: - ............. ❑ 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits ............................................... ......"" ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone ( 5so)S73- q - iZ O and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant. Date: _OZZ46 1. Index permit app r ion for the above items nuru eyed: Plan Check Letter 2. Additional items7uired Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by:46ezK Date. Structural approved by: Datq! Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 �'+S:a:��'-., .�,�rw �s::;NP�,4.:.'oF.�}S>": +f'. ;:v'... ., _yi_.-�. a.11L ••-a.:a".. ..ta'. • � qi • ``yw 007-370-038 99-2271 HERNANDEZ, J. 2966 SANDI DRIVE, CHICO CONTR: OWNER SF RE -ROOF 61 COUNTY OF BUTTE - DEPARTMENT qF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541Q PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT C ! f__ 9~4 7/ ASSESSOR PARCEL ER- - /` - 7V► ZONING BUILDINGPERMIT OWNER _ a '1&,)'' TELEPHONE - 3y 3 SO, Fr, OCC. BUILDING VALUATION OWNERS MAID DRS M , i. �(� f? r� 7 3 Cq CL 1L !Y CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ -3 CJ-. C ARCHITECT OR ENGINEERS MAILING ADDRESS Pian Checking Fee $ BUILDINGADDRESS I— N ILNU CIA Energy Plan Checking Fee $ $ PERMIT FEE $1` C7 .CU LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF � Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 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: �Q -9i) (41- 1 ' - - Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800V OR UESS 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I 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 46.00NEW CONST. DWELLING OCCUP.SO OR ADDNS. ( i ACC. BIDS. 3.50FT. NONEWNRGE ID MULTI.OUTLET @7,50 RCUTS POWGERLE APPARATUS 8 SINOUTLET CIR. ourLETORFDcruREs 20 @'�0° Ex. Occup �L .� Ex. Occup. ..FIXER IJ Ep 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.) Z 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 j `—,-= . / . , ; • Date / /. – 1 _ Signature of Applicant - ❑ Owner ❑ Cgrtractor 4 Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC IZ 2 CONST. TYPE TOTAL FEE $ 'Sq. (y) HAZ. D. FE lMPI — V FLOOD CDF ppRC0. PD HD 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 / l 7 h t` r R L -r Date /(5 r PERMIT EXPIRES ON 10-1-4600 I Data Receipt No. Q -:I-_�?1 3 4f q, 60 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FAI M I COUNTY OF BUTTE - DEPARTMENT OF DEVEI QPMAT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 P MIT NO (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARC0. B J, 3� _^y�n�y -Y`—/\✓�Cyle+ ZONING BUILDING PERMIT L. OWNER TELEPHONE -3 SO. FT. OCC. BUILDING VALUATION . OWNERS MAIU� RAS %') (� _ �1�/:up l/!^J 7 �� MOO CONTRACTO 'S NAME J TELEPHONE CONTRACTORS MAILING ADDRESS �� CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ .d ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 3 0'0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ It.bD LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 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 ❑ Remodel ❑ Utllrbes ❑ Installation ❑ Other ❑ Describe Work: Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V R LE Main Service 20 AOR 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 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, forthe 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.) 4"' 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. % X Date y - — f'� S, nature of Applicant - ❑ Owner ❑ Ck#actor EF Agent 's An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.By Main Service TO 1 46.00 WEE200A NEW CONST. DWELLING OCCUP. SO U OR ADDNS. ( a ACC. BLDS. 3.5¢FT: H"O .R IDT MUL,,,C,T @7,50 POWER APPARATUS a SINGLE OUTLET Cw. