Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
063-170-007
63-17-7 ' of Tim Hanna + W/S pri.dilk), o t., He Way, apP z mi.DT.0 p 1q.tX{� c contr: Nelson & Hughes,•/Chico Permit #6 ; , )F/? gle family) ..�� _ 63-17-7 NTA PEDROYA en pri dr, off NW/S Heidi Way, 1000' NE fro inters Nopel Ave & Heidi Way,FR Contr: MCkDonald Const, Magalia Permit#181 84P,E(util, MH) ELEC VbA1, ,pelf - to E&A-1 COMPACTION ST REQ �__ SUPPORT .. RUCTURE REQ AfQ 63-17-07 KA SCHAEC14TERLE SP 7rmit#2441-84MHI (for 1814-84) sued . _�, 7j." * - 063-170-007 MARPLE, RODNEY 06-1174 4767 HEIDI WAY, CHICO Cont: REDLINE INSTALLATION MIH PERM FND (NEW) . 21,, -07 063-170-007 06-1175 MARPLE, CHERYL 4767 HEIDI WAY, FOREST RANCH Cont: REDLINE INSTALLATp GARAGE -ATTACHED �V� 7 063-170-007 06-1174 NIARPLE, RODNEY FO2�S"I t 4767 HEIDI WAY GH4eO -rF MOTES g:a Cont: REDLINE INSTALLATION \,I fH PERM FND (NEW) RESIDENTIAL APN* Permit No. Owner Site Address: Contractor. R, Type of Permit. • t ` OFFICE COPY 4� Address 14e I ' = � �Dr�S� � r►G� r GAS ' ', Meter By %� e&,kyr_ ��Datb/ ELECTRIC �C_ z • "" � Meter By Date � // -75- &Wfe .y /SPECIAL CONDITIONS i, / CHECKED BY ' g� e> FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER_ ENCROACHMENT PERMIT ,f2EINSPECTION FEE PAID 4W HLTH CLEARANCE e> Manufacturer I Date of Manufacture Serial Number(s) HUD Number(s) 1 _ - DATE JOB.FINALEEDD: (�(�2Ko — (OL @A�p SIGNATURE: . = OK , n =Not OK ,�•• ' MANUFACTURED HOMES DATE I PERMANENT FOUNDATION LJ SOFT -SET Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FalUC/O-Concrete 4 Wtr' Loctn-Test-Easement Needed -Regulator ��;��Loctn-Clrncs-Grnd QrF0 Amp -Concrete bra Gas; Loctn-Test-Wrap . Nat Q or LP(�r Inch Sz 2_0 Ft Lngth� Xckn;W_;.Sz-Spacing-Marriage Line s est-Demand-Valve-Cnnctr 1.�3 , 6:1S ec MH Cntn6 Test -Cross ` - reakers-Clrncs 10. Drain; MH Test- a - lex Cnnctr 11 WWttr & Sewer Connected -CIO to Grade t2'G and-lectricityTagged to ns 0 Foundation its 1,'5 Cert of Occupancy 1�ftJD LabeUlnsignia Numbers Serial Numbers OriC7051(9r- 4-17 MI S C E L L A N E 0 U S 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-DFI 6 Elec Enclsrs; Conduit Entries Terminats-Listed 7 Elec Bonding; Metal w/5'-Drcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcl ng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl i 10 Plmb; Cir Test Wtr Supply Test } 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide r � f Drawing DATE IDECKS-C0VERS`CARP0RTS`GARAGES 1 Zoning -Setbacks -Easements _ 2 Ftg3; Soils-Sz-0pthSpacing-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-Enclsrs _j ! 6 Carports; Wndws-Doors } 7 Electric �. 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Hailing -Veneer -Stucco -Lath _1 j 10 Roof, Shthg-Roofing 11 Ext; Steps -Doors -Landings f 12 Braced Wall pnls a 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-DFI 6 Elec Enclsrs; Conduit Entries Terminats-Listed 7 Elec Bonding; Metal w/5'-Drcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcl ng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl i 10 Plmb; Cir Test Wtr Supply Test } 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide r � f Drawing OK Not OKi . RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR OATS PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth.. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ` 56 Shwr Pan; Test, First ffr-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 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 GirdersSills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & VnUtn 63 Condensate Drain & Ovrfiw, Sz & Grade 16_ Insulation 64 Furnace -Vent Acc-Comb Air RtrnfVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic ai• o"`• 0. DATE IFAAM I NG 17 Sills Proper Materials & Anchrs DATE FINAL 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing WaIts 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-fir-Ducts-{Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GF1 & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 71 GFl Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Tran & Subpnl, Breaker Sts & 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, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty line Firewall & Opngs 76 Ktchn, Fxtr & Appinc, Grnd-Air-Gap-Cooking Clrnc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdnn4 ise-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-Clncc-Com Air Cnnctr-PRV; abv fir 34 Stucco lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3' drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for 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 ❑No 0 °' 0 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb Appinc-Frplc-CIrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl-Undrgrnd DATE ELECTRICAL 40 Fxtr & Tmsfrmr Clrnc4ns Prtctn 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 Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Gmdng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C10 to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 97 Energy Cmpinc Cert -Mer Certs 47 Subfeed Wire Sz iia ❑ CU or E) AL 98 Address Posted AC Wire Sz ga ❑ CU or ❑ AL 99 Fire Sprinkler 48 Range Circ ga ❑CU or AL 'Oven Circ 92 ❑ CU or ❑ AL Insulated Neutral ❑yes N. or o`er 49 Service -Riser Cndctrs & Grnd Main Dscnnct °�- 0 50 Eqp Clmcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector ti.P COUNTY OF BUTTE I BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE a OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. C. .r ,s: e a nG..,.ri.L + v 'X1 4C, r< V o`✓ / I� e' t S' 4 cjcam/ / // G � "'Z Date /-I n d T Inspector/��e REV 4/05 Phone # Cj FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ...... 'COUNTY OF BUTTE =-- — BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ' 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE f7 i2 PL c OVO- OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist the above address and should be corrected. Please call for re -inspection when correctio'X of work is completed. If you have any questions pertaining to this matter, or need add' on explanation, please contact the Building Inspector as indicated below. Date Inspector /�f i ,cl.Ii' g /// //-/ REV 4/05 Phone # Ci 7 - TY FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE V, rA k � 00 OWNER V PERMIT NO. A routine inspection indicates that the following violatio9of/Butte County Ordinances exist at the above address and should be correctedPlease Y'll for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. l _ Lj I A_ / . 1 l i Date ` Z�, Q Inspector REV 4/05 Phone # �34L FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Z Date: 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 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 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).): ❑ 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 owner of property who builds or improves thereon, and who does 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 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 sale.). ❑ I, as owner of the properly, 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.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. kr 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 insurancecarrier yand policy number are: Carrier:1��f Policy #: l� D s— 0 s- 1 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 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 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.) PERMIT NO. BP061174 Issued Date: 08/31/2006 APN: 063-170-007-000 Site Address: 4767 HEIDI WAY FRN gSorto Map Index: Description: NEW MH, PERM FND, EX SITE (2610) Owner: MARPLE, RODNEY & CHERYL PO BOX 6368 CHICO, CA 95927-6368 (530)345-6506 Applicant: MARPLE, RODNEY & CHERYL PO BOX 6368 CHICO, CA 95927 (530) 345-6506 Contractor: RED LINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 License #: 848025 Architect: Engineer: Total Square Ft: 2610 S.F. Valuation: $169,650.00 Census Code: This permit is hereby issued under the applicable provisions of the Butte CnunI Cc do , nwor Resolu ' n to do work indicate ab a for which fees have been paid. ? y: / Date: 31 PERMIT EXPIRES ON: 31 /07 Address: 1 (Da ) ❑ 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 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 properly for inspection purpo C,,,2&,,� Print Name: C, Signature: Date: C� I a f 102 0 Owner 0 Contractor 13 Agent for Ownergent for Contractor PERMS IT BUTTE COUNTY NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION (� AND SUBMITTAL REQUIREMENTS BFOw, 24 HOUR INSPECTIONM OROVMLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # j OFFICE #: (530) 538-7541 (( A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION it tr„ CH "'A -r h CONTRACTOR OWNER Name Ql-Ir Address f)O Phone i 1 Fax )-10--772 � City 1 Clas�(� Stat Zit Phone 5 , Fax Fax E-mail State License Number CONTRACTOR Name e— ' s f la�;`c/�_ Addressj,-2)Q0--jo V reX City C ; ( O Stat Zi 5cp f Phone i 1 Fax )-10--772 � E-mail Lic. #b GnZ av Clas�(� APPLICANT NAME ARCHITECT/ENGINEER Name Stated �'_ v, Address Phone !_ I City E-mail . wM State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City ` G Stated �'_ v, Zip�j Phone !_ I Fax g' J_&'1ZD E-mail . wM APPLICANT SIGNATURE LOCATION `' � AP# — I --� ` C0/ Property Address q 71 ! C ,1_ Cross Street Lij,32 / o �, , WORKS 'S COMPENSATION Policy Number 1 / 85go S_ 0(0 Carrier r _ o „/ 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 Descrip ion or Scope of Work: Sq. o ' age ❑ Structure Built without Per Its ❑ 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 J permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office u iy: Zoning Flood Zone I I SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL KEQUIKtMtN 15 K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: V 6' Amount: 21Q q i n Bldg fliq q ti SRA Receipt#:LI Cj0575 Sheriff SMIP 5-'P, O� Other Date: o �_ q L Total REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet-si ped by the engineer, Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer, ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING FORM0B(dWP1SubRgmts.doc Pgge 2 of 2 REV 4-30-04 ti'CQ1l7y COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER O(Q. )'' ]n Proposed Building Use: G D /U Permit Technician: �.0 1 Date: `?It rtis required in order to apply fora permit. All boxes MUST be checked OR marked NA in order to apply. :M 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Cl 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. V-:1111 . 8. Manufactured homes: (A) Installation manual, including m_ arrnage line info, (C) FloorPlan,PlPlan, (D) Tie down or fnd p�lan_s, all in duplicate. Z ��i ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑,� 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other 4e ming items needed to issue the permit. (May require additional plan review upon receipt of the following items.) lw 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ -e 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ 21. Site plan and business license approval from the C' y of Biggs............ ....... 22. California Department of Forestry pan approval4-L7 paid. Sent by: .�.. 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... i26. NPDES Form............................................................................................. ❑ ftivA 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... Restriction........ 34 De d .. . . p 35 egal descriptior� H. Title, title search, registration or C0 ........................ 36. Other: 6ynn+ DPPti - Prm' of rwhin to 37. Other: When issued Telephone _ (0- and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: LO 1. Index permit appli ado for the above items inhered: Plan Check Lett r 2. Additional items required 11. C' ntracto?r esigne caner as advised of the above data by h, e mail, / l counter, b Date: y� n r�3 a tor, design e ne , � was advised of the above data by � ph, mail, ❑ counter, by Date: - Contractor, designer, was advised of the above data by ❑ phone, ❑ mail, '0' counter, by Date: Plans reviewed by:Date: Plans approved by: _r Date: Structural reviewed b Date: Structural approved by Date: Note transfer by: Date: Yellow: Building Division KlBuildinglPlan Check/Data Sheets/data sheet page 2 9.27.05 A TO: Building Plivision — Development Services 7-,7-6 FROM: Environmental Health SUBJECT: Sanitation Clearance wner Loc ion Plan Approved for: Sewage Disposal: s-,- Water Supply: Public Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Healt Specialist Date Building Clearance 9/2005 _ E.HE.H. PSE Plot Plan Attached Floor Plan Attached �-- Sent toABD/DS 3o-D�- 1-7/9 7-/7-06 ,&ASS / �1 _ n Private Well v BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buitecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner App Date MARPLE G/1 aI'Mrlrz APN No: 063-170-007 Permit Type: L&Jildifla 7 Subtype:(! Permit No: BP 061174 Permit Desc: New STTE. 