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024-150-048
024-150-048 06-0197 HUFF, GARY 504 HIGGINS, GRIDLEY �� Cont: RICK HYSMITH -e�7 DET GARAGE �' 024-150-048 06-0450 HUFF, GARRY 504 HIGGINS AVE, GRIDLEY CONT: OWNER DEMO-GARGAGE Bus -1218 UZ4-1_')U-U42S MISCELLANEOUS Re -Roof REROOF W/COMP 22SQ 504 HIGGINS AVE HUFF, GARRY ROBERTS, A. A. i Q 1454P - 18621' Bout iggins Ave .3A mi W. of Lark,t' . 0 Gridley Q _ Q E �Ln BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT •24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 • FAX#: (530) 538-2140 . ONLINE_PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION �. Site Address: 504 HIGGINS AVE Owner: Permit No: B08-127$ APN: 024-150-048 HUFF, GARRY Issued Date: 07/07/2008 By KEJ Permit type: 'MISCELLANEOUS 504 HIGGINS AVE Subtype: Re -Roof GRIDLEY, CA 95948. Expiration Date: 07/07/2009 Description: REROOF W/COMP 22SQ (530) 846-1301 Occupancy: Zoning: A40 Contractor Applicant: Square Footage: ROGER'S ROOFING ROGER'S ROOFING Building Garage Remdl/Addn 435 HASKELL STREET 435 HASKELL STREET GRIDLEY, CA 95948 GRIDLEY, CA 95948 Other Porch/Patio Total (530)846-4560 (530)846-4560 FEE INFORMATION ' DBMSC Re -Roofing $147.50 --LICENSED CON__T_RACTOR'S_DE_CLAR_ATION' Contractor (Name) State Contractors License No. / Class / Expires ROGER'S ROOFING 853159 / C39 / 01/31/2009 I HEREBY AFFIRM UNDER PENAL F PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Di i 'on 3 of the B iness and Professions Code, and my license is in fuand effect. X41 ll -tar 07/07/2008 Contractors Signature Date '' WORKERS' COMPENSATION DECLARATION 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I 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. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: State Fund Policy Number: 713-0022152 Fxp_ Date:12/22/2008 (This section need not be competed if the permit is for one hundred dollars ($100) or less.) 1 CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ an person in any manner so as to become subject to the Workers' Compensation Laws of Califor, and agree that if I should become subject to the workers' compensation provisions of Se on 3700 of the Labor.9ode, I shall forthwith comply with those X 61K, I _ 11__� _ /! 07/07/2008 Signature v / Date WARNING: FAILURE TO SECURE WORK RS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. `[`ANRTRIIt^TIInNI 1 FNInINC: AM=Nr-V I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ, code) Lenders Address City State Zip Balance Due: $0.00 Receipt No: B7893 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: 07/07/2008 Owners Signature Date -ILL I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal - injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I h eby acknowledge that issuance of this permit does not authorize the use or occupancy of any side k, street, or/subsidealk. I hereby authorize representatives of Butte County to enter the above me ti ned propeection purposes. I hereby certify that I am the proq owner or am aulhori ed o act on ty owners behalf. r A 07/07/2008 ❑ Owner ntractor OR; EjAgent for Owner Elgent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o '_= =�" o A FEE WILL BE REQUIRED AT TIME OFAPPLICATION C .� Website: www.buttecouno.net/dds OU N; PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All related to this application is subject to public inspection and will be posted on the County's website for electronic access. CONTRACTOR OWNER INFORMATION Last Name Address S First Nam' r` Mailing Address� �. City Fax State Zip Phone Fax Fax E-mail State License Number CONTRACTOR Name Name Address S City Stater Zip Ph ne 0 Fax E-mail Lic. #Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPL/CA T TURE X PROJECT LOCATION AN Property Address city /' / n /• PERMIT NO. �&? . 0-i BIN # WORKER'S COMPENSATION Policy Number Carrier 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. SL Sq FT- Living Garage Open Cov ❑ Structure Built without Permits r, ,-\ ❑ Proposed Change of Occupancy i< l 1 (i� ✓ �J (Note previous use): `' L For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. W 024-150-048 06-0197 HUFF, GARY ear 04 HIGGINS, GRIDLEY ,E FRS N O T E S7 ca Cont: RICK HYSMITH DET GARAGE' (530 J RES IDENTIAL APN: Permit No. Owner. . a Site Address• f Contractor. } Type of Permit: t 7 s t ' i a , -S oro 49xteta/ !ZV72 0% A�YS $ SPECIAL CONDITIONS tf le CHECKED BY Q SRA FLOOD CERTIFICATE EQUIRED f ❑ FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMIT CONDITIONS Q SUB -STANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID Q ENV HLTH CLEARANCE :t 0 ' a i DATE JOB FINALED: SIGNATUR . e A = OK MANUFACTURED HOMES MISCELLANEOUS 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 . Nat O or LPO 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 CnnctrNailing-Veneer-Stucco-Lath 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs O O Foundation 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE. ID E S -C OV E R S`C A RP O RTS `G A R A G E S L.,ZoXng-Setbacks-Easements gs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng S Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 El Ic &Trfy-Si IIs-Anchrs-Stu ds-Rftrs-Trusses 1 oof; thg-Roofing 11 teps-Doors-landings raced Wall pnis DATE IPOOLS 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; 1S volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bones-Encis rs-pnlboards4nsultn 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 0c °� ds Pool Drawing OK = Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Opth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Fig Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Fig Dpth 56 Shwr Pan; Tess, First fir -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-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test tl Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support _ 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16.lnsulation 64 Furnace -Vent Acc-Comb Air Rtrn[Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic 1�1 e mac` DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Cirnc-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 -Purli n -Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker S7.s & 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 Frplc 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 CImc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr 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 Pimb; Elec & Mech Eqp Listed for Loctn 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 [--]Yes QNo d 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb Appinc-Frplc-Clrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr Cirnc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn 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 lnspctns 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 as ❑ CU or ED AL 98 Address Posted AC Wire Sz sa ❑ CU or DAL 99 Fire Sprinkler 48 Range Circ ga ❑CU or DAL Oven Circ ga [:ICU or ❑AL Insulated Neutral ❑ Yes ❑ No e` 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clmcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector �' r /Z-- fl�oj)� I O/w b" -s TO:. Building ' ision —Development Services FROM: Environmenta Health SUBJECT- anitation Cleara ce �10 L" Owher '{ Plan Approved for: Sewage Disposal: Clearance for dwelling. Other _ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 �') [� C, & , ') (, / )cation