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00BAL_ o .50 Ex. Occup. otmErrs RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ �. CONST. TYPE TOTAL FEE $ 59, DO HAZ. D IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate bove for which fees have been paid. Date PERMIT EXPIRES ON —.A0 0o Date ReceiptNo. '3953 77, 6 0 WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT T Y� T 1919-81B,E PERMIT N0. /s/42 PERMIT EXPIRES Dan Degrado OWNER Leisure Time Pools, Paradise CONTR. 44-69-38 ASSESSOR PARCEL ' 2966 Sandi Dr., lot 38, Chico t i "t LOCATION l 04 Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service JOB FI Sig J =OK. 0 = Not OK = Not Applicable MOBILEHOMES = Not Ready w MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except k's Card -BI Date Date Card -BI Date POOLS (P OK except N's 1. Zoning Requirements -Setbacks -Easements $wetbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction-Struct bility 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Con ctions-Thickness-Dead Men -Lining 4.' Electricity; MH Test -Crossovers -Breakers -Clearances 41P(+61aQ_:_ eptae+es.and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5,YjE4ee-�-PUat-ttgtting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6 EI&. -Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7, lip. -Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged A'A8EIV_-,G'rounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. ' Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9 Health Department Approval Ta& --Water S�y Test C d -BI Date - Card -BI Date � 3 Card B -I. Date Card -BI Date'- _ Card B -I Date Card -BI Date' Ca -BI ate Card -BI Date Q = OK = Not OK = Not Applicable RESIDENTIAL=(Sin.gle and Duplex) = Not Ready Date UNDERFLOOR Plans OK ecce tp's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except k's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except H's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins, Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. &Mech. Equip. Listed for Location 22. 23. Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑ Yes 73. Guard Rails & Deck Construction -Post Caps - 25. 26. 2 Appliance Circuits in Kitchen & Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes El No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes []No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. 30. Equip. Clearances; Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cord. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Date Card -BI Date MECHANICAL (Permit) OK except N's 82. Glass Protection 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic --- Card -BI Date Card -BI Date Card -BI _ Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except N's Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) _40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing _ 42. 43. 44. Hangers -Post Caps -Anchors -Connectors Cl ng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfnq. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION LAND PERMIT l ASS�5$O,R P4R�EL NUtvJBER L7L(3GP ZONlfyl�j / Iu_- BUILDING PERMIT OWNER c6M D19r IJQ TELEPHONE S0. FT. OCC. BUILDING VALUATION 0 5 iM. /2 o0 OWNER'S MAILING ADDRESS C4r,ACTOR S ?/J(//C.i�NAME TELEPHON �G�/. Cp�►�TRACT 'S MAI LI�jG,,�° DDRESS �y i� 01 % Qin 7b /�j9 eAZ)" SE (/� f-5 CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ iO-Qo Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ Qa ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee ,$ oQ J0,00 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ .OD BUILDIN ADDRESSS,.,�D/ D�i V� PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping /6 0 LOT NO. 3 7 SUBDIVISION NAME AU�aN PARCEL MAP Each qas water heater or vent 5.00 oa Gas piping system 1- 5 outlets 506 USE OF STRUCTURE �1 . SF ❑ Duplex❑ Mobilehome❑ Other BOOL �sPt% ECI