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 3 FEMA RYes Flood Elevation Review $109.98 0 SRA• Yes Fire Plan Check - Non -Refundable $95.00 $95.00_ (State Responsibility Area) Building Inspection $109.98 $109.98 1 - $204.98 NON-REFUNDABLE portion of fees due at application $314.96 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $124,941 41 n5q 5/18/06 Kourtni � -� -�- CCCC /CCI A1A/1 IMC CCIAC TA ICCI IA\It+C AC CCCIIIIIT 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: Y f Date: —D/1 6:�/ („ Pursuant to Government cod ecti 66020, you are herebyno ified those Items followed by an ""may have been imposesyour p tem ave 9� 0 days from the date of approval of t t 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 041506 BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM t" �* (One form per Building) School District km 66d Building Departmrent No. A.P. Number nU)- on` ! of Jurisdiction: City ®County Property Owner Property Location Subdivision Lot No. ....................................................................................... Residential Development 0 Q Q Sq. Footage 2610 No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # No foundation inspection) Tjul r tC� Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 0 New Addition District Identification No. N A 0 ( 16 L J School District certifies that O ' .09 Sq. Footage (Including Exterior Roofed Areas) " 1q - Date 01(Applicant) /S - & s 6 (�� (Street Address) I(Phone Number) �hlr)o (1C- 9,5c� � (City) has complied with the requirements of Resolution No representing O( �CJ square feet. �n School District Paid by Check # / V f / Remarks: (State) %� a)2' V (Zip Code) by payment of $ FULL B 2926 MITIGATION $ Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the Disbict, In compllance with Government Code Section 66020(a), within 90 days from the date hes are paid. Failure to submit a timely written protest wifi prohibit you from challenging the Imposition of the fees In any court action. N, subsequent to tiro School District Representative signing Oft Butte County Schools Impact Fee Certification Form, the School District is notifbed by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school hes to fully mitigate Its broad on the school distrkt's schools. White (school district), Yellow (building department), Pink (applicant) feetorm,ds (3M5W= Butte 'County Department ofDevelopment Services %03 Tr 7 County Center Drive o� o <. O ..:: O Oroville, CA 95965 "� (530) 538-7601 Telephone o (530) 538-7785 Facsimile cOUN�y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit 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: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. • I 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 re uire 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: Applicant Name: �� I i M le-, APN: O OS J -70-0U-7 Building site address: Permit No.: Oa 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: 5 0 SIGNAT E OF APPLICA t DATE Copy to Applicant/EH/File K:Forms/BldgPermitwithoutClearances 020705 P pST'^ENT °�O� Department of Public Works 6VTT� It p j�`' c`�iV_ p` C o u n t y o f B u t t e I p %' s p I: p � p � J. Michael Crump, LAND DEVELOPMENT DIVISION \ p p ! Storm Water Management Program � co��' Director 7 County Center Drive Oroville, CA 95965 llC WC��t15 (530) 538-7266 (FAX) 538-7171 National 'Pollutant Discharge 'E ' limination System (NPDES) Phase II Construction Storm Water Permiand Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: file— Project Location and/or Parcel Number: Lf _% Ge Q7 -e 9+ Arte%, �� By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, 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: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program . Revised 5/24/04 California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# O( - 11'7q Under authority of Public Resources Code Section 4290, the following checked items are required by CDFButte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be, provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways Pq (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements.. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over. 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "'I" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 r IC F I R E Is E Q U I R E M E N T S 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 276.01 Setback for Structure Defensible Space (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ) Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 Same Practical Effect for Buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are rewired. MAY 2 4-1-2006 Date Revised 02/28/06 Darren Read Fire Protection Planning f � � � .was was' 111(6) cif � � ¢m to GIY a� °•0 m-------}-- 1 VIM ctwi. _ _ - I MA$ 00mt — _ N Gt f MALY ROOM - I — -- — — — —— — -- —! — — — — —,— — W 461-�4 OX11 �_ I - lYth•N ;� Eti � S:c•Iba,y: drRcl �1'+tk.n N _ _ UIL Wulli,rnu Cm.:f a !ryb:rt <'i LL r ••l R:yl IG1 n &ClGaUl ; ,"`I — {--� , I C3J •. ry. . l.:luf 1Ythn:r .____—___—_____._. w,3 t r5 Slgl,tl • ` 11 -- _ ---------- DNiG RDCfA _ ote J. �ODYS — i uvtr, ROOM I enni iN r ;—vru,r l 42 cu � Elf — o o i •_ _ Y,11 . � — Cvrt:ed f,hY l,t inU— OMIT fib- i -w -�3 w �to3 Gu) -3car -T 'I> _ COUNTRY MANOR - CM663K �A�/O__t5- ENVIRONMENT.,"L THREE BEDROOM, TWO BATH, FAMILY ROOM - 2,6WISICMED Butte County Environmen MAY 8 20066 • . c; : ;;:; HICO Z CALIF,^+t ri 4 � 6ignaWm ItT g STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY NUMBER: .. DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Q DIVISION OF CODES AND STANDARDS p MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN I [ ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO, MANUFACTURED HOME OR MULTI UNIT MANUFACTURED HOUSING — El NUMBER OF SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS 3 COMMERCIAL COACH: OCCUPANCY GROUP CMH MANUFACTURING WEST, TNC. I Ile, F1125455 I auvtotJ I tU Ht FAIL PRICE: 5: PACIFIC B"VD SW ALBANY,. 08:,_97321 _ GOLDEN WEST 72COU42663BHO6 1112105 VAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR TRANSFEREE DESIGNATION: DATE OF TRANSFER: GOLDEN PACIFIC HOMES. 1118$51' - 12128105 )EALER OR TRANSFEREE ADDRESS: 3� 07 GARNER LANE CHICO, CA 95973 21 ST MORTGAGE 620 MARKET STREET, SUITE 100 Y,NOXYILLE', TN 37901 (Street) (CIH) RIP) (State) SECTION --MANUFACTURER SERIAL NUMBER 1- - ' HCD INSIGNIA OR HUD LABEL NUMBER - - LENGTH WIDTH WEIGHT INCHES INCHES (POUNDS) 1 A.LB0300510RA ORE 480244 792 162 30085 2 ALB0300510RR /'S PIM A 11! axxx AAAKENOxxxxXXXXXXxxxxxxX 3 ALB030051ORC ORE 480246 792 162 3' TRANSPORTER NAME: TRANSPORTER ADDRESS: T t:• (state)Zi DESTINATION FOR UNIT DESCRIBED ABOVE: GOLDEI•l-,PACIFIC _IiOtriES (Street) GARNER_, LANE. (City)CHICO, CA 95973 (NAME Stats (zip) I certify under Penalty of Perjury under the lawn of the State of California that the above facts aro Vue and correct Exeaded on _ 12 ! :8105 at I T AT lQ (Dae) (Cit) P)R /`CShT r .: ; —� r�1 (County' (state) SIGNATURE OF AUTHORIZED AGENT: /' r�• �/ F .! J DISTRIBUTION: ORIGINAL (PINI) ' FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. - y COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. - COPY 3 (GOLDENROD) TO BE RETAINED BY. THE MANUFACTURER HCD 483.0 -Side 1-(7/97) - - ZF-CORDING REQUESTED BY: Fidelity National Title Company of California Escrow No.: 06 -219197 -BG Locate No.: CAFNT0958-0958-0002-0000219197 Title No.: 06 -219197 -BEE When Recorded Mail Document and Tax'Statement To: Mr. and Mrs.Rodney Marple P 0 Box 6368 Chico Ca 95927 APN: 063-170-007 L'�Ll 294 TAX 7 7 13 ^Ei,':'` s s =_ r ACE tri SPACE ABOVE THI5 LtNt Hurt KM-VrUC:M J w� - 111W er- GRANT DEED Change of m'0T. SFup $tOlE anent IVO Filed. (Sec. 480 R 8 T The undersigned grantor(s) declare(s) Code) Sent to mailing RT Code 11911 address on dcc��ment. Documentary transfer tax is:p / I 7, /V [ ] computed on full value of property conveyed, or [ J computed on full value less value of liens or encumbrances remaining at time of sale, [ ] Unincorporated Area City of Forest Ranch, FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Larry L. Marple and Lorrie Bidgood Marple, husband and wife as joint tenants hereby GRANT(S) to Rodney D. Marple and Cheryl L. Marple, husband and wife as joint tenants the following described real property in the City of Forest Ranch, County of Butte, State of California: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF personally known to me (or proveo to me on the od5I5 UI satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. Signature FD -213 (Rev 7/96) (grant)(06-06) �A A -A_^, A wrap m�•- ��.h w A /. A AA AAA_, .dao CKRUSIFY L. H NKLE COMM. # 1493928 NOTARY PUBLIC -CALIFORNIA as COUNTY OF BUML Comm. Expires !une 7, 2008 itnessing or Attesting a Signature c4. -4.o F nRFMNT OFFICIAL SEAL t� A�IhF1FA B{2G11E Escrow !va.:' 06 -219197 -BG Locate No.: CAFNT0958-0958-0002-0000219197 Title No.: 06 -219197 -BEE EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: Parcel I: A portion of the Southeast quarter of Section 6, Township 23 North, Range 3 East, M.D.B as follows: & M., more particularly described Commencing at the Southeast corner of said Section 6; thence North 860 17' 39" West along the South line of said Section 6, a distance of 755.76 feet to a point; thence North 220 10' 26" East, a distance of 250.55 feet to the point of beginning for the Parcel of land herein described; thence North 781D 01' 20" West, a distance of 466.90 feet to a point located in the Easterly boundary line of that certain Parcel of land described in the Deed to Claude W. Causley, et ux, recorded August 15, 1963, in Book 1264, Page 297, Official Records; thence following along said Easterly boundary line of said Causley Parcel, North 470 06' 00" East, a distance of 147.11 feet to a 3/4 inch iron pipe tagged L.S. 2621; thence North 110 50' 45" West, a distance of 174.64 feet to a point on the Southerly right of way of California State Highway 32, as described in the Deed to the State of California, recorded January 30, 1958, in Book 923, Page 272, Official Records, said point being also the most Northerly corner of said Causley Parcel; thence Northeasterly along said Highway right of way, on the arc of 1,000 foot radius non -tangent curve to the left, through a central angle of 70 51' 49" , for an arc distance of 137.25 feet, the chord of said arc bears North 450 00' 33" East, for a distance of 137.14 feet to the most Westerly corner of that certain Parcel of land as described in the Deed to K.A. Gaines, et ux, recorded June 18, 1963, in Book 1252, Page 220, Official Records; thence following along the Southerly boundary line of said Gaines Parcel, South 69° 45' 00" East, for a distance of 442.25 feet to the Southeast corner thereof, said point bears North 220 10' 26" East from the point of beginning; thence South 220 10' 26" West, a distance of 336.72 feet to the point of beginning. Parcel II: A right of way for road and public utility purposes over a strip of land 60 feet in width, the centerline of which is described as follows: Beginning at the Southeast corner of Section 6, Township 23 North, Range 3 East, M.D.B. & M.; thence North 860 17' 39" West along the South line of said Section 6, a distance of 702.49 feet to the point of beginning for said centerline; thence North 860 47' 37" West along the South line of said Section 6, a distance of 53.27 feet; thence North 220 10' 26" East, 310.55 feet to the end of said centerline. Excepting therefrom all that portion lying within the bounds of Parcel I, described herein. Parcel III: A non-exclusive easement for road and public utility purposes over a strip of land 60.00 feet in width lying 30.00 feet on each side of the following described centerline: Beginning at the Northeast corner of Section 7, Township 23 North, Range 3 East, M.D.B. & M.; thence following along the Northerly boundary line thereof, North 86° 17' 39" West as shown on that certain record of Survey Map for Donald N. Choate, et al, which Map was recorded in the Office of the Recorder of Butte County, California, in Book 39 of Maps, at Page(s) 19, 20 and 21, Butte County Records, for a distance of 702.49 feet; thence leaving said Northerly boundary line of Section 7, South 40 00' 00" West for a distance of 64.25 feet; thence South 560 16' 42" West for feet; thence South 420 06' 28" West for a distance of 163.72 feet; thence South 120 48' 02" West for a distance of 172.88 feet; thence South 560 12' 51" West for a distance of 557.44 feet; thence South 360 04' 31" East for a distance of 98.53 feet; thence South 290 17' 12" East for a distance of 40.00 feet to the Northeasterly