Water Supply: Public Z/ E NY Plot Plan Attached Floor Plan Attached Sent to BD/DS OU) -/-S---V % AP# Private Welty Date I`' : 4 - O LOOMIS OFFICE O MARYSVILLE PLANT r 3243 Rippey Road 5033 Feather River Blvd. Loomis, CA 95650 Marysville, CA 95901 Phone: (916) 652-4655 Phone: (530) 743-8855 TI�U�S Fax: (916) 652-3860 Fax: (530) 743-8856 'T'russ Desigrn. Subinittal Designed By: Date: Technical Representative: Bryan Wagner January 24, 2006 Bryan Wagner All enclosed drawings are in alpha -numerical order Client `� Project Mitchells Building Supply ;Huff 22'x28' Gridley, Ca. Office Phone: Site Phone: Office Fax: Site Contact: Plan/Elevation: Floor System: O O Original Submittal Roof System•O O Complete Revision 1 O Partial Revision: Replaces individual drawings Work Order # Gar2228 0 Addition: Add. to Original Submittal 28-0 • 4i • e � r NT O . N N N N j V 1 p 25-0 Roof 11 ne 3D Lay $.OBJ S iYL.1 t h 2`4 x 40 _':ALES REP BW WO# gar1640 - DUE DATE �L D Mitchells Building Supply L�SGNR/CHKR ew / BW Date 1/24/2006 12:53 T��n �� TC Live 36.00 psf DurFac-Lbr 1.15 �I�M/„\ Loma Rica Ca. TC Dead 14.00 pef DurFac-Plt 1.15 U� I lul I U/ - \\\ `-4 Orovi 11 e Ca .. Be Live 0.00 pef O.C. Spacing : 24.0 �1 (� ��j C� BC Dead 7.00 psf Code : UBC-97' ����� Y v `�' "-� - Total 51.00 paf #Tr/hCfg : 15 / 0 Job Name: 22' s an Trusses Truss ID: H1 Q 1 BRG X -LOC REACT SIZE REQ'D 2x4 DFL #1 2x4 DFL #1 PlatinggS�sppeec -ANSI 1995 UPLIFT REACTION(S) 1 0- 1-12 1386 3.50" 1.50 2 21-10- 4 1386 3.50' 1.50" WEB 2x4 DFL STANDARD THIS DESIGa IS TFIE QTIPOSITE RESULT OF MULTIPLE LOAD CASES Support 1 -37 lb Su port 2 -37 lb �russ PLATE VALUES PER ICBO RESEARCH REPORT #1607. BR REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. IF HANGERS ARE INDICATED ON THIS ORAWING, THEY ARE WED ON 1.5" HANGER NAILS FOR This is designed using the UBS -97 Code. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes Inportance Factor = 1.00 MAX DEFLECTION (span) : L/999 MEM 7-8 (LIVE) LC 1 GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTAERS). Truss Location a Not End Zone lfir rricane/Bcean Line . No Ex�5ategorY . B L= D= T= Bldg Code: UBC -97 Bldg Lengt 28.00 ft Bldg th . 28.W ft -0.12' -0.08" -0.20" ER CRITICAL MEMBER FORCES: Mean root height - 21. �9 ft, Mph 80 TC LMP. / TENS. WR. CSI UBC Standard Occupancy, Dead Load a 12.6 psf 1-2 -2615 1.15 / 78 1.60 0.54 2-3 -2244 1.15 / 73 1.60 .47 4-5 2615 1.15 % 738 1.6060 0.54 BC COMP. WR. / TENS. WR. CSI 6-7 -33 1.60 / 2421 1.15 0.59 7-8 / 1639 1.15 0.38 8-9 -33(1.60)/ 2421 1.15 0.59 W8 COPfl. WR. / TENS. WR. CSI 2-7 -527 1.15 / 72 1.60 0.09 3-7 / 642 1.15 0.28 ' 4-8 6I2 1.60 0.09 -527(1.15)% 11-0-0 11-0-0 1 2 3 4 5 4.00 4-4 -4.00 B1 B2 W308 W.308 R:1386 R:1386 U:-37 U:-37 i 200 i 2�-0� 22-0-0 6 7 8 9 ® HOMEWOOD VVAKIVIIV L7 Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an InQrvtduai buikhrg component not truss system H has been based on sped6m0ons provided by the mnparen manufacturer and done In accordance with the =nerd versions of TPI and AFPA design standards. No responsibility is assumed for dimensional aocunracy. Dimensions are to be verified by the oor ponerd manufacturer artror building designer prim to tahrimtion. The huil6ng designer mat ascertain mthe loads utilized on mit design meet or exceed the loading inposed by the laced lxuMing code and the particular application The design assumes that the top chord N laterally, braced by the roof or flow sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless d envite Cust: Mitchells Building Supply, WO: D r i ve_T_030120 3_L0000 5_100001 Dn r : BW # LC = 16 WT : 115 # sat 9 TC Live 30.00 psf L i ve D u r L=1.15 P=1.15 U ® TRUSS noted. Bracing shown Is for lateral support of components members only to reduce budding length. This mnpwnent shall not be placed in any environment that will cause the Moisture content ofthe, "'oodtoaceed19%andror cam oomietwplate corrosion. Fatakme,Iumme in" TC Snow 0.00 psf TC Dead 14.00 psf S n owDu r L=1.15 P=1.15 Rep Mbr Bnd / Camp / Tens 4445 Northpark rk r. staraa'Jdn and among petal Reports available as outp t mom Truswal smlwar% and Ixacm sus tmss In aocerdance with the WoMn0 n7s: 'ANS/TPI1'•wrc.A1-WoodTrusscoundlotaredmsandardDesgnRespwrsibilities.'Btntl[WOOIN1P01 eaTSAFE YINIF0f vtATlorT- BC Live 0.00 psf BC Dead 7.00s f 1.15 / 1.00 / 1.00 0 C 5p a c i n 2 - 0 - 0 Colo Springs, CO 80907 P . . g TRUSPLUS 6.0 VER: T6.5.0 MM 1-03) and BM SAWARY SFFEf S by wren and Tal. The Teas Plate Institute 0711) Is located m 583 DOnohio Drive. Madison, ViIscorain53719. The Anierican Forest and Paper Association (AFPA) Is located at 11111 9th StreeL, NVV, Ste 800. VVeslilnglon. DC 2DO36. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/2 0 Job Name: 22' s an Trusses Truss ID: HG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 -bFL #1 Platingg sppeec : ANSI/TPI - 199S This truss is designed using the BC 2x4 DFL #1 THIS DESIQL IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed . YesLxportance Factor . 1.00 PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS ORAMING, Truss Location - Not End Zone Loaded for 10 PSF non -concurrent BCLL. THEY ARE WED ON 1.S" HANGER MAILS FOR Hurricane/Ocean Line - No Ex�Catego B Ma use ad nate staples for gable blocks. 1 -PLY AND 3' HANGER HAILS FOR MULTI -PLY B1 dg Length . 28.00 ft Bldg Cd a 28.00 ft BUILDING DESIGNER MUST VERIFY CABLE LOADS! GIRDERS. IF 2.5" WN NAILS ARE USED THE Mean roof height - 21. J9 ft, mph m 80 (+1 gable bracing regui red @ j8" intervals, HANGERS MUST BE RE-EVALUATED (BY OT�iERS). UBC Standard Occupancy, Dead Load = 12.6 psf 1 exposed to wind load, applied to face. PLATING BASED ON GREEN LUMBER VALUES. CP 9 I _0 9) 9 4-0-0 � 3) 11-0-0 11-0-0 1 2 3 .4 5 62 3 5 6 78 910 11 12 13 14 15910 11 12 13 14 155 4.00 4.00 3-4 FLL-0—i F�O� 22-0-0-0-0 17 16 19 200 21 � 4-00 2q - gM 259 26 27 28g 29 9 4.0.0 � ah �T—rr lob N TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT CiUrr �Dl9tes ar>d �atse raem �atesare p�R xl as gho8?&ve t 4-7-11 SHIP 0-3-13 2 0-3-13 WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply This design is for an Individual building component not truss system It has been based on specifications provided by the component manufacturer WO: Dri ve_T_0301203_L00005_300001 end done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions DS n r : BW #LC 16 WT: 138# ere to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads 9 = TC Live 30.00 psf Li veDu r L=1.15 P=1.15 HOMEWOOD ublbad on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord !s laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing is for lateral to budding length. This TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted. shown support of components members only reduce component shall not be placed in any TC Dead 14.00 psf P Re Mbr Bnd P Com / P / Tens ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector pate corrosion. Fabricate, handle, Install b carving Detail Reports' BC Live Q. 00 psf 1.15 / 1.00 / 1.00 4445 Northpark Or. and brace this truss accordance with the fonowing stardards:'�oim and available as output from Trumal software, 'ANSTPI1'•'wrcA1'- Colo Springs, CO 80907 Wood Truss Council ofAmedcaStandard Design ResponsibilHtes,BUILDINcCCIMPO ENTSAFMINFORMATION- BC Dead 7.00 psf O.C.Spacing 2- 0- 0 (BCSI 1-03) and BCS! SUMMARY SHEETS' by WTCA and TPI. The Truss Rate Institute (TPI) Is located at 583 D'Onofdo Drive, Madison, TRUS PLUS 6.0 VER: T6.5.0 wlsconsin 53719. The American Finast and Paper Association (AFPA) is located at 11n 16th Street, NW, Ste SM. Washington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 PLAN REVISION Owner's Name: Date: Contact Person & Phone N AP#: Received By: Time: PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit'Application Data Sheet Item ❑ *Engineering *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner - PlanExaminer's Name: ❑ . Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and.locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: Call and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 PLAN REVISION/RETURN Owner's Name: BP#: 1 ci Date: ' S U -b — Contact Person &Phone Number: AP#: Q (50 - Received By: Time: 3 /-� 41? , 4 PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item 0 Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner — Plan Examiner's Name: _ ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. . WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: � Minimum $54.99 Receipt ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 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. BP060197 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 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/26/2006 APN: 024-150-048-000 the Business and Professions Code, and my license is in full force and effect. License Class:_ License Number Site Address: 504 HIGGINS AVE GRI Date,�,�44�Contractor: Map Index: Description: DETACHED GARAGE (616) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the 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: HUFF, GARRY & KATHLEEN to its issuance, also requires the applicant for such permit to file a 504 HIGGINS RD signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section GRIDLEY, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95948 she is exempt therefrom and the basis for the alleged exemption. Any 846-1301 violation of Section 7031.5 by any applicant for a permit subjects the (530) 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 their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: HYSMITH CONSTRUCTION owner of property who builds or improves thereon, and who does RICK HYSMITH such work himself or herself or through his or her own employees, 5190 PENNINGTON RD provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one LIVE OAK, CA 95953 year of completion, the owner -builder will have the burden of 530-695-8784 proving that he or she did not build or improve for the purpose of sale.). O I, 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 improves thereon, Contractor: HYSMITH CONSTRUCTION and who contracts for such projects with a contractor(s) licensed RICK HYSMITH RIC HYSMIPENNITH pursuant to the Contractors' State License Law.). RD ❑ I am Exempt under Article 3 of the Business and Professions Code LIVE OAK, CA 95953 530-695-8784 Date: Owner: License #: 791117 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 . Architect: is sued. 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 umb rare: Carrier. d ���� � �/�� eq�� Total Square Ft: 616 S. F. Policy #: 7"-j Valuation: $14,784.00 ❑ 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. O Date:r Applicant: WARNING: a' re to ecure w ers' compensation coverage is unlawful, a all su ct an employer to criminal penalties and one hundred sand d liars (5100,000), in addition to the cost of l -II i compens n, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. L $ I ���� CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolufrns t o work•'ndicate abovPr[or which fees have been paid. Name: BY j /Dlate O y Address: PERMIT EXPIRES . I Date ❑ I 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 own r the my 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 substa a of any ficial form or docu County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pur oses. Print Name: Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT, $ERV,IC,E$ f 7y� BUILDING PERMIT APPLICATION �, i..s •�l .i L • AND SUBMITTAL, REQUIREMENTS'11J�, 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 -,CHICO:-(530) 891-2834. , OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website; www:buttecounty.net/dds.;• **PLEASE PRINT CLEARLY** - ,MEi CONTRACTOR Name j Address WORKER'S COMPENSATION Address* M • Zip . Fax E-mail • �Ti��ri Page W_ �J r R�ffi --- ._ 1111111 � - - ,MEi I ARCHITECTIENGINEE Name j Address WORKER'S COMPENSATION . 7 City I State Zip Phone Fax E-mail ate License Number f - ,MEi /. �I 0r U zoQWl - Flood Zone WORKER'S COMPENSATION . 7 i' • No Occ. ..", AF P3 WE Rd I � MEN 714, d WIN- OR '14 � 2 MO -1 I 401100m � For o Ic se o ,• zoQWl - Flood Zone WORKER'S COMPENSATION SRA I Yes I No Occ. LENDING AGENCY: I .. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. RP lJll1� (`1 :BIN 1$ LOCATION Property •res Ile �, C Cro s Stre WORKER'S COMPENSATION Policy Number �j Carrier.. If hiring anyone o or than aicense, con Tactors; a certificate of worker's compensation must be shown at the time of permit' issuance. LENDING AGENCY: I .. Name Address Desc 'tion or Sco f Work: �`� ; . ;r. 3 °�• .. t i Sq. Footage !r r r ❑ Structure Built wit out Permits ❑ -Proposed Change of Occupancy,,4 (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 order to renew action on an application after expiraiion, a new application,• plans and fee will be required. OVER FOR SUBMITTAL REQUIREMENTS I K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 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 workplan checked•and other depa ' ent costs are not refundable.: i , _ .,, , , r 1,--n , . 1: 7 l,_ , , Received by - T, �6, Amount: * 2.)q.q Bldg JRA i. Receipt #:'Sheriff ` , SMIP , , , , V "- Date:1-z�o Other Total REV 2-24-05 6ro(to Iq-7 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS►bN `'� F 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax -(530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Ntt F ASSESSOR PARCEL NUMBER + 2� Proposed Building Use: t{� C(`l ��C�n� Permit Technician: . t%• Date: 12�"Vii Iters required in order to apply for a peimit. All boxes MUST be checked OR marked NA in order to apply. Nri 1. Site plans,Q3 or 4 sets, signed by the preparer of the plans. 7N 2. Complete plansO3or 4 sets, signed by the preparer of the plans. 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. g 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 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 AIC 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. Letter of intent for non-residential buildings ❑� 12. Hazardous Material Form `vq 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other maining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15C)Q" . Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ .bl 17. - Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. \Z ❑ California Department of Forestry plan approval ❑ paid. Sent by: 4. lanning approval for (A) Use: (B)Parking: (C) Parcel Check: ............ G t Contact Land Development about _ Improvements, _ Drainage ........................ �*_4, NPDES Form.................................................................................... ncroachment Permit for driveway from the Public Works Dept .................... W-1 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 s3aAjiroyi oor*nt' nr and hold for pickup. I have been,infor ed of the above items and requirements for obtaining a building permit. Applicant: Date: Z 7/0 t(7 1. Index permit apblication (or the above items n mu tiered: Plan Check Letter ` 2. Additional items required Contractor, esigne owner, was advised of the above data by ❑ phone, d�nail, ❑ counter, by Cr! Date: Contractor, esigner, 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: DateV�7 Structural reviewed by Date: Structural approved by: Date Note transfer by: Date: Yellow: Building Division J BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner HUFF APN No: 024-150-048 Application Date 1/27/2006 Permit No: BP 060197 Permit Type: DETACHED GARAGE 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0_ (State Responsibility Area) Building Inspection $109.98 0 1 - $204.98 4 5 6 7 7a 8 NON-REFUNDABLE portion of fees due at application $219.96 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $219.96 y y36S I 1/27/06 Kourtni FEES (BELOW) DUE PRIOR TO ISSUANCE OF PER $331.42 Balance of Building Permit Fees (from No. 1 above) $329.94 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) $1.48 Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: Per Dwelling ac MH 3117.43 4889.56 2326.36 7633.49 7726.49 7236.49 6475.49 RECEIPT DATE Tech/Asst 0 $100.00 $200.00 � IMPAC: I rttS - KtblUtN I IAL' Applications After 2/14/05 u I Per Dwelling SFD ,> Per Dwelling MFD County 4096.87 3071.14 Chico Urban Area 5372.09 3995.45 EI Medio Fire District 3128.31 2297.77 North Chico Specific Plan SR -1, SR -3, SR-1/PD 7938.531 6757.08 R-1 � R-7 I 8031.53 7541 c;'11 6850.08 sisn nR R-3 1 6780.53 Processing Fee is automatically added to impact fee total 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# DRAINAGE FEES* 10 MASTER PLAN New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 770 Butte Creek 771 Comanche Creek 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 777 PV Ditch 792 $6,070 RECEIPT DATE Tech/Asst $8,603 L�u 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Governm nt co a Seotion 66020, you are hereby notified those Items followed by an " " may have been imposed on dour priect. You have 90 days from the date of appro I of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 Department o Public Works o C o u n t y o f 6 U t...t e a LAND DEVELOPMENT DIVISION 0 J . Michael Crump, Director storm Water Management 4rocrzrn 0 7 County Center Drive Oroville, CA 95965 Al �S (530) 538-7266 AUC WoF (FAQ 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Il Construction Storm Water Permit and Storni Water Piollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 7 ACRE Project Description: Project Location and/or Parcel Number: SC -)V ,,TC) - By signing below, L the project ownerlowner's agent, certify that this project WELL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title. Date: Butte Cou,,ity.Depart hent of-.Develop.rzler2t Sel-nces °$`'TrE° 7 County Center Drive - broville, CA 95965 0 0 (530) 538-7601 Telephone cpUN-�y° (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 1 need to submit applications for septic and/or well to Butte County Environmental Health immediately. ® 1 art required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. 1 am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building- Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other.. entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: pp CjA.PN:—Dz—q-- 153 -QApplicant Name: Building site address: `JUS -I L Permit No.: I have read, understood and accept the terms and conditions as 'expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: DATE pBTMEINT TT�o� Department ®f Public Wo.rks O 0 C o u n t y o f B u t t e O C C 7 County Center Drive OrovWe, CA 95965 c�UN�y J. Michael Crump, Director (530) 538-7681 15 (FAX)538-7171 A3(J WOR'- Shawn H. O'Brien, Assistant Director Assessors Parcel NumberL0� y % b` Dy�Bui+lding permit # Owners Name: cArru / Owners Mailing Address: �b Property Address: h� ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: F] Not a County maintained road Existing driveway conforms to County S-31 standard Other C Approved by Printed Name Z-ouiS J Z ik4 rsa, Title �f- !/ Date CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. "E'N'T PERMIT ENCROACHM. -nent of Public Works 0 �.N" County of Butte Depart '/ County Cuntc-i- Drive Orovil1c, CA 9590) Plione: (530) 538-7691 Fax; (530) 538-4356 All ii3rormition except s ntul-u lllus! or-IF.gib Y lnt�q - it M L -YE- - 0� 5 NO'1'11-'Y COUNTY 24 jj.oijl�s l3L-'j--OR.F WORK IS 1-0 BE STARTED OC 0 5& - Assossor'g Parcel U C 1,ty 0 ' N rulma wnpr Nuinber(Rmu;rcJ): Phone: rral,c.ty Address; PROPERTY OWNL work will be Nahl PC 0131% b Commc,or0 Prop" O-t,er 7 Z- AJ Addrcsu: WORK cs n Nn rmriomm BY Num6cr. =11, --i'lLpeparlmetta) _WY �? Applicant is: ❑ Property Owsicir Owiier's Agent El Conimclor [:1 011icir: 24 7" --�signcd, hereby apply to thr County of Butte for an encroaclu-ncrit permit. to do the following work underI / WE, t?le'und - or over Lke Cou4y roads and hi K Liwa s,_�I in ', co, h Courl n I( ty ordinances and general laws. y Dille Signed: Signature: 111.3a ed- Duirs of Encroariltricrit nnancut Encroachment C3 Temporary: Awn M To LOCATION Type of t Culvert Encroachment: DfivCway ERoadway Fence 0 Pipe/Pipeline 0 Sign/Billbosird El Other S;Ic I'lar No PERMIT. CONDITIONS (To be filled in by County) PERMIT is: XCRANTED E) DITNIVI) Conditioits: in complihacc with the above request, and subject to Ull lams, conditions (including those on page 2 of this permit form) Andn!cial condiiio ris written below, pertnis5iun is hereby �runled. 1. C1 Underground Scirvice, Men (U.S,A.) must be ootilIed two working days prior to any exe.1valion. 800-227-2600 2, 0 All work shall confomilo nccornpiulying: ODetail 0 Plans 0 Special Conditions 3. 0 Officr Conditions: Z!Z OL A. C - Date Expiral,on 0 16S 'a. Date: -c —d Dal- Paid /Vj% -j<-�jt4.IL"S Check P.ld f f Mike Crump, Director of Public WorIcs By: Surely: Receipt VHundUl.,Iric-': ln!;Iyc,.tcd By: Inspecilon Completed - OV LJ cullIPICI'A - Not OY For Count I I Results: 0 Additional Comments Aimched Use Only Is: 1"p—cmiiii -a c fA—xr—d'Io'an'y rl'u'n'llic-i —�vsidrs —M(l) 5 �6-4).Sfj, they call br Lel!vjl rckm.'zMM'. . .... . Poi . 996* Beg OCS s>ljom oilqnd oo av4ns eat':80 90 *2 Rew Butte County Department of Development Services 7 county Center Drive Oroville, California 95965 RE: Building Permit #06-0197-APN-024-150-048 To: Chris Tolley We were sent a letter declining a permit to rebuild a detached garage on our property. The letter states we are zoned A40;and that we cannot build within 25 feet of our property line. When we purchased this house in June 2005 it had the existing detached garage set 16 feet from the property.line. We are currently trying to tear down that existing detached garage and rebuild a brand new one on.the existing cement pad that was there at the time we purchased our property. We have .69 acres of property. We would like to know why we cannot rebuild on the existing cement pad. 1 would like:a search to be done to find out when the existing garage was built and if it had a permit to be built. If we are unable to build a new garage on the pad that is already there, we would like to know what our options are in repairing or remodeling the. existing detached garage. Thank you, Garry and Kathleen Huff 846-1301 504 Higgins Avenue Gridley, California 95948 C,v� fit- 7(.