FY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New 5V Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: /vfiSl� PC-ls Permit Fee $ 3Q°= Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.51) OR ADDNS. ACC. BLOGS. / 20 sq it ' CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Bus Iness and Professions Code and my license is in full force and effect. License No: � ',%? Classification (_—LS 3 - ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONSTR. I.OUTLET 2,50 ea NON•RESID BRANCH CIRC TS NEW CONSTR. /POWER APPARATUS Q (SINGLE SINGLE OUTLET CIR. Ex. OCCUp OUTLETS OR FIXTURES 50@Z5 FIXED APPLNS. OR Ex. Occup.�OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring pp iely 7.50 , IV Permit Fee $ , Contractor MECHANICAL PERMIT FiIingF 1 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating _ Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue9. against said Count in consequence of the granting of this permit. X Date �� Signature of Applicant — wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Zia TOTAL PERMIT FEE/ 3 I OCCOP. GROUP I TYPE of CONST. PARcrLJ P. ND, V/ sSu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC By 21e PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date J A O sly Q Receipt No. 5109 %D�. 5 0 5� �� -/ �r to WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -IN PECTOR. GOLDENROD-APPLICA '.`"f.'�'7'.''"r""+^(-"�"""i�'^".g.""'s*'^--�"'�""'�v`'Lti.�`�'��,ti,,,s•.-'Y'-„*c^�.. -.r_...�.H..,,�,r.�+vr.�*w-+.r....-.-.: ..,.. -. :— ... -.. o BOUNTY OF BUTTE - DEPARTMENTOFPUBLIC WORKS - BUILDING DIVISION BOUNTY CENTER DRIVE - OROVILLE, CAL.IFO,RNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET OWNER DA AJ DRA Do Proposed Building Use Permit No. p A. P. No. a_' / -6 / — 3r Permit Fee Based Upon: Complete Contract Price . ✓ DPW Valuation Other (Explain) Building Inspector Date •5 'Z7 8 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate. . . . . . . . . . 3. Complete plans in duplicate. /triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. Statement of Intent for Non -Heated and AC Buildings. ,) Letter of signature authorizatio . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. .. . 16. Mobilehome Installation Data. . . . . . . . . . . Pre-Inspec. request to (Dote) 17. Pre -Inspection for Required. Building Inspector 18. Other w When you issue the permit, process as follows: Mail to owner. _ Telephone and hold for pickup at office. Other Applicant Copy of plans sent Health Dept., Fire Dept., Other Mail to contractor. _Deliver w/inspector. Date Date During the plan checking process, the following data must be submitted prio to permit issuance: (For required items not checked above at time elica 'on circle item.) 1. Index permit for above Items No. 2. Additional items required: .. e ontractor, igner, Owner) was advised of above required data by Tel phone Mail ' Other By Date Plans checked by 00 Date Plans approved by Date Other: Copy—DPW To: li i ding Department From: Environmental'Health Subject: Sanitation Clearance It Fe-a-Vil Mon AP# owner - Plan approved for: Se.,vmge disposal. � water supply . Hold final for: wat,.r supply Final clearance O.K. for: wat4lr supply Clearance for ..e bedroom mobile home. Other. Clearance for. addition of -4- Note rnmmsa+�aaa.