corner of that certain Parcel of land conveyed by Deed to Raymond P. Perry, recorded in Book 1594, Page 472, Official Records and being as shown on the aforementioned record of Survey Map for Donald N. Choate; thence continuing South 290 17' 12" East and following along the Easterly boundary line of said Raymond P. Perry Parcel and along the Easterly boundary line of that certain Parcel of land conveyed in Deed to Clarence W. Perry, et ux, recorded in Book 1332, Page 298, Official Records, and along the Southerly extension thereof, for a distance of 515.57 feet to a point located in the Southerly boundary line of Lot 1 of said Section 7 and as shown on said record of Survey Map; thence North 290 17' 12" West for a distance of 555.57 feet; thence North 360 04' 31" West for a distance of 334.11 feet; thence North 20° 31' 13" West for a distance of 311.38 feet; thence North 530 13' 01" West, being parallel to and 30.00 feet Southwesterly at right angles to the Southwesterly boundary line of that certain Parcel of land as conveyed by Deed to H.D. Ritsch, recorded in Book 1468, Page 458, Official Records, for a distance of 310.91 feet; thence North 560 46' 16" West for a distance of 134.62 feet to the beginning of a non -tangent curve to the right; thence following along the arc of said non -tangent curve to the right, the chord of which bears North 560 50' 28" West for a distance of 33.42 feet; through a central angle of 70 36' 14", with a radius of 252.00 feet, for an arc distance of 33.44 feet to a point located in the centerline of Robert E. Lee Drive as shown on said record of Survey Map and as shown on that certain Map entitled, "Northwoods Subdivision Unit No. 1", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, in Book 23 of Maps, at Page(s) 18 and the end of said road centerline. Excepting therefrom that portion of the right of way lying within the boundaries of the Perry Lands mentioned above. BUILDING PERMIT NUMBER: 06-1174 Address or location of unit: 4767 HEIDI WAY FOREST RANCH CA 95942 Legal Description of Real Property: 063-170-007 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: RODNEY D. AND CHERYL L. MARPLE Owner's address: 4767 HEIDI WAY INSIGNIA OR HUD NUMBER: ORE480244/5/6 SERIAL NUMBER OR V.I.N.: ALB030051ORA/B/C MANUFACTURER'S NAME: CMH MANUFACTURING WEST YEAR: 2005 OFFICIAL APPROVING INSTALLATION: q�mlnhtu, .10AAklo\ DATE: .2 `24 - 2DDI PHONE: (530) 538-7541 H.C.D. 513 063-170-007 06-1175 / .,,MARPLE, CHERYL *F ARE llb; 44767 HEIDI WAY, FOREST RANCH �lOTcS ; :c Cont: 1 '.GARAGE -ATTACHED RESIDENTIAL APN: Permit No. Owner. / Site Address: Contractor. Type of Permit_ 7 HCD PERMIT FORM- 415 { NUMBER: DESCRIPTIONIKO 1,-.1310 A AA(L DATE CLOSED: HCD INSPECTOR Cif S41r,S - J SPECIAL CONDITIONS CHECKED BY 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 • DATEJOBTINALED: CD —au_ —-Or? SIGNATURE: - OK o = Not OK MANUFACTURED HOMES DATEPERMANENT FOUNDATION Lj 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 Q or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Dnnctr 9 Elec MH Cntnty Test -Crossovers -Breakers - 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr 8, Sewer Connected -/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD Labet/Insignia Numbers Serial Numbers F s` MI'S CELLANE 0US DATE ID K 'C0VERS'CARP0RTS`GARAGES 1 ping -Setbacks -Easements Ftg3; Soils-Sz-OpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnntdnsSplice-Deral-Enclsrs 6 Carpgrts; Wndws-Doors ''i&Efe��ctric � ,Frm ill chrs-Studs-Rttrs-Trusses ag-VeneerStvcco-Lath Ro940 - -Roofing t- ps-Doors-Landings CQ-frraced Wall pnls 0t0.06s e,C' e s 0 DATE 1POOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries Terminals -Listed 7 Elec Bonding; Metal w/5-Crcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crclfig Egp-Pool Ightg Bokes-Enclsrs=pnlboards-Insultn to Main Conduit 9 Health Dept ApprA 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing Alarms 13 Bonding, Diving board or Slide Pool Drawing OK RESIDENTIAL (S1ti,gle & Duplex) DATE UNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle ' 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings &Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 St Its Main; Steel -B lockouts -Wra ppe d 57 Test Tub & Shwr, 2nd flr - Tub Acc emwalls Garage; Sfeel-Btockouts-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; Fallftting-Test-2-wayCIO-Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test o'• o` o'er m Ij Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport-Insults 61 AC Ducts Insultn & Support 14 Girders Sills-Anchr Bolts Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrtlw, Sz & Grade 16• Insulation 64 Furnace -Vent Acc-Comb Air RtrnfVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE FINAL 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 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 VntsSlrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-fir-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps Anchrs-Cnnctns 70 GFl & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 71 GA Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec True & Subpnl, Breaker Sts & 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 Frp1c or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Cliannel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clrnc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs idth-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door, Swing -landing -Closure 3:?OP ywd 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 GI Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 3 hear Walls; Nailing -Bolls 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnis 83 Insultn-Foam-Looked in Attic 38 Insults 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 DYes ONO 87 Stucco Brown -Finish 1 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Pimb-Appinc-Frplc-Clrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Tmsfrmr Clrnc4ns Prtctn 91 Ext Elec Trim, GFl 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 Rornex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Gmdng 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 92 ❑ CU or DAL 98 Address Posted AC Wire Sz y, or DAL 99 Fire Sprinkler DCU 48 Range Circ ®a CU or AL 'Oven Circ ya D CU or DAL Insulated Neutral Dy. On. 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cimcs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr LI -Spa Lt 52 Smoke Detector COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE MA -y- p le 6'�_ ([7-5 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. ✓N �z i1 S' o- ,t o o t J � le- : f/6- v e- /-/ v.: <1 0 o,0'P-d-'V Date 25-f)? Inspector REV 4/05 Phone # <3 WR FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE .COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP061175 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: 08/31/2006 APN: 063-170-007-000 the Business and Professions Code, and my license is in full force and effect. -�� Number: License Class: License Site Address: 4767 HEIDI WAY FRN t��� Date: $ I 0(.Q Contractor. ged0 ne I ' `� ( (aLon Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penally' of perjury that I am exempt from the Description: ATTACHED GARAGE (768) Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a to construct, alter, improve, demolish, or repair any structure, prior Owner: MARPLE, RODNEY & CHERYL permit to its issuance, also requires the applicant for such permit to file a PO BOX 6368 signed statement that he or she is licensed pursuant to the provisions of Section CHICO, CA the Contractor's State License Law (Chapter 9 commencing with 7000) of Division 3 of the Business and Professions Code) or that he or 95927-6368 she is exempt therefrom and the basis for the alleged exemption. Any (530)345-6506 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as 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: MARPLE, RODNEY & CHERYL pp owner of property who builds or improves thereon, and who does PO BOX 6368 such work himself or herself or through his or her own employees, CHICO, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95927 year of completion, the owner -builder will have the burden of (530) 345-6506 proving 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: -RED LINE INSTALLATIONS INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License.Law.). 13407 GARNER LANE ❑ I am Exempt under Article 3 of the Business' and Professions Code CHICO, CA 95973 (530) 895-5543 Date: Owner: WORKERS' COMPENSATION DECLARATION License #: 848025 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 issued. I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ��C� Carrier: S + - t-_:> Total Square Ft: 768 S.F. Policy#: S4, CD Valuation: $18,432.00 Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any persons any manner to - /�0�� UT become subject to the workers' compensation laws of California.l ora. 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. �J Dale: Applicant: Z& ` f WARNING: Failure to secure workers' compensation coverage is to and one / 0 unlawful, and shall subject an employer criminal penalties 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 hereby issued under the applicable provisions of the Butte Cnunly Codi+ ?nrUc,r Resolutio do work ind' ted ab ve f which fees have been paid. I hereby affirm that there is a construction lending agency for the Q performance of the work for which this permit is issued (Sec 3097 Civ.) By. Date: t! Name: - �' U PE IT EXPIRES ON: Address: Dal ❑ 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. Cl Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O 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 the above, mentioned property for inspection pure /upon Signature: Print Name: 0 Date: 0 Contractor 0 Agent for Owner Agent for Contractor 0 Owner BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds 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 the Business and Professions Code, and my license is in full force and effect. Q License Class: License Number: (� Date: 61� Contractor. 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 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 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).): O 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 owner of property who builds or improves thereon, and who does 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 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 sale.). ❑ 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.). O I am Exempt under Article 3 of the Business' and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as 'r required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: �c.,�}� `�/ / � Policy #: 1 � O S4, PERMIT NO. L*211-lritl-1 Issued Date: 08/31/2006 APN: 063-170-007-000 Site Address: 4767 HEIDI WAY FRN Map Index: Description: ATTACHED GARAGE (768) Owner: MARPLE, RODNEY & CHERYL PO BOX 6368 CHICO, CA 95927-6368 (530)345-6506 Applicant: MARPLE, RODNEY & CHERYL PO BOX 6368 CHICO, CA 95927 (530) 345-6506 Contractor: -RED LINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 License #: 848025 Architect: Engineer: Total Square Ft: 768 S.F. Valuation: $18,432.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, 1 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. -�4soS � � ar9. 9(f Date: 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 l compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY 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.) Address: This permit is hereby issued under the applicable provisions of the Butte County Code ?nrllor Resolutio do work ind'c ted ab ve f which fees have been paid. By. Date:/,�o PE IT EXPIRES ON:�11/ m' O 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. T O 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. 1 hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pure Print Name: I r 4 Signature: Date: 0 Owner O Contractor 0 Agent for Owner NrAgent for Contractor BUTTE COUNTY DEPARTMENT OF D% EVEL`OPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT 77ME OFAPPLICATION Website: www.buttecounty.nettdds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name first e Mailing Address zo (S! City � C O State Zipq�{a / Phone S-� Fax E-mail "y — I I C -_&j f a C rr)vv� ARCHITECT/ENGINEER CONTRACTOR City /� �� co Name Zip gW75 "l City Fax Address O Phone Lot # City G State Zip C'?