-e P UWqe �-�- rv� '- .9 1). 2a ti Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING March 7, 2006 Garry Huff 504 Higgins Avenue Gridley, CA 95948 Subject: Building Permit 06-0197 (APN 024-150-048); Detached Garage Dear Applicant/Representative: The Butte County Department of Development Services, Planning Division, has reviewed the submitted permit application, and requires the following revisions to your site plan, or information in order to continue the review (this may be for notification purposes, please see helow): ❑ Creation Deed ❑ Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ® Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ® Side Yard A-40 Zone: 25' minimum ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control . ❑ Fire Sprinklers* ❑ Notification Only — No Action Required ❑ Other: * Fire sprinklers, and the JRA setback, are not requirements jor the Planning Division approval, ana znis notification is for informational purposes, however it may be requiredfor the issuance of a building permit. The requested information, or notification, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions please contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603, or the appropriate Department/Division identified in the hand-out. k ey, Associate Planner Cc. Jerry Mitchell Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING March 7, 2006 Garry Huff 504 Higgins Avenue Gridley, CA 95948 Subject: Building Permit 06-0197 (APN 024-150-048); Detached Garage Dear Applicant/Representative: The Butte County Department of Development Services, Planning Division, has -reviewed the submitted permit application, and requires the following revisions to your site plan, or information in order to continue the review (this may be for notification purposes, please see below): ❑ Creation Deed ❑ Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ® Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ® Side Yard A-40 Zone: 25' minimum ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control ❑ Fire Sprinklers* ❑ Notification Only — No'Action Required ❑ Other: T rare sprinmers, ana the )KA setvacK, are not requirements jor the Planning Division approval, and this notification is for informational purposes, however it may be required for the issuance of a building permit. The requested information, or notification, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions please contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603, or the appropriate Department/Division identified in the hand-out. Sincerely, Chris Tolley Associate Planner Cc. Jerry Mitchell ...._.._..May 8, 2006 Jerry Mitchell 195 Washington St. Gridley, CA 95948 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Owner: Gary and Kathleen Huff Assessor Parcel Number: 024-150-048 Building Permit Number: 06-0197, Revision Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW. RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. COMMENTS: 1. Provide new sanitation and site plan approval from the Environmental Heath Department in Oroville. If you wish to discuss any of these requirements, please call (530) 538-7541. Refer to the Data Sheet for remaining non -plan check items. (You should have received this form when you applied for the permit) The counter staff will answer any questions concerning the Data Sheet. Carl Nelson Plans Examiner 1 of 1 a Butte County Department of Development Services • eu' >e, aREa N O T E S 7 County Center Drive, Oroville, CA 95965 : co • (530) 538-7601 vr+nwv.buttecottnty neUdds f RESIDENTIAL APN: Permit No. I U24-150-048 -- -_Y - 06-0450 HUFF, GARRY Site Address: a 504 HIGGINS AVE, GRIDLEY CONT: OWNER Contractor. - DEMO-GARGAGE h Type of Permit:— — — - ---- - - IRrl C.-Jayv-r 6e;4e SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY ' USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE " DATE JOB FINALED: SIGNATURE: ,s CHECKED BY I +=OK MANUFACTURED HOMES MISCELLANEOUS DATE Lj PERMANENT FOUNDATION Lj SOFT -SET I 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 . Nat ❑ or LP❑ 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 -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E C K S'C O V E R S`C A R P O R T S `G A R A G E S 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 pnis ' °'o ° °mss DATE P 0-0 L 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; IS volts-GF1 6 Elec Encisrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w15'-Crcltng Eqp-Htr -8 Elec Grndng; Eqp w1S' Crcltng Eqp-Pool Ightg B6xes-Enclsrs-pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide 1c A S` 41 Pool Drawing OK Not OK RESIDENTIAL (Sing(& & Duplex) UNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped- 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1.1 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16. Insulation ' DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SlryLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or DAL AC Wire Sz sp ❑ CU or D AL 48 Range Circ ga 0 CU or AL Oven Circ ga D CU or DAL Insu lated Neutral DYes DNo 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cimrs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector UHit PLUMBING 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd flr - Tub-Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE IMECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air RtrnIVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic P `mac` O'er p p O DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Apptnc; Grnd-Air-Gap-Cooking Clime 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Lottn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters DYes DNo 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Apptnc-Frplc-Clrnc tc Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler 0` O'er 0 BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24.HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) BP060450 OFFICE #: (530) 538-7541 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 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/27/2006 APN: 024-150-048-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 504 HIGGINS AVE GRI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt'from the Description: DEMOLISH GARAGE 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: HUFF, GARRY AND KATHLEEN to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section HIGGINS RD 7000) of Division 3 of the Business and Professions Code) or that he or .504 GRIDLEY, CA 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 95948 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 their I 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 owner of property who builds or improves thereon, and who does Applicant: HUFF, CARRY AND KATHLEEN such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or Improvements are sold within one 504 HIGGINS RD year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of GRIDLEY, CA sale.). 95948 ❑ I, 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 improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: El am Exempt under Article 3 of the Business and Professions o e Date: 6wOwne . 