®o�smcs 0 .. P I EF4MIT NO. 526-80B PERMIT EXPIRES. Ryder Homes +O WNER -CONTR. owner LOCATION (A.p. 44-38-1 -port. 2966 Sandi Dr., lot 38, Almond Tree Sub, Chico 4 Temp. Power Pole Called PG&E 'V%fflvp. Elec. Serv. Call PG&E Tempi. Gas Serv. ailed PG&E JBO 0 FINALED ([fate) Si nature) (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY' OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION-RECORD ky0 Pum►'af UILDING' BUILDING (Cont'd) PLUMBING Setback 31211LO [2 Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. - Restroom Finish 2nd Floor Footings Windows 3rd Floor StemwaII Siding To out 'Slab' - Roof Shea thing Water Piping Piers Roofing J.Sewer 'Garage "' Fdn. Vents Fixtures Footings "Stemwa l l Garage Vents Insulation Water H6. Heaters Slab Carport Footings Prov. for ph sically a;...:. handicapper, Conformance of ex. structure Appliances Gas Piping8 Test Temp. Gas Slab r 'Final' "-"` "`" "'• - 'Sanitation Patio FIREPLACE Final ..,...Footings '- - Footing ELECTRICAL Masonry Walls Throat . Rough Relnf. Steel, -- - •- = Final " Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test, Water Htr. Stucco Final Subpanels ' Mesh: • MECHANICAL Grd. Fault Prot. " Scratch Heating Service Brown Cooling.:.... Temp. Pole Finish Ducts Underground . Interior Lath :Ventilation. .- ........ -- Permanent Door Closer Final Final MOBILEHOME UTILITIES ----------------------- Elec_ Service .. Elec. Pedestal - - - Water Piping Sewer Gas Piping ' OBILEHOME INSTALLA*ION - - - - - - - Support rr Elec. Continuity Water Piping Drainage Gas Piping DATE . 21 '00 0 REMARKS OR CORRECTIONS T8 P0 U ft,,IE7r_�q C0mPA0—(z)p Ta_:5-- (3�� 1�0>)2�►v� sl fD (NOTE: An entry must be made on this form each time you visit the job site.) THIS !;S TO. CMIFY THAT 1NS4'ATION NAS, BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA AMIN I STRAT IVE' CODE, TITLE YS. STATE OF CALIFORNIA, IN•THE BUILDING LOCATED AT: Almond. Tree Estates 38 Chico y Streeto um er city - EXTERIOR MALLS Manufacturer J M Thickness/Type 31,211 a Value 11 CEILINGS Batts: Manufacturer J M Thickness 711 R Value 22 Blown: Manufacturer CT Thickness % ; No. Bags 16 Mt./Bag 24 Sp. Ft. Covered 868 R Value 22 FLOORS Manufacturer Thickness/Type R Value Manufacturer Thickness/Type R Value FOUNDATION MALLS Manufacturer Thickness/Type R Value GENERAL CONTRACTOR LICENSE NUMBER By TITLE DATE INSULATION MORACTORTION LICENSE NUMBER 212461 BY / TITLE Vice Pres. DATE 7^8-80 RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT Lot 38, Almond Tree Estates. Chico (location) BUILDING PERMIT N0. A. P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge ,__ Ali] Fdn. Walls Floors N/A Walls R11 Ceiling/Roof R 2 2 Ducts Circulating Pipes APPROVED HEATER APPROVED WATER HEATER GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. BACK DAMPERED FANS INTERMITTENT IGNITION DEVICES CERT. APPPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name NI;CHDLSON INSULATION e e (please print) Signature of . Insulation Applicator. General Contractor/Owner Name Signature of General Contractor/Owner State Contractors LicQe No. ,.2124.61 ease -print) Date �� AV? State Contractors / c*' License No. 2 -16,5 y THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. r rs td UNDERFLOOR Permit bio. Plans U'. Setbacks --Easements v Soils --Foot n,s & Ste 11;--/ /. Fit Re. --Steel--Block-o lee- �`ound. o - `4. Piers --Fireplace Footng & Steel 2,01411 Plumbing--Drain- -Fall -Fittings --Wrapped in Concrete ",EAWA 42" test 6. Gas Pipe --Size & Test ' 7. Water Pipe --Test & Anchors --Regulator .8.. Electrical 9. .Plenums & Ducts--Clearance--material & Support & Insulation 10. Girders--Sills--Anchor Bolts--Joists--Vents--Cripples 11. Sion Job Card ALL OF ABOVE COM-PLETED / / EXCEPT S igned • Date ABOVE LISTED CORRECTIONS COMPLETED SIGNN JOB CARD Signed- Date: _ ;l- FRL-II%G Permit 11o. Plans 2. Sills --Proper Material and Anchors 3. Walls--Studs--Nailing & Spacing & Bracing --Plates 4. Bearing Walls over Girders & Floor Nailing 5. Draft Stop in Gialls (rat proof) 6. Fire Stops --Furred Ceilings--Stairs--Cha.,.