�r�-7s Phone � Fax ' (lt 0 C) E-mail J Lic. # Clat , — I I C -_&j f a C rr)vv� APPLICANT INFORMATION ARCHITECT/ENGINEER Name City /� �� co Address Zip gW75 "l City Fax State Zip Phone Lot # Fax E-mail State License Number APPLICANT INFORMATION Name Address O City /� �� co State -,,q- C/�1 Zip gW75 "l Phone/ _ („ l 6- lU Fax E-mail _P__ A aL4jCIA-LD,co APPLICANT SIG ATURE X For office use Zoning -CJ Flood Zone I y I SRA Yes I No Occ. I Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BPO6 t 17 BIN # PROJECT LOCATION AP# - f -60% Pro dy Address �(r�� Wa cityUf�Ca-GU �;t Cross Street % W KER'S COMPENSATION Policy Number ff 1-7 (�S` Carrier S+-ct/T e, 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: 6 ci'k-o— Sq FT- Living -7&9 Garage Open Cov O Structure Built without Permits O 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. Received by. Amount: t 21 q .q W Bldg f��" ' laid on W0611 s� Receipt #: y 5 V J (w Sheriff MCl 4 423SMIP Date: G -19-0(o Other Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 411-06 CA— SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, (E) Manufactured Home Support Data (form available on our website) all in duplicate ❑ 7. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs (if building in the City of Biggs). ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. -California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. ❑ 13. Planning Division approval for parcel check, use and parking (if required). If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. A FEE WILL BE REQUIRED AT TIME OF APPLICATION. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 411-06 -MAY 2 42006 BUTTE COUNTY ��TrFo DEPARTMENT OF DEVELOPMENT SERVICES o BUILDING PERMIT APPLICATION o AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 o <_.. _ - o A FEE WILL BE REQUIRED AT HALE OFAPPLICATION o -`= "Y o Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name j irst Mi Mailing Address City C. C O State/� � l�/'� Zipq�a q ` Phone J Sn b Fax E-mail �Iry ARCHITECT/ENGINEER CONTRACTOR City a" C(0-71 0 Name Rnic -` ,ie- I n I Address O Phone Planner City C State Zip �- Phone / _ Fax , (_ () E-mail Lic. # S Cla �Iry APPLICANT INFORMATION ARCHITECT/ENGINEER Name City a" C(0-71 0 Address City Fax State Zip Phone Planner Fax E-mail State License Number APPLICANT INFORMATION Name Address 5L40 City a" C(0-71 0 State Phone — i _ Fax E-mail APPLICANT SIG ATURE X 2&n__0LQ:L -, I f� For office use Zoning TM -CJ I Flood Zone I X I SRA Yes ' No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT 06- 1 17S' BP6017 J BIN # PROJECT LOCATION AP# a (p 3 -1 -- 6 o 7 ProM dress �-cG C6 Cross Street ,^ - j ((j W KER'S COMP NSATION Policy Number Carrier N 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: 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. Received by. Amount: t 21`1 16 Bldg woo I LA Sm Receipt #: y 5 Uo Sheriff gffC 4 SMIP Date:_l�_OC� Other Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 4-11-06 HOCrpil 175 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET O6 - 1 17_57 OWNER: filar 9Ie ASSESSOR PARCEL NUMBER crr� -nn-00_7 Pro Vsed Building Use: 46M CM. OL Permit Technician: K .b ' Date: S-R-�C0 I, tens required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. W 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �j 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. v7.1'1� 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. Cl 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 11. Hazardous Material Form VZN m 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other aming items needed to issue the permit. (May require additional plan review upon receipt of the following items.) j 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit........................................................................ 21. Site plan and business license approval from the City of Biggs .......................... provaV.... 22. California Department of Forestry plan appaid. Sent by: ..... - 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ..4,G._12 'NI W/� -go-06 ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ �❑/ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... `❑S� 26. NPDES Form............................................................................................. ❑ Titvtlle 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone Hoo l 11 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit applicat'on fo a above items numbere�r. Plan Check Letter 2. Additional items requi c o designer ner as advised of the above data by ❑ mail, ❑ counter, by Date: or, designer wne , as advised of the above data by mail, ❑ counter, by Date: Contractor, designer, 6WRKwas advised of the above ata b ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: o�Date: Plans approved by: !gA Date: Structural reviewed by: Date: Structur I ap roved by: Date: Note transfer by: Date: O 6�JIT Rau. y„�q�,{ c7�QA5� Yel ow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds , I PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner MARPLE APN No: 063-170-007 Permit Type: t Subtype: 5. App Date: 5/18/2006 Permit No: BP 061175 Permit Desc: New C,ar�c3e.. 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 - $204.98 NON-REFUNDABLE portion of fees due at application $219.96 4 5 6 7 7a 8 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: _5 - KL51UtN 1 IAL' lPerDwelling I lPerDwellin After 0411510 1 u I SFD u I MFD Chico Urban Area 1 6146.231 4538. EI Medio Fire District 1 3249.971 2385. North Chico Specific Plan A SR -1, SR -3, SR-1/PD 1 8801.091 7395. �o 0 R-1 8897.09 7491. do R-2 1 8390.091 6984. R-3 1 7604.091 6198.04 Processing Fee is automatically added to impact fee total 0 9 WATER TENDER FEE (Not collected when impact Fees Appiicabio Enter Bat.# DRAINAGE FEES* 10 PLAN construction, vacant on 1 acre or less - 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 Per Dwelling MH 3238.72 5648.44 2422.68 8486.40 8582.40 8075.40 7289.40 $100.00 $200.00 $7,997 $8,341 $9,088 $6,776 $8,267 $7,211 $6,275 $8,893 $2. 1` $331.78 RECEIPT DATE Tech/Asst ;, 5/18/06 Kou � .94 $1.84 L�u �u RECEIPT DATE Tech/Asst RECEIPT DATE Tech/Asst 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERIVIALITO DRAINAGE AREA 1 $684 Maximum E� Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit �• $136 annual renewal fee for first 4 renewals. Not to exceed $684. 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* I I V V 12a RECREATION DISTRICT FEES* V 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: v Pursuant to Government code S 020, you are hereb tified those Items followed by an """ may have been imposed on your proje t. You have 90 days from the date of approval of th porject or from the impostion the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Sec 6020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 Butte CountyDepartrnent of'Developrnelit Services 7 County Center Drive °��TrF° Oroville, CA 95965 (530) 538-7601 Telephone (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: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. • I 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 proces's 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: Applicant Name: l�✓'I IC!( (./ 1 m Ql�r�'L�� APN: I70 ' 0 0 % Building site address: Lobjau Permit No.: ��� P-1ve- a- alae -k. 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: SIGNAT E OF APPLICA DATE Copy to Applicant/EH/File K:Foams/B1dgPennitwithoutClearances 020705 PLAN REVISION Owner's Name: BP#: 5PC) 6 // 7 Date: AP#: Received By: (fC___5 Time: Contact Person & Phone Number: �� 671143 PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit'Application Data Sheet Item - ❑ *Engineering *Plan Revision 'R01// /V6 01 H ❑ *Requested by Building 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. V WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: Call 6M �� �9/ G `7/ 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 O Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 TMEMT ��Tr�o� Department of Public Works _ C �� C o u n t y o f B u t t e (I O LAND DEVELOPMENT DIVISION 1 G ° u h i J. Michael Crump, Storm Water Management Program ��•, C l/' Director 7 County Center Drive �\ �U 14 Oroville, CA 530 &7265 A�QL.1C W0¢�9 ( ) 53 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: d (03 -M0 -M 1/ By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, 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: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program . Revised 5/24/04 LESS THAN 3 ACRE CONVERSION EXEMPTION • FOR ADMIN. USE ONLY STATE OF CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION NOTICE OF TIMBER OPERATIONS THAT ARE EXEMPT FROM CONVERSION AND TIMBER HARVESTING PLAN REQUIREMENTS RM -73(1104.1 a) (9/99) Ex. # Date of Receipt Date Accepted VALID FOR ONE YEAR FROM DATE OF RECEIPT BY CDF TIMBER OPERATIONS CANNOT START UNTIL VALID COPY Date Expires _ OF A NOTICE OF ACCEPTANCE IS RECEIVED FROM CDF 1 The Director of the Department of Forestry and Fire Protection is hereby notified of timber operations under the requirements of 14 CCR 1104.1(a). Harvesting of trees which is a single conversion to a non -timber growing use of timberland of less than three acres. (See 14 CCR 1104.1(a) for a description of the conditions on the conduct of this type of timber operation, and additional information that is required to be submitted.) Complete Items 1; through 8. on both pages of this notice. 1. TIMBER OWNER(S) OF RECORD: Name Gene Jefferry .Rolls Address PO Box 432 City Forest Ranch State CA Zip 95942 -Phone-[530)343-7341 SIGNATURE Date TIMBER TAX EXEMPTION: Timber owners owe timber yield tax when they harvest trees unless the harvest is exempt (Revenue and Taxation Code sec. 38116). Some small or low value harvests may be exempt from timber yield tax: Timber removed from an operation whose value does not exceed $3,000 within a quarter, according to BOE Harvest Value Schedules, Rule 1024. If you believe your harvest may qualify for this exemption, please complete items A and B below. For timber yield tax information or for further assistance with these questions call the state Board of Equalization, 1-800-400-7115, or write: Timber Tax Section, MIC: 60, State Board of Equalization, P.O. Box 942879, Sacramento, California 94279-0060; or contact the BOE Web Page on the Internet at A. Circle the option that most closely estimates the total volume for this harvest, in thousands of board feet (mbf - Net Scribner short log):Under 8 mbf 8-15 mbf 16-25 mbf Over 25 mbf B. Estimate what percentage of timber to be removed during this harvest will be: Redwood _%; Ponderosa pine/Sugar_ %; Douglas -fir %; Fir _%; Port -Orford Cedar_%; Cedar (IC, WRC)_ %; Other, conifer_ %; Other, hardwood %. 2. TIMBERLAND OWNER(S) OF RECORD: Name Cheryl & Rod Marple Address PO Box 6368 City Chico State CA Zip 95927 Phone (530)345-6506 1 certify, under penalty of perjury, that this is a one-time conversion to a non -timberland use, that there is a "bona ride intent" [14 CCR 1100 (b)] to convert to Road, Yard and Home Site, and that I have mailed a letter of notice of intent to harvest timber, prepared by the Registered Professional Forester, to all adjacent landowners within 300 feet of the boundaries of the exemption. SIGNATURE Date SIGNATURE 1 LICENSED TIMBER OPERATOR(S): Name Gene Jefferry Rolls Lic. No. A7332 Address PO Box 432 City Forest Ranch State CA Zip 95942 Phone (530)343-7341 SIGNATURE Date 4.' Designate the legal land description of the location of timberland conversion. A map showing the location of the timberland conversion MUST be attached. The map must show the ownership boundaries, the location of the timber operation, boundaries of the conversion, location and classification of all watercourses, and landing locations. Section Township Range Base & Meridian County Acreage to be Converted Assessors Parcel Number 6 23N 3E MDB&M BUTTE 2.9ac 063-170-007 Page 1. NOTE:This form has two pages. Continue on and complete Page 2. Read the instructions before attempting to complete. LESS THAN THREE ACRE CONVERSION EXEMPTION, Page 2. 5' The following are limitations or requirements for timber operations conducted under a Less Than Three Acre Conversion Exemption (Notice, Notice of Conversion Exemption, Conversion Exemption): A. Timber operations shall comply with all other applicable provisions of the Forest Practice Act and regulations, county general plans, zoning ordinances, and any implementing ordinances; copies of the state rules and regulations may be found on CDF's Web Page on the Internet at http://www.fire.ca.gov. B. All timber operations shall be complete within one year from the date of acceptance by the Director. C. All conversion activities shall be complete within two years from the date of acceptance by the Director unless under permit by local jurisdiction. Failure to complete the conversion requires compliance with stocking standards and stocking report requirements of the Act and board regulations. D. The timber operator shall remove or dispose of all slash or woody debris in accordance with 14 CCR 1104.1 (a) (2) (D). The :timberland owner may assume responsibility for the slash treatment, provided the landowner acknowledges in writing to the Director such responsibility at the time of submission of this notice. The specific requirements shall be included with the acknowledgment. E. Timber operations shall not be conducted during the winter period unless a winter operation plan or in lieu practices required iby Forest Practice regulations are specified within (attached to) this Notice. F. No timber operations are allowed within a Watercourse and Lake Protection Zone unless specifically approved by local permit(e.g. county, city). G. No timber operations shall be conducted until the Director's notice of acceptance is received and a valid copy of this Notice and the Director's acceptance shall be kept on site during timber operations. 