10 bs Ha, 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 License #: 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 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: #: �Policy Lyl I certify that in the performance of the work for which this permit.is Total Square Ft: 0 S.F. issued, I shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. ' 0 Date: O� vJ Applicant' ,— WARNING: • Failure to 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 h reby 0—ed under the applicable provisions of the Butte County Cade 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.) Resolutio o indicat above for which fees have been paid. � �� performance Name: BY Date: C%� PERMIT EXPIRES N• Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 26505, 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 ofButte County to enter upon the above mentioned property for inspection purposes. Print Name: �� ` e 1 ` t''er--% Signatur ' �1 0 Date: C7� �( Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) BP060450 OFFICE #: (530) 538-7541 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 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/27/2006 APN: 024-150-048-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address' • 504 HIGGINS AVE GRI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: DEMOLISH GARAGE 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: HUFF, GARRY AND KATHLEEN to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 504 HIGGINS RD 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any GRIDLEY, CA violation of Section 7031.5 by any applicant for a permit subjects the 95948 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 their sole compensation, will do the work, avid 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 owner of property who builds or improves thereon, and who does Applicant: HUFF, GARRY AND KATHLEEN such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 504 HIGGINS RD year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of GRIDLEY, CA sale.). 95948 ❑ I, 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 improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the Business and Professions ode Date: Owne . 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 License #: Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: #: `Policy l I certify that in the performance of the work for which this permit.is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. a�p • 0 Date: Applicany4al g, WARNING: Failure to 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. ��� � �� �• � � f CONSTRUCTION LENDING AGENCY This permit is hereby 'A' ued 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 this is issued (Sec 3097 Civ.) Resolutio o indicat above for which fees have been paid. � performance which permit n ' 6I Name: . y' �f Q Address: PERMIT EXPIRES N• P / / 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: [ .1�\� P.1�\ 1'7`I Signalur . M w., 1 0 Date: ,O�/'nC, �j Owner Cl Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 O U BUTTE COUNTY 0 DEPARTMENT OF DEVELOPMENT SERVICES C BUILDING -PERMIT APPLICATION C AND- SUBMITTAL REQUIREMENTS p 24 HOUR INSPECTIONC OROV[LLE: (530) 538-7636 - CHICO: (530) 891-2834 O OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY"' OWNER INFORMATION Last Name �"-T t t v (l — T IF irst Name �� Address City (.f State L� Zip 9599K Phone D Ljl ('J'— _ u 1 Fax E-mail APPLICANT FORMATION CONTRACTOR Name ` Address Zip City U to Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT FORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State . Zip Phone Map Book Fax " Email Planner State License Number APPLICANT FORMATION Name •, iJy Address City State Zip Phone Fax E-mail APPLICANT S! ATURE For office use only: Zoning Pr e � A dr 'I c 94�' Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT 0. BP:- BIN P:-BIN ff PROJECT LOCATION) AP# Qat j . ` J 0- Pr e � A dr 'I c 94�' City Cross Street WORKER'S COMPENSATION - Policy Number Carrier. 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: 24 Sq FT- Living Garage Open Cov ❑ 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 order 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. Receive. b : Amount: Bldg NJ SRA Receipt #:.� Sheriff SMIP Date Other Total Demolition Permits Asbestos Notification Statement Date AP# Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form: "19827.5. A demolition permit shall not be issued`by any city, county, city and county, or state and local agency which is authorized to issue demolition,permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or- the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant OR I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this demolition project. Signature of ppl cant 2/19/91 A. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the,major labor and material for construction of this proposed property im rovement: YES [. NO [ ]. 2. I HAVE [ X] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS- PHONE: DDRESS:PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK PROPERTY DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832. of the California Health and Safety Code. This verification must. be completed and returned to our office before we are permitted to issue the permit. Rev'd11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 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Box 1038 Gridley, CA 95948 Owner: Greg Huff Address: 504 Hicjgn5 Ave. Gridley, CA 95948 Drawn by: Keen Drafting Service Date: I - 18 -OG Page d ' m 4X12 FLOOR PLAN SCALE: 3/1 G"= 1'-0" - _._...... 4.' Th1ICK_SLAB..........;..,....... . 12" X 12" FOOTING " G X G X I O X 10 REME5H ` 1/2" REBAR 2 RUNS i ENVIRONMENTAL HEALTH JAN 2 7 20g6 1 COUNTY CENTER DRIVE BUILDING DIVISION APPROVED Jerry Mitchell Mitchell's Building Materials Warehouse P.O. Box 1038 Gridley, CA 95948 Owner: Greg Huff Address: 504 Hicjgn5 Ave. Gridley, CA 95948 Drawn by: Keen Drafting Service Date: I - 18 -OG Page i ..... 4X12 O N 1/2" x 10" ANCHOR 5OLT5 GO.C. `r O x� W/ 2"X2"X3/ 1 G" 5Q. WA5HER5, 12" FROM ENDS AND JOINTS OR L15f /5r 51MP5ON MA5 FOUNDATION ANCHORS @5' O.C. Q 7 4, 4 qSDETAIL I SEE DETAIL I q BRACED WALL PANEL TO BE 7/1 G" q BUTTE COUNTYI GX7 SECTIONAL DOOR , 4X8 LP SMART BOARD W/8d@G: 12 BUILDING ®IV`SIO �l VE1 3 1/2" X 12" GLB 3' 13 APPROVE( 3' `I G' 3' FLOOR PLAN SCALE: 311 G"= P-0" 4" THICK SLAB 12" X 12" FOOTING "GXGX IOX IOREMESH " 1/2" REBAR 2 RUNS Jerry Mitchell Mitchell's Buildincg Materials Warehouse P.O. Box 1038 Gridley, CA 95.948 Owner: Greg Huff Address: 504 Higgins Ave. Gridley, CA 95948 Drawn by: Keen Drafting Service Date: I - 18 -OG Page -�� C-7 ��y O N 1/2" x 10" ANCHOR BOLTS G' O.C. `r o W/ 2"X2"X3/ 1 G" 5Q. WASHERS, 12" FROM ENDS AND JOINTS OR USE 51MP5ON MAS FOUNDATION ANCH0R5 @5' O.C. 4' 4' tt n SEE DETAIL I SEE DETAIL I nBRACED WALL PANEL TO BE 7/1 G" 4'X8' LP SMART BOARD W/8d@G:12 I GX7 SECTIONAL DOOR n 3' s 3 1/2" X 12" GI -15 3' a 3' '10 3' FLOOR PLAN SCALE: 3/1 G"= P-0" 4" THICK SLAB 12" X 12" FOOTING 'GXGX IOX IOREMESH 1/2" REBAR 2 RUNS BUTTE COUN-rY BUILDING DIVISION APP./' DG Jerry Mitchell Mitchell's Budding Materials Warehouse P.O. 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WASHERS, 12 FROM ENDS AND JOINTS OR USE 4' 51MP50N MAS FOUNDATION ANCHORS @5' O.C. �t A SEE DETAIL I SEE DETAIL I 4 A BRACED WALL PANEL TO BE 7/1 G" I GX7 SECTIONAL DOOR . 