-.es--Tub 7. Header & Beam --Size & Bearing 8. Hangers --Post Caps—Anchors—Connectors- 9. Ceiling Joists, Rafter Ties, Purlins, Roof Bracing, Trusses, Sheathing,'Roofing 10. Fireplace Ties or Type A Flue—Fireplace Throat 11. Attic Access --Size & Romex Protection 12. Bedroom Windows or Exiting_Doors--Sill Frt. & Dimensions 13. Garage Fire Protection Framing 14. Area SeDaration Walls --1 hr. Fire --2 hr. Fire 15. Ext. Doors --One 3"- Check Garage 16. Stairs --Width, Headroom, Rise, Run, Landing --Fire Protection 17.'Plywood on Roof Overhang --Attic Vents --Rafter Outriggers 18. Siding—Nailing—Veneer 19. Stucco Mesh, Drip Screed & Foundation Vents & Underfloor. Access 20. Glass Protection if required -21. Sign Job Card ALL OF ABOVE COMPLETED/ / EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED SIGN JOB CARD Signed: Date: &a o = got X = No olicable RESIDENTIAL (Single and Duplex) (bla>k) = of dea t with yet Date UNDERFL Plans OK' exe t q's Date ' FRAMIN Continued 1 Hing requirements -Setbacks -Easements roperty ewall & Opeklage_ g. lain; Soils-Steel-Elec. Grnd.- " Ftg. Depth 49. Ex ors -One 3'- tg., Garage; Soils -Steel- " Ftg. Depth - " Ft 5 myw oof Overhang -A ti ass -Ratter ers _ emwalls, Main; Steel-Blockouts-Wrapped-Slab IjAeoliemwails, Garage; Steel-Blockouts-Wrapped--Slab tucc%A4esPr rip 7. Piers- ace Fig. -Steel 54. Glazin rea-G c V.: 511 Fittings -Test -2 way C/0-Sewor Test a6!Shea`•N3f� Nails ater Pipe; Test-Anchors-Regulator-Seryice Test 12 1 or o is ots ss Card -BI Date Z rd -BI Date Card -BI Date Card -BI Date J _ _rd-BI Card -Bl Date Card -Bl Data Card-BO Date :Date FI (Plans) OK except q's Card -BI ` Date Card -BI Date Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 6. Ext. Steps -Door & Sidelight Protection -Landings moke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 59/9 room Exiting 15. Water Pipe; Test & Anchors -Nail Protection 16. O.W.V.; Test-Fttngs & Anchors -Nail Protection 17. Shower Pan; Test, First Floor -Tub Access F.1. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors Stairs & Rails 6Fireplace or Stove; Clearances -Hearth Card-Bvno Date Card -81 Date 8 . Elec. Outlets at Wood Panel; Int. & Ext.. 69r Kit. Fixt. & Appliance; Grnd.-Air Gap-Cookinq Clearance Card Date rd -BI Date Elec. Outlets & Receptacles at Kit. Counter . Gara o Fire Door; Swing -Landing -Closer Date ELECTRICAL Pertnit OK except q's A.C. Duct in Garage -Damper 2Q.�FiAiffe'&'Traneterrt� Clea ant - s. ProteCj_iAr✓ . Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Mach. Protection 2 lac. eceplacles SpacFcg--eg witctas.a1-f5'6ors 7 Plb., Elec. & Mech. Equip. Listed for Location Size Boxes & No. of Conductors -Stapled 7 Elec. Receptacles in Garage; (G.F.1.1-Romex Protec. 3. orae«-tnstaled Close to Edge of Studs & C.J. -7e.- Insulation -Foam -Looked in Attic El Yes Guard Rails &Deck Construction -Post Caps b_-"uip. nd made up w./Mech. F rs-B Water 25. 2 Appiian uits In Kitchen &Cod ize Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27 RR Circ./ ga. Cuor van Circ. ga. Cu or Al, —insulated Neutral ❑Yes El No 7a! Following in2g*. Drive es C] No; Walks Yes []No; 4OYes ❑No; Creating Drug. Problems ❑ Yes o_ 2 Gr -Main 04ftct -Planters Stucco; Brown -Finish 25IL-EtIuip. Clt antB��Paoefs-�Momrc ��� ��• =-- .C. Unit; Disconnect-Cirnces-Brkr,. & Cond. Size -115V Outlet o[hes Cl tght i Vents Above Roof; Plbg.-Appliance--Firepi -Clearance to Opngs. ater Well; Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground f8r LEE Card B-1 , -Date 04 Card -BI Date entilation throughout House Card B-1' Date Date 64Z,�ard-BI Date MECHANICAL (Permit) OK ixcept q's Glass Protection Corrections from Previous Inspections Z. a eters Tagged; Gas -Electric . Water & Sewer Connected -C/O to Grade -HD Approval C. D ns& Su 32:iV n: Exhau a Ins _ Energy Compliance Certificate -Other Certificates Siz 3 �3L__Aric s Card -BI Date rd -BI Date Card -8 Card- Date Card -BI Date Date and -BI Date Card -81 Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING (Plans) OK except q's Comments at Final: Pro atsn-,Anc 3V.rV1al�.