'H. No sites of rare, threatened or endangered plants or animals or species of special concern shall be disturbed, threatened, or damaged. I. No timber operations are allowed on significant historical or archeological sites. J. Within one month of the completion of timber operations, including slash disposal, the timberland owner shall submit a Work Completion Report to the Director. 6. 1, , declare as the authorized designee of Butte County that this conversion exemption is in conformance with all county regulatory requirements, including public notice. (If the county has authorized a designee this item MUST be completed. If it has not, see item 7.) SIGNATURE Date 7.' Registered Professional Forester preparing Notice: Name Randolph Vasquez Number 1884 Address 1600 Feather River Blvd Suite B City Oroyille State CA Zip 95965 Phone (530)534-5229 1 certify that 1, or my supervised designee: prepared this Notice of Conversion Exemption Timber Operations; visited the site and flagged the boundaries of the conversion exemption, applicable WLPZ's and equipment limitation zones; prepared a notice according to 14 CCR 1104.1(a)(3) to be mailed by the landowner and that a copy of the notice was posted and dated on the ownership, visible to the public, at least 5 days prior to the postmark date of submission of the Notice of Conversion Exemption; and that if the County Board of Supervisors has not designated a representative authorized to sign in Item 6., that 1, or my supervised designee, contacted the county and the Notice is in conformance with county regulations. SIGNATURE of RPF Date NOTICE SUBMITTER(S): Name Gene Jefferry Rolls Address PO Box 432 City Forest Ranch State CA Zip 95942 Phone (530)343-7341 Submitter must be either 1, 2, or 3 above, and must sign. SIGNATURE Date FILE THIS NOTICE WITH THE NEAREST CDF OFFICE BELOW FOR THE COUNTY IN WHICH THE OPERATION WILL OCCUR: Humboldt, Del Norte, Mendocino, Sonoma, Marin, Lake, Napa, Colusa, Solano, Alameda, 135 Ridgway Avenue San Mateo, Santa Cruz, Santa Clara, Contra Costa, and western Trinity Counties. => Santa Rosa, CA 95401 Siskiyou, Modoc, Shasta, eastern Trinity, Lassen, Tehama, Glenn, Butte, Sutter, Plumas, => 6105 Airport Road Yuba, Sierra, Nevada, and Placer Counties. => Redding, CA 96002 EI`Dorado, Amador, Alpine, Calaveras, Tuolumne, Mariposa, Merced, Madera, Fresno, Tulare, => 1234 East Shaw Avenue Kern, Stanislaus, San Benito, Monterey, King, San Joaquin and Sacramento Counties. => Fresno, CA 93710 Ventura, Los Angeles, San Bernadino, Orange, Riverside, Inyo, Mono, San Diego and => 2524 Mulberry Street Imperial Counties. => Riverside, CA 92501 WINTER OPERATIONS Marple less than 3 acre conversion For Timber operations occurring within the Winter Season the following plan shall be used; The in -lieu option as allowed in 14 CCR 914 (934, 954) .7 ' 14 CCR 934.7(c) 1) Tractor yarding, or the use of tractors for constructing layouts, firebreaks or other tractor roads shall be done only during dry, rainless periods where soils are not saturated. 2) Installation of drainage facilities and structures, is required from October 15 to May 1 on all constructed skid trails and tractor roads prior to sunset if the National Weather Service forecast is a "chance" (30% or more) of rain within the next 24 hours The provisions of this subsection do not apply to mechanical site preparation. 3) During winter operations after rains, road use shall be suspended until the running surface has stabilized by freezing or drying. Hauling operations to cease when surface material must be shaped to develop a driveable medium. * No hauling, road construction, or maintenance shall occur when road surface is saturated as defined in CCR 895.1. Emergency road maintenance conducted to alleviate erosion problems does not fall under this limitation. * Erosion control structures will be maintained in working condition during wet weather road use at any time of the year. NOTE: "Winter period" means the period between November 15 and April 1, except as noted under special County Rules at Title 14 CCR 925.1, 926.18, 927.1, and 965.5 (a) except as otherwise provided in the rules: (1) All waterbreaks shall be installed no later than the beginning of the winter period of the current year of timber operations. (2) Installation of drainage facilities and structures is required from October 15 to November 15 and April 1 to May 1 on all constructed skid trails and tractor roads prior to sunset if the National Weather Service forecast is a "chance" (30% or more) of rain within the next 24 hours. !l LCI;rrlc- roxest i Marple Conversion Sec 6 T23N R3E `" �� •' 1 Ir dF lip • t I a 1 I r, ' f 1 I t ' OF I I I � � I I r)rzr ER4LO 90. ro c m4 cw. 21 13.3/ &Cco. w 0 0 ger. s sro° 4 moo ,, N A Y (Al w 1_ —1 400.02 w' 20430 v I 23T — — 440.42 d _ _ NO°33•M ISl I. JI (04_NOO°3�W 40.0 CN51 a r)rzr ER4LO 90. ro c m4 cw. 21 13.3/ &Cco. w 0 : f i 1 1 cr ;....i.. ... X ® 1 ......i....�.n,e,,,,j,. —i1 ; Tl 001,00 G i...E.... ..........J± j i Y.., .. ! I......s-....:....:.....:.....!...._?.....1-...1.... a ...I... .....1.. ..I.. ,.•i. i ...................... p : . ! o71! ! ..�_ ........,e. ,.�....�,. Tj_,..rsr....in.••,i ._i...........L.J.......•--•!.,_,.f O............ '., L, .i.. .. i,. „i,.. „i„ ,.�.. .. ..�•,... ... . ..1._ ........,.. ..... :.... .. i...., ......:......:...... ...i.....�..... j...... i...... l..... l..• .•.i r•. .j,.,,, i t 1. ............ i...., ..... 7.. f7 D...i......i.....d..._.1......1..... � t 1 1 ! ' ..;r...:. „fin .,!., ..j. ! _ !, ..�.....f...........,�.., .' . .. .., ..,.i,,.....1.....a.....s-....i.....,i....,5...,.'-.,.._.1..__. i,-...! ......:..... ... i....._...a.,...i • �. ^:I., i:; , �, ' ..,.............. �,,.,.....'.....,`,.,.. .................. i...... i............ i......;...,. �,.n. i......i.., r, q..,.. i.....j.....,:..", F ...., ..... _............ 1 4 ' r.i. i I ,•r, 1 I i 1 i i •. ' 1 7 /1� ...�.r .... f - ; ......... . ., d.•,....,1.....e...,.I...,,.i.....o..,.,e.,....i.....+.....,......i.... o....,:,..„_:..... _....._ - .. ..................... ..7.... j-... .. o -.i.. ..i._-e.,...s.. .,I.. r ;.... :...r.p..•.•Ir•rr n�..,••p.r.",,..,.•'.•-...v-...,1 r..rn!..r..i,..,.,' .j . .... ......... ..,.....,,�..,.. .. - A...i,r ..�...rq ,.i.. ..j....S.....j.. „i.. ' .i.. •,.. ' i r r . i i ! : �..,.. i......i. „d..,.•ir.n, ........... ..........' i,,,...ir.... i ........... .....s,..... .,....r... c......r.,,,; • ! i i i i J i i i i ; ; '! i..... ....... .,..4.n.. i,....,l...........:..•...., f 1 ! 1 1 , . �p . .. �/ . �„ ' S• ............................ `•.. - . ; r . : ! ,..irr....i..... ................. q........, ... ,,....�... , r..._....,_. .......... � . �l i Marple Conversion Sec 6 T23N RK Plat Map i i F--- ---I Housel Site Yard ..r (Landing C 13487 Garner Lane (rides, CA 95973 • (530) 89"7CJ Moss Lumber & Truss To Whom It May Concern: This letter is on behalf of Red Line Installations, in regards to the Marple residence located on 4767 Heidi Way in Forest Ranch California. I, Randy Hamden, upon inspection of the garage found that the original design of Moss Lumber & Truss was altered by Red Line Installations. The changes made were correct, with four conditions. First, the bracing of top cords Al and A2 between joints two and three as per the engineer's calculations, a minimum of 3 foot 6 and 5/16" on center, one 2x4 #1 should suffice. Second, the rafters placed above the Al truss load need to be transferred to the top chord of the A10 truss via blocking or bracing. Third, the 2x6 rafters placed on the A series trusses must be nailed at four inches on center with 16D nails. And fourth, new engineering for the A8 has been recalculated and must be on file. _ Th Vou h, Randy Hamden Thank You! ti �; � •� �..� � 'til `-.. `�,� '�..• fes; 06-!/ 7S ........................:......................... BUTTE CUUNTY BUILDING DIVISIC)f q Job Truss n1SS ype DEFL y GARAGE I/defl Lid PLATES GRIP TCLL 35.0 (Roof Snow 35.0) Plates Increase 1.15 824132915 P8948 AB MONO CAL HIP 1 2 Job Reference (optional) Moss Lumber, Redding, Ca 6.300 s Jul 11 2006 MiTek Industries, Inc. Thu Jan 25 10:42:36 2007 Page 1 -2-0.0 I 7-1-13 •11.1, 12-11-15 I 18-6-13 I 24-0-0 I i 2-0.0 7-1-13 0.9.14 5-0-4 5-6-15 5.5.3 Scale = 1:44.4 5x8 ennf 7 3x8 = 2x4 II 5x8 = 44 = 2x4 II 800 = 4x4 II 7-1.13 I 12-11-15 I 18-6.13 I 24-0-0 i 7-1-13 5-10-2 5-6-15 5-5-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 35.0 (Roof Snow 35.0) Plates Increase 1.15 TC 0.64 Vert(LL) 0.26 9-10 >999 360 MT20 220/195 BCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.37 9-10 >773 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.11 9-10 >999 240 Weight: 271 lb LUMBER TOP CHORD 2 X 4 OF NO.1&Btf G `Except' 3-6 2 X 6 OF NO.1&Btr G BOT CHORD 2 X 6 DF NO.1&Btr G WEBS 2 X 4 DF Stud/Std G `Except* 6-7 2 X 4 OF No.1 &Btr G, 6-8 2 X 4 OF No.l &Btr G REACTIONS (Ib/size) 7=3605/0-3-8, 2=3066/0-3-8 Max Horz2=77(load case 6) Max Uplift7=-523(load case 5), 2=-397(load case 5) BRACING TOP CHORD Sheathed or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=0/106,2 -3= -8362/1102,3 -11= -7835/1075,4 -11=-7835/1075,4-12=-6865/1010,5-12=-6865/1010,5-6=-6871/1012, 6-7=-3394/554 BOT CHORD 2 -10= -1044/7914,10.13= -1513/10112,9 -13=-1513/10112,9-14=-1513/10112,8-14=-1513/10112,7-8=-68/379 WEBS 3-10=-39/1309, 4-10=-2780/525,4-9=0/507, 4-8=-3495/570, 5-8=-1228/316,6-8=-1018!7039 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 4) Unbalanced snow loads have been considered for this design. 5) Overhang has been design for 2.00 times live load + dead load. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Girder carries hip end with 0-0-0 right side setback, 10-0.0 left side setback, and 8-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1190 Ib down and 314 Ib up at 10-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 9?,o ESS/p�91 S �-Q`��R �T��yc�Fy2 0 Q m X C 04.433 *� E 07 l January 25,2007 0 WARNING • Ver()y deatgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M17-7473 BEFORE USE. Design valid for use only vrith MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek k members only. lateral support of individual web membonly. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. delivery. erection and bracing, consult ANS17TP11 Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback La Safety Infotma8on available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WLane, Suite 109 I 53719. Carus Heights, CA, ne,95610 Su Job fuss I fuss I ype Qty Ply GARAGE Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 824132915 P8948 AS MONO CAL HIP 1 Job Reference (optional) Moss LUMoer, Keaaing, ua LOAD CASES) Standard 1) Snow: Lumber Increase=1.15; Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 3-11=-84, 6-12=-246,2-7=-49(F=-29) Concentrated Loads (lb) Vert: 11=-1190 Trapezoidal Loads (plf) Vert: 11= -204 -to- 12=-246 b.JUU s Jul 11 ZVUb MI1 eK Inauslnes. inc. i nu Jan ea la:4—f NU/ rage c ® WARNING - Ver jfy deatgn pamrnete and READ NOTM ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. No' valid for use only with MTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the iTe k' erector. Additional permanent bracing of the overall structure s the responsibility of the building designer. For general guidance regarding _� 1. fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality CrIterla, DSB-89 and BCSII Building Component 7777 Greenback Lane. Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onofdo Drive. Madison. WI 53719. Citrus Heights, CA, 95610 >�urrE FIRE SAFE REQUIREMENTS COUNTY PLEASE SCAN 110TRAKIT RLE California DepartmentB F of e Countv Forestry stryDepaand Fire Protection FEB 0 8 1007 176 Nelson Avenue. Oroville. California 95965 • (530) 538-7888 DEVELOPMENT SERVICES n Property Owners Name: h \ y4- (�� Property Location: X97 �� �J\ city: � 1C Inspector: _It� Inspection Date: ��S,dl Permit# Ob —\�'1 APN#(%'1—' 70-CCFI If,1. r✓"' G1272.00 MAINTENANCE`OF DEFENSIBLE SPACE MEASURES N�(a) To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and j( utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans N/a and/or shall be provided as a condition of the permit, parcel or map approval. (� It is the property owner responsibility to annually provide defensible space measures !X� around structures on this property as required by law PRC 4291). ( PRC 4291 information will be provided at the counter when the permit is issued. 