4'X8' LP SMART BOARD W/8d@G: 12 3 s 3 112"X 1 2" GLB 3' B 3' 1 G �3' FLOOR PLAN SCALE: 3/1 G"= P-0" 4" THICK SLAB 12" X 12" FOOTING ' G X G X 10 X 10 REME5H ' 1/2" REBAR 2 RUNS JerKy Machell Mitchell'5 Buildin Materials Warehouse P.O. f3bxX1038 Gridley, CA 95948 Owner: Greg Huff Address: 504 HicgcJin5 Ave. Gridley, CA 95948 Drawn by: Keen Drafting Service Date: I - 18 -OG Page OVERLAP T.P. @ CORNERS 2X4 TRIMMER TYP 2X4 P.T. SILL PLATE FIN. GRADE 2X,G�RA R5 12 @ d6� 4 30 YR. ELK DIMENSIONAL ROOFING O/ .2,X5-W/AtL—T•P 5 15# FELT 0/ 7/1 G" 05B @--4- " O 4 ----2X BLOCKING 4X.1 2 4X 12 51DING NAILING: 8d HD GALV. 4" CORNER5, 8" JOINTS, 12 FIELD 5HEARWALU ROOF NAILING: 8d HD GALV. G"EDGE5, 12" FIELD TYPICAL SECTION FOAMING SCALE: 114"= 1'-0" Z/ 2X4 @ I G" O.C. 2X4 P.T. 51LL 112"0 X 10" FDT BOLT @ G' O.C. W/2"X2"X3/ 1 G" 5TL. PLT. WA5HER z =1 I I-1 I I 4 =1 I I-1 I I FILL #4 REBAR CONT. N Fc=2500 psl 2" MIN. FOUNDATION DETAIL SCALE: I"= P-0" DBL. T.P. 2X4@ I G" O.C. CONCRETE FOUNDATION er Mitchell Mitchell's incg Materials Warehouse P.O. Box 1035 Gridley, CA 95948 Owner: Greg Huff Address: 504 Higgins Ave. Gridley, CA 95948 Drawn by: Keen Drafting 5ervice Date: I - 15 -OG Page pf 2'-8" MIN. i 2X 50LID BLK'G @ 5HEATHING JNT5. (ORIENT FACE TO 5HTH'G) 10' 3/8" 05B 5HEAR ONE SIDE MAX NAIL W/8d G" EDGES, 12" FIELD 4X4 P.T. P05T 2X P.T. SILL 51MP50N PHD2 W/ 55TB I G BOLTS OR EQ. n <r d t, . #4 REBAR 12" WIDE X 12 DP. CONCRETE FOOTING MIN. 112"0' ANCHOR BOLT W/ MIN. 7" EMBEDMENT B BRACED WALL PANEL SCALE: NONE ,VAf -Mitchell Mitchell'5 Buirdiing Materials Warehouse P.O. Box 1038 . Gridley, CA 95948 Owner: , Greg buff - Addre55: 504 Hicgcgm5 Ave. Gridley, CA 95948 Drawn by: Keen Drafting Service Date: I - 18 -OG Page 3 J J � — d 2XG@, - FTERS IN 2XSCR®SS'�I'ES @ 4' O.C. 2X4 OUTRIGGERS @ 4' O.C. TYP 7/1 G" OSB SHEATHING NAILED O SIMPSON H2.5 CLIP OR EQ. @ EA. RAFTER TO TOP PLATE. W/8d@G:G: 12 OVER 15# FELT ROOF PLAN - SCALE: 3/1 G"= 1'-0" � ry,�inwticneu Mitchell' Bu , , g Materials Warehouse Box 1038 Gridley, CA 95948 Owner: Greg Huff Address: 504 "Hicjcjms Ave. Gridley, CA 95948 Drawn by: Keen Drafting Service Date: I - 18 -OG Page v4. I 2 R DG BE W 'x' .X - 2X4 OUTRIGGERS @ 4' O.C. TYP 7/1 G" OSB SHEATHING NAILED O SIMPSON H2.5 CLIP OR EQ. @ EA. RAFTER TO TOP PLATE. W/8d@G:G: 12 OVER 15# FELT ROOF PLAN - SCALE: 3/1 G"= 1'-0" � ry,�inwticneu Mitchell' Bu , , g Materials Warehouse Box 1038 Gridley, CA 95948 Owner: Greg Huff Address: 504 "Hicjcjms Ave. Gridley, CA 95948 Drawn by: Keen Drafting Service Date: I - 18 -OG Page v4. FIN. GRADI • FIN. GR LEFT ELEVATION 1 All \/ 1 0 it FRONT ELEVATION IN. GRADE RIGHT ELEVATION FINISH GRADE TO 2% SLOPE FOR 5' FEET AWAY FROM ENTIRE STRUCTURE SCALE: 3/1 G"= P -O" BACK ELEVATION GRADE-� Jer itchell Mitchell 's wilding Materials Warehouse O. Box 1038 Gridley, CA 95948 Owner: Greg huff Address: 504 Higgins Ave. Gridley, CA 95948 Drawn by: Keen Drafting Service Date: I- 18 -OG Page 'U N 1/2" x 10" ANCHOR BOLTS G' O.C. `r o W/ 2"X2"X3/ 1 G" 5Q. WASHERS, 12" FROM ENDS AND JOINTS OR USE 51MP50N MAS FOUNDATION ANCHORS @5'0.C-. 4' 4 `t A SEE DETAIL I SEE DETAIL I A BRACED WALL PANEL TO BE 7/1 G" 4'X8' LP 1 6X7 SECTIONAL DOOR SMART BOARD W/Sd@G: 12 3' B 3 1/2" X 12" GLB 3' B 3' `1 G' 3' FLOOR PLAN SCALE: 3/1 G"= I'-0" " 4" THICK SLAB 12" X 12" FOOTING "GXGX IOX IOREMESH 1/2" REBAR 2 RUNS _r o-1 ?7 BUTTE COUNTY \BUILDING DIVIStON!, APP C)VE® Jerry MiII Mitchell's Building Materials Warehouse P.O. 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APP . ..... .................... .............. ......................... ............. ................... ............. ................... ------- - ------- --------- - Assessoes Parcel N rnber. [�fl 5;1- - F/ I � Fol Fol [A Ma -i Scale: 1 Owner Name p- U a6l Address / Phone No. iVA-0f.- SiteLocation C 5'09� FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres A nn" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: Designed By: Date: Technical Representative: Bryan Wagner April 14,2005 Bryan ,Wagner * All enclosed drawings are in alpha -numerical order Client Mitchells Building Supply Office Phone: Office Pax: Site Phone: Site Corltact: Project Huff 16'x36' Gridley, Ca. Plan/Elevation: [ Floor System: �01 O Original Submittal S - FIA [ Roof System O O Complete Revision, ILI O Partial Revision: Replaces individual drawings iou Work Order # 0301203 i1�,F�iK,Y L , h,,�0 Addition: Add to Original Submittal t 36-0 PP O r- 36-0 1 - T;� �1-1 f f J-6 3 6 , SALES REP BW WO# gar1640 Roof 11ne 3D Lay DUE DATE r _ aD DSGNR/CHKR BW / BW Date 9/13/2006 11:32 Q Mitche=_lls 'Building Supply -- TC Live 16.00 psf DurFac-Lbr 1.25 Gridlf=_y Ca. TC Dead 14.00 psf 1.25 A Orot•i_Lle Ca. BC Live O.00 psf O.C.DurFac-Plt aci O.C. Spacing 24.0 BC Dead 7.00 psf Code UBC -97 ����� Systems - Total r 37:00 psf--,,, #Tr/#Cfg 19 / 0 - �3� LTA ks a��" I f.k 7-6-0 6-6-0 6-6-0 7-6-0 7-6-0 14-0-0 20-6-0 28-0-0 14-0-0 14-0-0 1 2 3 4 .5 4.00 4.00 4-5 1.5-3 1.5-3 t 4-11I �2.5-1-13 5-7-11 .5-10I SHIP 111 x = Il 0-3-13 3-4 5-6 0-3-13 61 E12 00:308 W:308 R:1464 R:1464 U:-31 U: 31 28-0-0 6 7 8 9 10-0-0 8-0-0 10-0-0 10-0-0 18-0-0 28-0-0 Job Name: 28'x 50' Building Truss ID: C1 Qty: 17 WARN) GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Bu'i i di ng Supply Br":G X -LOC REACT SIZE REQ'D TC 2x4 DFL 81 & {tr. Platingg sppe��c : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTION(5) Support 1 -31 16 WO: Drive-T_0301203_L00005_100001 - {C 2X4 DFL'81 6 Gtr. 1 0- 1-12 1464 3.50' 1.56" WE{ 2x4 DFL STANDARD MULTIPLE LOAD USES. Support ,2 -31 lb This truss is designed, using the 2 27-10- 4 1464 3.50" 1.56" PLATE VALUES PER IC90 RESEARCH REPORT 81607. 6RG REQUIREMENTS shown are bated ONLY Loaded for 10 PSF non -concurrent 1CLL. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE LASED ON 1.5" HANGER NAILS FOR USC -97 Code. - Bldg Enclosed =Yes, Importance Factor = 1.00 •- on the truss material at each bearing Permanent bracing is required (by others) to 1 -PLY AND 3" HANGER NAILS FOR MULTI FLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE End ZonExp,Categoryy S Hurri is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing midirectly attached, unless otherwise TC Snow 0.00 psf MAX DEFLECTION (s an) prevent rotation/toppling. SSee SCSI 1-03 P and ANSI/TRI 1. 1 HANGERS MUST BE RE-EVALUATED (BY OT(IERS).- -, PLATING WED ON GREEN LUMBER VALUES. cine%Ocein Line = 9ldg Length = 36.00 ft Sid, �rlidth - 16 00 ft noted.. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any TC Dead 14.00 psf - L/592 MEM 7-E (LIVE) LC L---0.56" D= -0.13 T= -0.69" -- Mean root hen ht = 22.49 ft, rrph = 80 U{C Standard Sccu ancyy, Dead Lad = 12.6 psf - ----- 81 DESIGN LOADS ---------------- - 6C Live 0.00 psf CRITICAL MEMBER FORCES - TC COM►.DUR.)/ TENS. (((DUR. CSI - TC- - ----------LOAD CASE Dir li L.Loc Ralf R Loc 'LL/TL and brace this truss in accordance with the following standards:' Joint and Cutting Detail Reports' available as output from rmswal software, 'ANSIlTPI 1', 9rVTCA 1'- Wood Thus Council of America Standard Design Responsibilities,'BUILDW.CCN.'aJFsfl- SAFETY INFORK4AT1011- BC Dead 7.00 psf 1-2 '--33761.25)/ - -7i{1.603 0.50 - TC Vert 74.00 - 2- 0- 0 74.00 0 0 0 0.43 2 3 -30401.25 / 71 1. GO 0.40 3 4 -30391.25 / 71 1.60 0.40 . TC Vert 60.00 0- 0- 0 60.00 29 0 0 TC Vert 74.00 2E-'0- 0 74.00 30 0 0 0.53 0.43 Bldg Code: UBC -97 4-S -337611.25 / - 7i 1.60 0.50 RC Vert 14.00 0- 0- 0 14.00 10- 0- 0 0.00 ( sC COMR. WR.)