�'rt�dB�Jailif�SP�JBFY&BraPla�-So _ - - 4 eam-Size ming _ead 4 H' est C� AnatyacetCon act s , _ 4[YCrc ersr-Rftr. ZLaV-PuffiVg Root *et -Tr_tfldg,Fitdgm/ ype 42 A21 >s;3ize & Rtie%OProtection-Dratr6i-Ins. s 4 Bdrm. cws or xttin _-Sil & Di ns ffarage mr . otection Framing �, �D R 0 0 E_ COUNTY OF BUC�L?/ DEPARTMENT OF PUBLIC WORKS/ 695 Oleander Avenue, Chico — Phone 343-4211 , Ext. 70 v 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CIARECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any questiorvpertainin9 to this COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 _ �l /'� Telephone: 534-4541 � 1 / _ y/ l J APPLICATION AND PERMIT author' epre ntatives of the County of Butte to enter upon the above- en one pro pe ty for inspection purposes. X Date ` Signature ofPermitee or Agent Receipt No. 397 33 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR QF PUBLIC WORKS BY Date .2-2- 2� Building permit expires Date Z 7., / BUILDING Owner�S SQ. FT. 0 BUILDING VALUATION d M 'lin Addre sk)L e �1 Zg(j �&' Ck S 4 Tel h e J Kd Contractor Mailing Address Fireplace 0o Total Valuation 352 N. Telephone No. Permit Fee Bui di g Address ` Plan Checking Fee&/or Penalty . � Permit Fee ItA, /`tL V „ PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each. TraD 1.50 e 8la it 0 Repair drainage or vent piping 1.50 A. P. No. y- 3 g' oning &Planning Water piping 1.50 Each gas water heater or vent 1.50 F A 's I C. Sa ti Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Par ing Parcel ans Declaration Parcel Ma p 60' R/W Im Improvements p Each additional outlet .30 Building sewer 5.00 Bldg. lane Recd Parcel 6E royal I Plans Approval Lawn sprinkler system 2.00 NEW15K, ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ OR L Main service ;$o AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Main service OVER 100 AMPs00v OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONSDWELING OR ADDNST ( ACCLBLDGS.CCUP. 4'� 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of Cal' is Business & Profe sions Code under the name style of: /i� �S NEW CONSTR MULTI.OU IR T NON.CONS ( BRANCH CIRCUITS) 12.50ea NEW CONSTR. (POWER APPARATUS S NON-RESID, SINGLE OUTLET CIR, Ex. OCCUD(OUTLETS OR FIXTIIRES 5 L� Ex. Occup.(OUTLETS FIXED APPLNS. OR \ 2 00. • OUTLETS (RESID.) EA/ Temporary service 10.00 Mobile Home Facilities 15.00 License N Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. XI have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $2,5 TOTAL PERMIT FEE / 6 - author' epre ntatives of the County of Butte to enter upon the above- en one pro pe ty for inspection purposes. X Date ` Signature ofPermitee or Agent Receipt No. 397 33 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR QF PUBLIC WORKS BY Date .2-2- 2� Building permit expires Date Z 7., / (.1V/ -33 See Master Plan on file for_ building plans. RIJ,e. 4 I3 •776 /3S.vv ✓E- . -F.—All Materials Wo�kmanshi Prl�ro . E. Good I N , Ac ordance wrescr bed forethe' Specified' use in #be of ' quality p plumbing & Machanical Codes 16W Un form Building, the,National Electrical Code. This set of plans and specifications MUST be pt on the job at all times and it is unlawful to v iof a any changes or alterations on.same without ri#en permission from the Department of Public Works, County of Butte. k �V \X ,,. A setback of 5 ft. from the property lines and a setbACk of 50ft. from the road - centerline. shall be cloOr Of structures or equipment I " BUTTE COUNTY BUILDINr nr—PARTMENT APPROVED CUT .36 . ��o T, C E- � �Srra x675 . ^COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - 0joville, California 95965 Tel ephorie: 534-4541 APPLICATION AND PERMIT (J authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 637 ./2�— Date; —/ 3 — 1-0 Signature of PermitlWor