11'4'41 1:11273.10 DRIVEWAYS`3 (a) All new driveway construction or an extension of an existing driveway shall I ✓ comply with Public Resources Code 4290 roadway requirements. Is the driveway new or was it extended? Yes ❑ No ❑ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed L vertical clearance of 15' along its entire lenLah. I Driveway width: Vertical Clearance' I I(c) Driveways exceeding 150' in lenbth, but less than 800' in length, shall i ( provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be provided no more than 400' apart. Driveway length: (d) A turnaround shall be provided to all building sites on driveways over 300' in t length, and shall be within 50' of the building. u I Turnaround distance from buildings: l ✓ 1273.02 ROADWAY.SURFACE The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance 1/ with local ordinances, and be capable of supporting a 40.000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and N/b turnarounds. I IDepth of aggregate base: 1 ✓ 1273.03 ROADWAY GRADES s. N, The grade for all roads, streets, private lanes and driveways shall not exceed 15%. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt I I concrete. No driveways allowed in excess of 20%. Percentageofslo : ✓ 1273.04 ROADWAY RADIUS' p (a) No roadway shall have a horizontal inside radius of curvature of less than 50' j and additional surface width of 4' shall be added to curves of 50-100' radius: 2' to ✓ jI those from 100-200'. IX I Questionable horizontal curve radius: I I (b) The length of vertical curves in roadways, exclusive of cutters, ditches. and I drainage structures designed to hold or dives water, shall be not less than 100'. j a�bpractical I Questionable vertical curve length: I ✓ 1273.05 ROADWAY TURNAROUNDS I ✓ Turnarounds are required on driveways as specified in this article. The minimum i �/ /,/ b turning radius for a turnaround shall be 40" from the center line of [lie road. If a hammerhead -T is used, the top of the "1"' shall be a minimum of 60' in length. I Type ofroadway turnaround used? Measurements? 1 1 ✓ 1273.06 ROADWAY TURNOUTS shall be a minimum of 10' wide and 30' long with a minimum 25" taper I x (Turnouts on each end. / I Roadway turnout -measurements and location: ✓ 1273.07 ROADWAY STRUCTURES (a) All driveway, road, street, and private lane roadway structures (Bridges. I culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the l iminims in vertical clearance as required by Vehicle Code Sections 35550. 35750 and 35250. 1 Bridge certified by a registered Civil Engineer? Yes ❑ No ❑ I j ✓ (b) Appropriate signing, including but not limited to weight or vertical clearance A limitations, one-way road or single lane conditions, shall reflect the capability of I each bridge. 1 Correct signs installed? Yes ❑ No ❑ I (c) A bridge with only one traffic lane may be authorized by the local jurisdiction: however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. LI Twnout measuuements on each end: Re -Inspection Dates Inspector I,, N�(a) 2nd PRC 4190 Final Inspection Master 11/24i06 t •/ . 1273.11 GATE ENTRANCES N�(a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lanes serving the gate. Gate measurements on ends: (b) All gates providing access From a road to a driveway shall be located at least N/a 30' from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. Gate distance on driveway from road: N (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. Turning radius measurements: I ✓ 1274.08 ADDRESSES FOR BUILDINGS r'F- w ::= _ • -tet' >?' All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address: however, each dwelling unit within a building shall be separately identified. Is address correct? YesAl No ❑ ✓ 1274.09 S12E OF LETTERS NUMBERS AND SYMBOLS FOR ADDRESS Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. i Letters, Numbers and Symbols correct? Yew No ❑ ✓ 1274.10 INSTALLATION LOCATION AND VISIBILITY OF ADDRESSES (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the t road on which the address is located. I Correct? Yeses No ❑ 1 N/b (b) Address signs along one-way roads shall be visible from both the untended direction of travel and the opposite direction. Correct? Yes ❑ No ❑ N, (c) Where multiple addresses are required at a single driveway, they shall be mountedon a single post. Correct? Yes ❑ No ❑ roadway provides access solely to a single commercial or industrial f A,11 address sibm shall be placed at the nearest road intersection providing �accessto p t site.s ❑ No ❑ i ✓ 1276.01 SETBACK FOR STRUCTURE DEFENSIBLE SPACE (a) All parcels I acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the road j a�bpractical I (b) For parcels less than I acre, the local jurisdiction shall provide for the same I effect. I ✓ SAME PRACTICAL EFFECT REQUIREMENTS �/ /,/ b If, Building Setback is less then 30' from all property lines and/or the center of j the road, the following shall apply: • Class A roof -Correct? Yest No ❑ I • Fully enclosed eaves on entire structure - Correct? YeA No ❑ I • Metal doors toward property line with insufficient setback Ye4R No ❑ I • Siding on entire structure from the following list: I (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding I (c) Masons' t (d) Metal (e) Other Butte County Fire Department approved materials Correct sidin • used on entire structure? Ye No ❑ i j ✓ 1276.02 DISPOSAL OF FLAMMABLE VEGETATION AND FUELS Disposal, including chipping, burying, burning or removal to a landfill site I approved by the local jurisdiction, of Flammable vegetation and fuels caused by (� site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Completed? Yes N No ❑ 1 I ✓ LESS THEN 3 C E CONVERSION EXEMPTION PERMIT OR TIMBER HARVEST PLAN If this property is located in a timber area, a less then 3 acre conversion exemption i emit or a limber harvest plan may be required. I� Are freshly cut timber slumsresent'? Yes No ❑ 1 I If yes, fax the Butte Area Forester at (530) 872-6313, notified? YesX No ❑ I Re -Inspection Dates Inspector 3 rd I Inspection Passed on: Xw1 E.H. USE L Plot Plan Attached Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance aVtCJ 0. b7 ZtA —,17-- a 7 Owner Location AP# L^ Plan Approved for: Sewage Disposal ,�- Water Supply: P Priv to Well r---- Clearance for Other 601n A a"-% c1LO 121 7�Ma Hold final for: Final cl NOTE: Environmental He 8/96 Specialist J rl Date NOTE:—All r!latcrials 2� V;' kr a ii S ice„ in 00� Practic s an Accordance w", Pcc°` n �cified u, in the of a quality prescribeC, `:�r , S Uniform Cuildinct, P,13\�`�'�9 Mechanical Codd ;end the National C\:,ctr' al de. / / Ion-, 9 / setback of 40from the property lines and a setbit of 50ft. from the road E§nterline shall be clear of %I-mctures or equipment exce a, eave.overhang. t r This set of plans and specifications MUST t,,"." : kept on the job at all times and if is unlawful make any chanycs or alterations on same with- out written permission from the Department of. Piihlic Works. County of Butte.. LEACrt 1 $4 Z_ 1"J /_ 2�_ iVOAc _ t\ 90 1 9 a� a� Ax CJ W p sept AUK. 9 a� a� Ax CJ W p PERMIT NO. 1814-84P,E(MH) PERMIT EXPIRES �� W OWNER JUANITA PEDROYA CONTR. McDonald Const. ASSESSOR PARCEL 63-17-07 LOCATION NW/end pri dr,.off NW S Heidi Way 1000' NE from inter Nopel Ave & Heidi Wa, FR OFFICE t y Address %1� '� 91'l� niE� vv GAS, �sN Meter By ,} Mate " ELECTRIC 2 ¢, Meter- Date By L Temp. Power Pole Called PG&E Temp. Elec. Servi Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) , ( V� Signature J OK 0 = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOB EHOME UTILITIES (Plans) OK except p's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except H's Zoning Requirements—Setbacks—Easements 1. Zoning Requirements—Setbacks—.Easements . Soils; Special MH Su ort—Sketc 2. Footings; Size—Depth—Spacing-Connectors j Sewer; Location )Fall-o—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4 ater; Loc on Tes Ease eeded (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing Electricity; Loc on—Clear ces / a/ Amp Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures Gas, LocatiorTg$%Wr/ /"L"ft./ /"Nat. or /"L"ft./?/"LPG 6. Carports; Windows—Doors kjV Utility Clearance R 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date MO LEHOME IN TALLATION (Plans) OK except #'s Date POOLS (Plans) OK except N's on i nVA equirements—Setbacks—Easements 1. Setbacks—Easements o s Size paciag7Marriage Line 2. Soils; Compaction—Structure Stability Ir G s; MH d V —Co ctor 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining lectricity H s GFeeeevers—Bre rs—Clea ces 4. Elec.; Receptacles and Lighting; Distances—GFI rain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI V,Vater; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed V Water and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8 Ga and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghig. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit xits; Insp.—Sketch 1 Cert!, of Occupancy g. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date 12ra q Card -BI Date Card -BI Date Card -BI Date Card B -I 5 Date 311 IVSCard-BI Date Card -BI Date Card -BI Date I J = OK 0 =. Not OK ' Niclble Not Ready RESIDENTIAL, (Single and Duplex) � Rea Date UNDERFLOOR Plans OK exce t#'s _Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 55. Shear Walls; Nailing -Bolts 10. Water Pipe; Test-Anchors-Regulator-Seryice Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. 59. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. 64. Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. &Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 72. Insulation -Foam -Looked in Attic ❑Yes73. Guard Rails &Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes EJ No 75. 76. Following instld.: Drive 9 [3 Yes ❑ No; Walks El Yes ❑ No; Planters El Yes C) No Stucco; Brown -Finish 28. Service -Riser Conductors & Ground -Main Disconnect 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. 80. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except k's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86. Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING Plans OK except p's _ 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. 44. Cing. Joist-Rftr. Ties - Purl in-Roof_Brac.-Truss-Shthnp_.-Rfng._ Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be madeeach time youvisit jobsite) MOBILEHOME INSTALLATION ACCEPTANCE A' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 Address or location of mobilehome Owner's name y- Owner's address Insignia or hud number Manufacturer's name Serial number of V.I.N. . (Official Approving Installation PERMIT N0. _ Year of manufacture (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 5138 White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 , Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE /u - I,I A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. K&I 0 Inspector Date `'� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE /V - A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office wh�te correction of work is completed. If you have any question pertaining to this mar, or need additional explanation, please contact this office immediately. d Inspector_'" ti Da COUN"Y OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE to 8 A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 44''�' ZII if� liMt�1/LA1 t U� Mil.4ztq la r�?n s1itLPd/ Ai /r LY 61 'AZ d&ll e17 l! n J • �-L.. 7 . 7 w/: 1'M +1 /.'i _ ., /_. / ? z6 "': I V I a,f'it t r L M 'k Inspector ✓ /� Date/ l /l 1 /v V COUNTY OF BUTTE Y_. DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise -- Phone: 872-2961, Ext. 57 CORRECTION NOTICE 10 - W PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. C:j, .A4-wl- Jam. M.t M x ,f 2NK - Inspector___��� Date. COUNTY OF BUTTE • DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5343541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER , f PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. W/�/`ta��zf _ !A t t'..✓ tit r��t'.�' ,fip Z'-'' �. � � 1 : �J � , ,�i � i1 cM'�tti + t Lr/�'/�LC. C _. �+'✓JL `t.���� /.� rM 7 - U k -W., 1 ty i C'G4"2 I1/+ ✓71 ■ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Vat,,r, or need additional explanation, please contact this office immediately. Inspector___ Date /�/s COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS �- * • 7 County Center Drive - Oroville, California 9965 -Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUM f R ZONING ' BUILDING PERMIT OWNE \�) S _ ���'- TELEPHONE SQ. FT. OCC. BUILDING VA UATI N N OWNER' AILI G AD RES tiJ V I 1 ��- CONTRACTOR'S'NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER ( .