/TENS. (WR. CSi 0.81 314E 1.25 CS - -{C Vert 14.00 10- 0- 0 14.00 It- 0- 0 SC Vert 14.00 1R- 0- 0 14.00 28- 0- 0 0.03 0.00 _9 6-7 -24(1.60)/ 7-i /- '.2156(((((1.25 83 8-9 -24(1.60)/ 3147(1.25 0.87 - Wf TENS. ((((((WR.)))))) CSI - i9 1.60) 0.11 - - 2-7 -449(1.25)/ 3-7 / 1002 1.25 0.41 1002 1.25 0.41 3-8 / 4-8 -449(1.25)/ d9 1.60 0.11 - 7-6-0 6-6-0 6-6-0 7-6-0 7-6-0 14-0-0 20-6-0 28-0-0 14-0-0 14-0-0 1 2 3 4 .5 4.00 4.00 4-5 1.5-3 1.5-3 t 4-11I �2.5-1-13 5-7-11 .5-10I SHIP 111 x = Il 0-3-13 3-4 5-6 0-3-13 61 E12 00:308 W:308 R:1464 R:1464 U:-31 U: 31 28-0-0 6 7 8 9 10-0-0 8-0-0 10-0-0 10-0-0 18-0-0 28-0-0 i1} � [��� r) T -Fru I �S stems ��tes re20 a, unlesss" t b "18 (�18�jga 'H"(jS� 9abge stud late. to a�i�'oTRaion4�per J int petlils � e�ort. � 4/13/2006 Cirr e p fes a ase name pates are p. ttlon ass a ve. p vnt swc�ura pia es o staple . WARN) GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchells Bu'i i di ng Supply This design is for an individual building component not truss system. it has been bused on specifications provided by the component manufacturer WO: Drive-T_0301203_L00005_100001 and done in accordance with the currend versions of TPI and AFPAdesign standards. W responsibility is assumed for dimensional accuracy. Dimensions Ds g n r : BW $ LC = 16 WT: 145# - are to be verified by the component manufacturer ardor building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf L i ve D u r L=1.2 5 P=1.2 5 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord HOMEWOOD is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing midirectly attached, unless otherwise TC Snow 0.00 psf S n owD u r L=1.15 P=1.15 - noted.. Bracing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any TC Dead 14.00 psf - Rep Mbr Brill / Comp / Tens TRUSS environment that will cause the moisture content ofthe wood to "Deed 19% andlor cause connector plate corrosion. Fabricate, handle, install 6C Live 0.00 psf 1.15 / 1.00 / 1.00 4445. Northpark Dr. and brace this truss in accordance with the following standards:' Joint and Cutting Detail Reports' available as output from rmswal software, 'ANSIlTPI 1', 9rVTCA 1'- Wood Thus Council of America Standard Design Responsibilities,'BUILDW.CCN.'aJFsfl- SAFETY INFORK4AT1011- BC Dead 7.00 psf O.C.Spaci ng 2- 0- 0 Colo Springs, CO 80907 (SCSI 1-03) and'BCSI SUNTMRY SHEETS by V TCA and TPI. The Truss Plate Institute (TPI) is located at 513 D'Oni Drive, Madison, . TRUSPLUS 6.0 VER: T6.5.2 VAsconsin53719.TheAmericanForestandPaperAssociation(AFPA)islocatedat111119thStreet,NW,Ste100,VVashington,DC20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/2 i1} � [��� r) Job lyame: 28'x 50' Building CRITICAL MEMBER FORCES: TC 2x4 DFL 81 RCL 2x4 DFL DFL STANDARD ANDARD PLATE VALUES PER ICBO RESEARCH REPORT 81607. Loaded for 10 PSF non -concurrent BCLL. > - - May use adeqGuate staples for gable blocks. BUILDING DESIGNER MUST VERIFY GABLE LOADS! [+1 gable bracing re ui red B Si" intervals, if ex sed to wind �oad applied to face. - See neral Gable Details', 0002065035. Truss ID: CG Plating spec :ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE L45ED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY - GIRDERS. IF 2.5' GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED 65Y WERS). PLATING RASED ON GREEN LUMBER VALUES. _ Qtv: 1 This truss is designed using the - UBC-97Code. - Bldg Enclosed = Yes, Importance Factor = 1.00 Truss (Location = Not End Zone Bldg Leneihcc�36.00 ft, Bldgx�lidthegorY6.00 ft Meanroot height = 22.49ft, mph = t0 UBC Standard Occupancy, Dead Load = 12.6 psf WARNINGRead all notes on this sheet And give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer - W0: Drive T_0301.203_L00005-J00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions O o ato be verified by the component manufacturer and/or building designer priorto fabrication. The building designer must ascertain that the loads n TC Li Ve 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEw00D utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or Floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise t f 4. noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any - TC Dead 14-00 psf Rep Mb r Bnd / Comp / Tens TRUSSR USS that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install from Truswal BC Live 0.00 psf 1.15 / 1.00 / 1.00 .444$ Northpark Dr. and brace this truss in accordance with the following standands:'Joint and Cutting Detail Reports' available as output software, 'ANSVIPII',VVrCA1'-WoodTrussCouncil ofAmericaStandard DesignResponsibilHies,'BUILDINGCOMPONFMSAFETY INFORMATION'- BC Dead 7.00 psf O.C.Spaeing 2- 0- 0 Colo Springs, CO 80907 4-0-0 ' TRUSPLUS 6.0 VER: T6.5.2 (BCSI 1-03) and'BCSI SUMMARY SHEETS! by WFCA and TPI. The Truss Plate Institute C1PU is located at 583 ITOnofrio Drive, Madison, - Wsconsin53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 N N -0 r 1 2 3 4 5 6 7 `8 91011 12 13 14.15 16 17 18 19 s .'.4.00 .4.00 3-4 4-11-13 21 2.5-6 2.5-6 x p-3-13 S=4-5 3 2� 0 28-0-0 _ 20 21 22 23 24 25 •26 27 28`o29 30 .313313 34 35,36 37o 38 0 4 C5 C5 - 4-0-0 v TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT - - T--1 Cvetemc Plotec ore )n no -i... ch... by "lANIA nn 1 "W"M1A no 1 nr "%AYWMAAIAY grr no 1 -iti-d roc rnint rlm.ai P-rl - Qtv: 1 This truss is designed using the - UBC-97Code. - Bldg Enclosed = Yes, Importance Factor = 1.00 Truss (Location = Not End Zone Bldg Leneihcc�36.00 ft, Bldgx�lidthegorY6.00 ft Meanroot height = 22.49ft, mph = t0 UBC Standard Occupancy, Dead Load = 12.6 psf f `' �_ i # � .. i i' I _ _ I� WARNINGRead all notes on this sheet And give a copy of it to the Erecting Contractor. Cust: Mitchells Building Supply This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer - W0: Drive T_0301.203_L00005-J00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DSgnr' BW _ SLC = 16 WT' 1E9# _ !/JIIC\111/SIL\� ato be verified by the component manufacturer and/or building designer priorto fabrication. The building designer must ascertain that the loads n TC Li Ve 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEw00D utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or Floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0. 00 psf SnowDu r L=1.15 P=1.15 D f environment noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any - TC Dead 14-00 psf Rep Mb r Bnd / Comp / Tens TRUSSR USS that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install from Truswal BC Live 0.00 psf 1.15 / 1.00 / 1.00 .444$ Northpark Dr. and brace this truss in accordance with the following standands:'Joint and Cutting Detail Reports' available as output software, 'ANSVIPII',VVrCA1'-WoodTrussCouncil ofAmericaStandard DesignResponsibilHies,'BUILDINGCOMPONFMSAFETY INFORMATION'- BC Dead 7.00 psf O.C.Spaeing 2- 0- 0 Colo Springs, CO 80907 ' TRUSPLUS 6.0 VER: T6.5.2 (BCSI 1-03) and'BCSI SUMMARY SHEETS! by WFCA and TPI. The Truss Plate Institute C1PU is located at 583 ITOnofrio Drive, Madison, - Wsconsin53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 f `' �_ i # � .. i i' I _ _ I� SITE PLAN ............ ...... ...... .............. ............. ...... ...... ............ ....... ........... ...... ............. .......................... ...... ............ ............ ...... ................. .......... ---- ....... ....... * ...... ................... ................... ...... ............. ..... ..... ..................... ...... .................... ..... .............. I ..... ..... I ...... ............. ...... ...... ............ ..................... ............................ ...... * ............. ............. ...... ....... 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