Agent Receipt No. N775— White-D.P.W. `'>lyZ75— White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS If Building permit expires Date BUILDING Owner �1/lam Q SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. Contractor L D L?L 6 Mailing Address �7X Fireplace Total Valuation (� 0 ^h Tele of phone N. Permit Fee Building Address a.9&6 S,4Jt1Q I Dp Plan Checking Fee&/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE -$3.00 Each Traa 2A0 , () L,, sJ� :3s Repair drainage or vent piping 1.50 f', / A. P. No. (-I'-1 `'M -01 C Pd� honing 8 Planning Water piping 1.50 2.00 Each gas water heater or vent 1.50 F s I WV I Sanitation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I ParcelEach I Declaration I Parcel Map 60' R/W I Improvements additional outlet .30 Building sewer 5.00 B1ZS7.-Pierrs-Rev'dParcel A roval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ • OTHER ® permit Fee $ .(xJ $ PL&; PLeMI j � 0" 52G-90 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600v OR LESS 100 AMP OR LESS 5.00 Single Family t� Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD•L 100 AMP 2.50 Main'service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONST. OR AODNS. ( ACCLBLDGS.LING CCUP.•51 20sq ft // CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: r� NEW CONSTR BRANCH CIR T NON.R ESID BRANCH CIRCUITS 12.50ea NEW CONSTR. (POWER APPARATUS B 1 NON.RESID. (SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES 5 L25 Ex. Occup.(FIXED APPLNS. OR OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No—Z;1 9;2- C Classification G Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. r -1I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ .9- 5, authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 637 ./2�— Date; —/ 3 — 1-0 Signature of PermitlWor Agent Receipt No. N775— White-D.P.W. `'>lyZ75— White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS If Building permit expires Date ,f COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Dive-;,-,OcoviIIe, California 95965 Telephbne: 534-4541 159 APPLICATION AND PERMIT 04 BUILDING 41-11 Owner [z --j2 SO. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Z'V ! 7tt7596E �) Mailing Address /"��cv- G/�* Fireplace Total Valuation C14CU pra e a. / Permit Fee Building Address S l DA Plan Checking Fee&/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 LO 7-4r 3 Q 72&rS01B C#I(Co Repair drainage or vent piping 1.50 A. P. o. yy- 39 - 01 C Pap- - oning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Wes I C. I 5aRketitr Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 aldgrP+arrs-ftc'd I Parcel Approval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER g Permit Fee $ $ ��( 1T II� g' %j2Cj gii ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600v OR LESS 100 AMP OR LESS 5.00 r-�� Single Family Duplex ❑ Mobil Home ❑ Others ❑ LY Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ( DWELING OR ADDNS. ACCLBLDGS.CCUP. 51 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: �_ C51��I JGS e NEW CO I T � BRANCH CIRCUITS . 2,50ea NEW CONSTR BRANCH CIRCUITS) NEW CONSTR. (POWER APPARATUS a)- NON -RES,D, SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTIIRES e , Ex. Occup ( FIXED APPLES, OR • OUTLETS (RESID.) EA� 2•00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification t!D -� �� Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. t'7!1 1 have placed on file with the County of Butte a certificate of L104 Workmen's Compensation Insurance. r -1I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL. No. @ FEE PERMIT FILING FEE $3.00 00 Heatin M (4.00 ,(:YJ ('5 -M-e—/ Cooling r L..`.o H-00 Ventilation Hood 2.00 G Permit Fee $ 13,E $ F C7(. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. B �-- n1 1 r �t I'.t I iSY1�a%�/Ai� Date X Ute, 3 31-36 Land Development Fee $ TOTAL PERMIT FEE $ 13 This permit is hereby issued under the applicable provisions of the Butte ounty Code and/or resolutions to do work indicated above for w ich fees have been paid. DIRECTpR OF PUBLIC WORKS n ^ .-A A v Vgnature of Par itee or Agent AI By i v Da e 308 O 0 - Receipt No. � (o 7 Z,7 (% White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Qi +de. g permit expires 61te Q f COUNTY OF BUTTE - WPARTMENT OF PUBLIC WORKS/ PERMIT NO. 7 County Center Drive - Orovillb, California 95965 - Telephone 916/534-4541 �d� APPLICATION AND PERMIT 140-4111,11-410 ASSESSO P C E Lr 4U�,101 ZONING BUILDING PERMIT OWNER - �l737r TELE PHOLN�E �7f %3 SQ. FT. OCC. BUILDING VALU ON OWNER'S MA,,fLING ADDRES - 41000, e) T K a`I �cSr NTRAC OR'S AME e J TELEPHONE 3s,3 -l7oi ONTRACTOR'S MAILING ADDRESS —,q, in CONSTRUCTION LENRER UNKNOWN Fireplace Total Valuation is LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS �' PLUMBING PERMIT Filing Fee 3.00 C n Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO. �� VISION NA / Ap� ��L�� �� /�' PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF [:1 Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New&;I--Addition [J Remodel ❑ U lilt] s ❑ Installation❑ Other E] Describe work: �L° C t �c?� �J /� �� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 OR Main service 100 AMP ORSLESS 5.00 3 Main service//EA. ADD -L too AMP 2.50 NEW CONSOR ADDNST \ACCLBLDDWELINGSC. 22 sq it 3/ez CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ®gym licensed under provisions of Chapt. 9, Div. 3 of the Business50 and Professions Code an my license is in full :fo`rce and effect. �z� f✓ / 2 License No. Classification U ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CON5TR ULTI.OUTLET 2.50 ea NO N.RESID BRANCH CIRCUITS) NEW CONSTSL POWER APPARATUS IN NON.RESID. (SINGLE OUTLET CIR. @ 25a Ex. Occup(o FIXTURES BAL@tos FIXED A POR Ex. Occup.( OUTLETS (RESID )R EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ 24 - Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. r.—i/l—have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 3.00 Heating Cooling Hood 2.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County i onsequen of Ae granting of this permit. X 0i Date Signature of Applicant — Owner ❑ ontracta vor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ OCCUP.'GROUP TYPE OF CONST. I I PARCEL PD I HD I 1550E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which ECTOR OF P By. PERMIT EXPIRES Date the applicable provi- resolutions to do es have been paid. IC WORK$ e Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT ��o�• 3�o<o3g IMPRUTTE COUNTY [IRE INCIDENT LEE INCIDENT NUMBER 14321 DATE 12/13/2005 EVENT NUMBE 14671 LOGGED B MB REPORT TIM 22:26 LOCAL FIRE NUMBE 11107 i awt i nrai Flew RO BURROW STATE FIRE NUMBER i aaf Sfafw Firw fllfrerc BI CASE NUMBER i asrcaaai! MEDICS LOCATION 2966 SANDI DR -- -- _.—.—......... ___._....__... PRA 96 ECC ❑ RP CHI PHONE NUMBER I REPORT METHO CHI LINE WILDLAND FIRES ❑ ESTIMATED ACRES STRUCTURE FIRE RESIDENTIAL OTHER FIRE a� MEDICAL AIDS PSA/OTHER HAZ MAT Billable Incident ❑ COMMENTS SMOKE SHOWING EMD ❑ OES ❑ Interesting Event ❑d $ FIRE INFORMATION FIRE INFO SENT HO EMAIL BY MB TOSTA 42 7 -DAY LOGGED INITIALS LS INCIDENT NAM SANDI START DATE 12/13/20051 START TIME DIAMOND # 5.0 CAUSE MISC LAND USE DOMESTIC ACRES TYPE OF ACRE DIAMOND 5 ONLY $ DAMAGE TYP ALL OTHER m� DOLLAR DAMAGE 10000.00 SAVE � 30000.00 INJURIES/FATALITIE ❑ _____ # CIVILIAN INJURIES 0 # CIVILIAN FATALITIES 01 # FF INJURIE 01 # FF FATALITIES 1 01 .,--� FC -40 INFORMATION ♦ New Incidenb FC -40 ❑ = DATE OF FC -40 INC r__�_ l AGENCY INC # INC P#� FC -40 COMP DATE FC -40 COMP BY County Notifications n./ EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ r -i