// UNKN Wt�s �J Total Valuation $ Filing Fee $ 1.00 - LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER / LICENSE NO. Plan Checking Fee $ r Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ �BUILDI G ADDRESS \ S PLUMBING PERMIT Filing Fee 10.00 L r Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.00 e TYPE OF WORK r- New ❑ Addition ❑ Remodde'lry Utilities ❑ InstallationOther ❑ Describe work: a "� f I o � Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.& OR ACDNS. ACC. BLDGS. 1 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): _ ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ` I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. MULTI -OUTLET 2,50 ea NON.RES'D BRANCH CIRCUITS) NEW CONSTPOWER APPARATUS & NON- R RESID. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES BA 030 FIXED APPLNS, OR Ex. Occup. OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. keep harmless the County of Butte against I also agree t save, indemnify r(abd all Iia ilitie j qments, co is xpenses which may in any way ac rue again ai unty In cons u the granting of this peri-t.� %� Date Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structuresover3 stories in height. Mobile Home Installation Fee $ C S^ TOTAL PERMIT FEE $ OCCUP. GROUP TYPE OF CONST. PARCE PD HD ssuE t This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which 13 ECTOR OF PUBLIC BY �— PEFT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date \`_ /Z—/'7i P �,-5 Receipt No. �—tts WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT MOBILEHOME SUPPORT DATA If other than single wide, G, furnish Setup Model No.�%0000/� Year ��i� Mobilehome Mfr. )Width �(ft.) Box Length., / (ft.) Tagalong or Expando Size ft. xft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. ` Footings (Check one) (f .01 (in.) I (in.)1 (in.) *If center piers are other than drawn above, draw in -locations, spacing,. and dimensions. �I/ it -- Max. Overhang BUTTE COUNTY BUILDING DRARTMEN r APV ®VE; Single - Wood either pressure treated or foundation grade:: x (ft.)(in:) (in.) (in.) I 2. Other: (specify) Center suprt Center support footiing sizes Supporta (check one) location (in.) Concrete block. a 2 : Other. (specify) ! (an.) (in:) *—Tagalong or Expando,' show support details. (ft.)(in.) (in.) (in.) �a- x 30 -- Typical Support (in. (in.) Footing Size X (ft'.) (in) (in. (in.) l� -- Max. Pier Spacing (f .01 (in.) I (in.)1 (in.) *If center piers are other than drawn above, draw in -locations, spacing,. and dimensions. �I/ it -- Max. Overhang BUTTE COUNTY BUILDING DRARTMEN r APV ®VE; 1. Owner's name: 2. Installer's na BUTTE COUNTY.DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 3. Is the site currently under permit? Yet // No (If yes, furnish permit number d'(- ) OR . Is the site an existing site? Yes / / No / 37 (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / No ( If no, clarify ) ( ) 5. What is the mobilehome electrical rating? ----------------------- 7=7-p Lim Amps 6. What is the mobilehome site service rating? --------------------- AmP s 7.. What is the mobilehome site circuit breaker rating? ------------- /i9tO 40 -."Amps 8. Is there any other electric load to be'served by the mobilehome siteservice? -------------------------------------------- ------- Yes No (If yes; identify the load and size: U (Load) A* (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- (in.) 10. What is the type of gas service? ------------------------------ Natural /% LPG / / -f- 11. What is the gas pipe length from meter or tank to the mobilehome? 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas . or less than 50 ft.•on LPG.) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND, PERMIT PERMIT NO. d — ASSESSOR PARCEL NIYBER 3 l/1/ ZONIN BUILDING PERMIT OWNER EC�JJE Ho SQ. FT. OCC. BUILDING VALUATIO �^O'Z OWNER' ASI LING ADDR SS 9 - CONTRA TOR' N ME �- C / E EPHONE CONTRA',TTOR•S WILING' ADDRESS " Vim' 3(7� Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ,00 Penalty $ ARCHITE T OR ENGINEER'S MAILING ADDRESS fee $ ��i aria BUILDING ADDRE ( /L M PLUMBING PERMIT Filing Fee 10.00 r D6� `JIg Each Trap 2.00 Solar Water Heater 20.00 A„Iyl D'wTA-`' Water piping 5.00 L T NO. SUBDIVISION NAME ARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome V Other SPECIFY Building sewer 5.00 Mobile Home 10.00 e e TYPE OF WORK New ❑ Addition❑ Remodel Utilities Installation❑ Other ❑ Describe work: �_� t�w4 Permit Fee $ l - _Wu Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 �, Main service EA. ADD'L 100 AMP 2.50 r jO NEW CONST. DWELLING OCCUP.& OR ADDNS, ( ACC. BLDGS. 21/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. %( License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) X1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR LTI-OUTLET 2,50 ea NON-RESD BRANCH CIRC ITS NEW CONSTR POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. z0050e Ex. Occup(o XTS OR FIXTURES 9ALO 30 FIXEEDDAPPLNS, OR Ex. OCCUp- OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 100 Misc. Wiring 15.00 Permit Fee $ -31.56 Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 10 I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter up n the above -mention property for inspection purposes. W I also agree to a i emnify a e p mless the County of But a ag st all Iia lliti s, gme s, cost d e ses which may in y ay a rue again d ty i conseq f granting of this p r It. X I(/ Date Sign tore of Applicant — Ownert Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 0 OCCUP. GROUP TYPE of CONST. PAR P H ISSU 1 This permit is hereby issued under sions of the Butte County Code and/or work ind' ted above for which DIRE OR OF PUBLIC BY PERMIT EXPIRE ate the applicable provi- resolutions to do fees have been paid. WORKS Date �1 Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT -17-07 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 8ii-231p2 FOR RESIDENTIAL DEVELOPMENT OFFICIAL REC0F0' Section 26-8.1 of the Butte County Code requires this acknowledgement -36"" Ca'0. NTY-C,a;•h be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included 3 27 '-M within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, p6stic Q, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: • �0'gJSM O� COMPNOGVMtxAt �R�G1NP& Date: State o SS. County of v Tr ) me, the PROPERTY 0 RS: day of U N 19 d T, before undersigned Notary Public, personally appeared -T-/-Per-sona+Iy--k'crown- tto---me. / / Proved to me on the basis of satisfactory evidence.. to be the persons) whose hame(s) S subscribed to •� Q OFFICIAL SEAL the within instrument and acknowledged that S/ Q%TTY ANN SFr.iT"!EQ executed the same for the purposes therein contained. =t• ,. y •°r` = ; : NOTARY PU8L:0 - C,=:L?RNIA '' IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. Oh-�S t� Notary Public uLLJ{,.nir I lull: All that certain real property situate in the County of Butte, State of California, described as follows:., PARrFI T A portion of the Southeast quarter of Section 6, Township 23 North, Range 3 East, M.D.B. & M., more particularly described as follows: -Commencing at the Southeast corner of said Section 6; thence North 860 17' 39" West along the South line of said Section 6, a distance of 755.76 feet to a point; thence North 220 10' 26" East, a distance of 250.55 feet to the point of beginning for the parcel of land herein described; thence North 780 01' 20" West, a distance of 466.90 feet to a point located in the Easterly boundary line of that certain parcel of land described in the Deed to Claude W. Causley, et ux, recorded August 15, 1963 in Book 1264 of Official Records, at page 291, records of Butte County, California; thence following along said Easterly boundary line of said Causley parcel, North 470 06' 00" East, a distance of 147.11 feet to a A inch iron pipe .tagged L. S. 2621; thence North 110 50' 45" West, a distance of 174.64 feet to a point on the Southerly right of way of California State Highway 32, as described in the Deed to the State of California, recorded January 30, 1958 in Book 923 of Official Records, at page 272, records of Butte County, California, said point being also the most Northerly corner of said Causley parcel; thence Northeasterly along said Highway right of way, on the are of a 1000 foot radius non -tangent curve to the left, through a central angle of 70 51' 49", for an are distance of 137.25 feet, the chord of said are bears North 450 00' 33" East, for a distance of 137.14 feet to the most Westerly corner of that certain parcel of land as described in the Deed to K. A. Gaines, et ux, recorded June 18, 1963 in Book 1252 of Official Records, at page 220, records of Butte County, California; thence following along the Southerly boundary line of said Gaines parcel, South 690 45' 00" East, for a distance of 442.25 feet to the Southeast corner thereof, said point bears North 220 10' 26" East from the point of beginning; thence South 220 10' 26" West, a distance of 336.72 feet to the point of beginning. PARCEL II: A right of way for road and public utility purposes over a strip of land 60 feet in width, the centerline of which is described as follows: BEGINNING at the Southeast corner of Section 6, Township 23 North, Range 3 East, M.D.B. & M.; thence North 860 17' 39" West along the South line of said Section 6, a distance of 702.49 feet to the point of beginning for said centerline; thence North 860 47' 37" West along the South line of said Section 6, a distance of 53.27 feet; thence North 22° 10' 26" East, 310.55 feet to the end of said centerline. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I, above. w 0 C� Cr -v rn (continued) E,p„ Cil PARCEL III: A non-exclusive easement for road and public utility land 60.00 feet in width lying 30.00 feet on each side of thepposes follow4i line: ng describedfcenter Beginning at the Northeast corner'of Section 79 M.D.B. & M., and thence following along the Northerly boundary ry line th,Rthere3 East, North 86° 17' 39'! West as shown . on that certain Record of Survey Map for Donald N. Choate, et al, which map was filed in the office of the Recorder of Butte County, California, in Book 39 of Maps, at pages 19, 20, and 21;_for a distance of02.49 feet; thence leaving said Northerly boundary line of Section " West for a distance of 64.25 feet; thence South 60 16' 7, South 1;° 007 00 thence South 420 06' 28" West for a distance of 16 feet- West for 133=98 0feet; 3 48, 02" West for a distance of 172.88 feet; thenceSouth 566 12, 51" West for a distance of 557.44 feet; thence South 360 04' 31" East for a distance of8. feet; thence South 290 17' 12" East for a distance of 40.00 feet to the North- easterly corner of that certain parcel of land conveyed by deed to Raymond P. Perry, recorded in Book 159+ of the Official Records, of Butte County at page 172, and being as shown on the aforementioned Record of ' California, Donald N. Choate; thence continuing ° Survey Map for Easterly boundary boon line of said RSouth 29 17, 12" East and following along the aymond P. Perry parcel and along the Easterly boundary line of that certain- parcel of land conveyed in deed to Clarence W. Perry, et ux, recorded in Book 1332 of the Official Records of Butte County, California, at page 298, and along the Southerly extension thereof, for a distance of 515.57 feet to a point located in the Southerly boundary said Section 7 and as shown on said Record of SurveyMap; t line of Lot 90of 17' 12" West for a distance of 555.57 feet; thence North thence North 29 a distance of 334.11 feet; thence North 200 � " 3 0 �� stn West for .feet; thence North 530 13' Ol" West be' 31 13 West for a distance of 311.38 _ at t; in Parallel to and 30.00 feet Southwesterly rightangles to the Southwesterly Boundary line of that certain as conveyed by deed to H. D. Ritsch, recorded in Book 1l�68 of the Official Recel of cords for of Butte County, California, at page l�58, for a distance of 310.91 feet; thence North 560 46' 16" West for a distance of 134.62 feet to the beginning tangent curve to the right; thence follow' s -t a non - curve to the right, the chord of which bears North 510 arc of said non -tangent of 33.42 feet, through a central 5 50' 28" West for a distance feet, for an are distance of angle of 7° 36' 14"+ with a radius of 252.00 33.44 feet to a point located in the centerline of Robert E. Lee Drive as shown on said Record of Survey Map and as shown on that. certain map cf the Northwoods Subdivision Unit No. 1 which of the Recorder of Butte County, California, in Booka23ap wof filed a in the office and the end of said road centerline. P ' page 18 I EXCEPT -DIG THEREFROM that portion of the right of the Perry Lands mentioned above. way lying within the boundaries of 0 LL o UQ cc C.T1 a r_ rn END OF DO'CU,1AMT � ►orkrnanship N®TE%—All Materials & n Zed C �'� Accordance with Recog F f C), a quality prescribed for they ech, u.i.form Building,,plumb�g end the National Electr -- Co 'e. I� A setback of 9 the Property lines and aTe ack of 50ft. from the road- c*,fterline shall be clea, f structures or equiiprdneia for a f't. eave I0Fv-a , 0 > t r i 1 `1 in This set of plans and specifications MUST be t es an � kept on the job at all times and it is -unlawful to ise in t make any changes or alterations on same with- out written permission from the Department of cal Co `9�,:;, . Public Works, County of Butte. 3.79 Ac. V 1i_ L.EAC1� I• Utility connections sha 1 witl 4 ft. of the mobilehome, either directly behindor within tl half of the roa&ide �(ief) c rimobilehome- A. permit will be required for the E/ - —MC /vim installation of the mobilehome. f 90 r 14.%+ TE COUNTY (,5-1- 7e J PERMIT NO. 6651-78B,P,E,M PERMIT EXPIRES /a `c>?—,7 _7 ` ;OWNER Tim Hanna CONTR. Nelson & Hughes, Chico 63-17-7 LOCATION (A.P. ) W/S pri.&rt rd.,app.400'N.of Heidi Way, app z mi.N.of Nopel, Forest Ranch `4 I i Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E t JOB FINALED (Date) (Signature) COUNTY OF BUTTE — DEPARTMENT.OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor StemwalI Sidina To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwa I I Insulation Heaters Slab Carport Footings Prov. for physically handicapped Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping M 1 EHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) P COUNTY OF BUTTE r— DEPARTMENT OF PUBLIC WORJS �• 7 County Center Drive — Orgville, California 95965 / TelephoFie: 534-4541 APPLICATION AND PERMIT / Owner f � Mai I i ng Address Contractor„ Mailing Address�;i,� l� Building Address SOD oJ�Ljd e- W A %,l.t'k Al- &j'o fLZZ - Telephone No. A. P. No. � / — © / Yoning & PI pyin g F,6eSI w!C. S on Fire Dept. Fire Zone Use Pe it EQA Parking Parcel Parcel Map -1-60' R/W Improvements Plans Declaration Bldg. Plans Recd r e prova Plans Appr NEW ® ADDITION UTILITIES ❑ OTHER ❑ Single Family R Duplex ❑ Mobil Home ❑ Others ❑ CONTRACTORS LICENSE LA I am licensed under the provisio o Chapt r Div. 3, of the Stat f California Business & rofe sions o e under the name style f: License I am exempt from the Classification _ BUILDING SQ. FT. I OCC. I BUILDING VALUATION Fireplace , V 6AZon L I Total Valuation ELECTRICAL No.1 Permit Fee PERMIT FILING FEE Plan Checking Fee &/or Penalty Main service Permit Fee 5.00 PLUMBING No.1 @ PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 c g s , er heater or vent 1.50 asp ping system 1 - 5 outlets 1.50 Each additional outlet .30 B idding sewer 5.00 Lawn sprinkler system 2.00 Permit Fee 6AZon L I $ ELECTRICAL No.1 @ PERMIT FILING FEE $3.00 Main service OR LE 80000 AMP ORSLESS 5.00 Main service EA. ADD'L too AMP 2.50 Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD•L 100 AMP 1.00 NEW CONST. OR ADONS. %D CUP. Sl 1 20Sq tt NEW CONSTR.(WUC Nn N.RHSID. L T BRANCH CIRCUITS 2.50ea FEE FEE Ex. OCCUp(OUTLETS OR FIXTIIPES 6AZon L I EX. OCCU FIXED APPLNS. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT FILING FEE I am aware of the provisions of Section3700 of the California Labor Heating //ti,AA YS—M Code which requires every employer to be insured against liability for Workmen's Compensation. Fa I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ie certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this icatr n d state that the above information is corre I agre co ly o all County Ordinances and State L s sting t ,' uil ng construction, and hereby authorize r es atives of 'e C un of Butte to enter upon the above -me lone roperty f 'nsp c ' n purposes. X Date Sig otur of Permitee o A e7ntt Receipt No. v White-D.P.W. – Ye low -Assessor – Pink -Inspector – Goldenrod -Applicant Cooling @ FEE $3.00 .0-0 Ventilation t6m)toft-41-:X1F-M11y1V0 Hood I I 2.00 CM Permit Fee $ $ 00 Land Development Fee $ (`S� TOTAL PERMIT FEE $;,ZUJI, This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC,JQR OF LIC WORKS 'OOOBY Date /0�a Building permit expires Date�� v2 1 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX,,&„MISC. ONLY) I / Bldg. Permit if OWNER A.P. # K,-? A. GENERAL �• _ Zoning requirements (sideyards and parking) . Valuation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN ry Complete parcel size and dimensions. Setba&kq, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. C FLOOR PLAN (( / Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). ,a -.""'Required windows for second exit (Sec. 1404). /. Allowable glazing for energy requirements (20% max. per State law). Human impact glass (Sec. 5406). ,C<l Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. A9 Locations of water heater, heating & co equipment, other electrica as equipment, and plumbing fixtures. Garage firewall, door size, and c ser (Sec. 503(d)(4)). 1 - 3'0" exterior exit door (Se . 3303d). Fireplace location. J.9 Smoke detectors (Sec. 1413). o D. STRUCTURAL DETAILS IWJrA IC �/' oundation plan complete enough to construct sling. F(, op _ r S oor construction details complete enough to const ilding. Elevations and wall construction details complete enough to c t Roof construction details complete enough to construct building. Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements E. MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. ,�4� Stairway details (Sec. 3305). �3� Guardrail details (Sec. 1716). -4. Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706 & 4708). Pr per roof pitch for roof covering (Chapter 32). 7..7� after ties or bearing ridge beam. building. (State law). Garage door or porch header sizes. Adequate bracing. .�.O. Living area over. garage - complete 1 -hour separation required nwalls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). inc ing,:supporting i n c8d, CaliforniaDepartfaent.of Forestry and I iire Protection Butte County Fire Department -� Fire Safe Requirements Permit# o6 -11"6- Under 1"6- Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit, These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the —17' shall be a minimum of 60 feet in length 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 c F r� E Q U I R E M E N T S 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space f� (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 r• Same Practical Effect for Buildings less then 30 feet from Property line: a [ ] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [� Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. MAY 2.4.42006 Date Revised 02/28/06 3 Darren Read Fire Protection Planning MiTek Industries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 Clie Loca I.D. No. r-2 3 Date: Job Info 5.321 EASTSIDE ROAD REDDING, CA 96001 PHONE: (530) 244-0700 FAX: (530) 244-3329 . TRUSS ENGINEERING & LAYOUT WARNING: DO NOT CUT OR ALTER TRUSSES TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING.lmumcnm `��`�� 0��5 SE 124Th Avenue SEE HIB -91 SUMMARY SHEET COMMENTARY ANS PpPg Vancouver, hAvenWashington986s4 RECOMMENDATIONS FOR HANDLING, INSTALLING & Phone: (530) 449-3840 BRACING METAL PLATE CONNECTED WOOD TRUSSES Fax=(53o)44s3953 I.C.B.O. RESEACH NO. ER -4922 NER-QA275 - Job Truss Truss Type City Ply LOADING (psf) SPACING 2-0.0 CSI 814144469 Z1102 A FINK 1 1 35.0 Plates Increase 1.15 TC 0.60 Vart(LL) -0.17 B-9 (optional) Moss LUMOer, nCUUI1VU, u.r1 ZovU 1 V, d %.du 1 Jn I S Uci r r CUUL INI 1 eK InOUSCries, mc. WaO NOV U6 1 1 :414:4 r LUU4 Page 1 -2-0-0 64-14 12-0.0 17.7.2 2"-0 26.0-0 2-0-0 64.14 5-7-2 5.7.2 8.4-14 2.0-0 Scale - 1:45.5 4x5 = 4 4xb = 9 8 4x5 = 4x4 = 5x6 = 8.3.4 15-e-12 24.0-0 BJ4 7-5-8 8-3-4 Plate Offsets (X,Y): (2:0-3-2,0-0.21,(6:0-3-2,0-0-21,(8:0-3-0,0-3-01 LOADING (psf) SPACING 2-0.0 CSI OEFL in ((oc) I/deft PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.60 Vart(LL) -0.17 B-9 >999 M1120 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.44 Vant(TL) -0.24 8-9 >999 BCLL 0.0 Rep Stress Incr YES We 0.34 Harz(TL) 0.07 6 n/a BCDL 7.0 Cade USC97/ANS19.5 (Matrix) 1 st LC LL Min I/dell — 360 Weight: 94 Ib LUMBER 1 BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD WEBS 2 X 4 OF Stud/Std-G I REACTIONS (Ib/sizel 2 =1342/0-3.8, 6 =1342/0-3-8 Max Grav 2-1454(load case 21, 6=1,454(load case 3) FORCES (ib) - First Load Case Only TOP CHORD 1-2-51, 2-3=-2713, 3.4=-2342, 4-5=-2342, 5-6=-2713, 6-7=51 BOT CHORD 2-9=2486, 8-9-1708, 6-8=2486 WEBS 3-9=-493, 4-9=651, 4-8=651, 5-8=-493 Sheathed or 3-9-2 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES '1) Design load is based on 35.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss hes been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads par Table No. 16-B, UBC -97. 5) A plate rating reduction of 209% has been applied for the green lumber members. 6) This truss hes been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard QgpFESS/p\ C 17180 zS *\ EXP W30/05* s CIVIL �P �0FCAL*��/ November 3,2004 Q Wi1RNUM .7- jy dufaw yorameCem sand READ NOT793 ON TIUS AND XMVDED W7ZK RIEFE"NCE PAGE AW -7479 88FOR8 Ua6. 7777 Greenback lane 2 Design veld for use only with Wrek conneclers. This design Is based only upon perameler shown. and b loran Individual building component. Suite 109 Appllcabilily of design paromenten and proper Incorporation of component b responslbiGly, of building designer. not buss designer. Bracing shown Citrus Heights, CA, 95810 Is for literal support of individual Web members onty. Additional temporary btacing to Insure slablUty during conshuction is the respandbil➢ly of the weclor. Additional parmonenI bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quafily control storage, delivery, eraclion and bracing. consull ANSI/TPII Quality CrBada, DSO -B9 and BCSII Building Componenl M Safety Information available from Thus Plale Institute, 5113 VOnohlo Drive, Madison, WI 53719. MiTek Job Truss Truss Type Qty Ply 24-0-0 24.0.0 2), 29-153(load case 2), 30-153(load case 2), 31=156(load case 2), 32-147(load LOADING fpsf) SPACING R14144470 Z1102 AE FINK 1 1 35.0 Plates Increase 1.15 TC 0.52 Vert(LL) We - n/a (optional) A d -.- -1 . - , , cvvc ,vn, cw o,uua u,ea, mc. vvuu rvov - r s:a• - euuw rage I -2.0.0 12.0.0 24.0-0 26.0.0 2-0.0 120 12-0-0 2.0.0 Scale = 1:45.5 40 = r. r v 10 11 4W4 zi ;elf zi 20 4x4 = d 40 = TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No. 1&Str-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 2-371/24-0-0, 24=4/24-0-0, 18-371/24-0-0, 28=137/24-0-0, 29=129/24-0-0, 30=131/24-0-0, 31 -130/24-0-0, 32=134/24-0-0, 33=108/24-0-0, 34=203/24-D-0 , 27=137/24-0-0. 26-130/24-0-0, 25=127/24-0-0, 23=129/24-0-0, 22=135/24-0-0, 21 =108/24-0-0, 20=203/24-0-0 Max Grav 2=593(load case 2), 24= 12(load case 4), 18=593(load case 3), 28=166(load case 24-0-0 24.0.0 2), 29-153(load case 2), 30-153(load case 2), 31=156(load case 2), 32-147(load LOADING fpsf) SPACING 2-0-0' CSI DEFL infloc) I/deft PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.52 Vert(LL) We - n/a M1120 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.19 Vert(TL) 0.08 1-2 >283 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 18 n/a BCDL 7.0 Cade USC97/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 114 Ib LUMBER 6► This truss has been designed with ANSI/TPI 1-1996 criteria. lr S � BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No. 1&Str-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 2-371/24-0-0, 24=4/24-0-0, 18-371/24-0-0, 28=137/24-0-0, 29=129/24-0-0, 30=131/24-0-0, 31 -130/24-0-0, 32=134/24-0-0, 33=108/24-0-0, 34=203/24-D-0 , 27=137/24-0-0. 26-130/24-0-0, 25=127/24-0-0, 23=129/24-0-0, 22=135/24-0-0, 21 =108/24-0-0, 20=203/24-0-0 Max Grav 2=593(load case 2), 24= 12(load case 4), 18=593(load case 3), 28=166(load case 2), 29-153(load case 2), 30-153(load case 2), 31=156(load case 2), 32-147(load case 2), 33=173(load case 2), 34=203(load case 1), 27-165(load case 3), 26-153(load case 31, 25=151(load case 3), 23=1651load case 3). 22=148(load case 3), 21-173(load case 3), 20-203(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=51, 2-3=-61, 3-4=-34, 4-5-11, 5-6=-27, 6-7-9, 7-8=9, 8.9=9, 9-10--28, 10-11 =-28, 11-12=-26, 12-13=-26, 13-14=-26, 1415=-27, 15-16=-25, 16-17=-34, 17-18=-61, 18-19=51 - BOT CHORD 2-34-8, 33-34-6, 32-33=B, 31-32=8, 30-31 =8, 29-30=8, 28-29=8, 27-28=8, 26-27-8, 25-26=8, 2425=8, 23-24=8, 22-23=8, 21-22=8, 20-21 =8, 18-20=8 WEBS 9-28--117, 8-29=-111, 7-30--112, 6-31 =-111, 5-32--118, 4-33--82, 3-34=-194, 11-27=-117, 12-26=-111, 13-25=-112, 14-23=-111, 15-22=-118, 16-21 =-82, 17-20--194 NOTES 1) All plates are 1.5x4 M1120 unless otherwise indicated. 2) Gable requires continuous baaom chord bearing. oV,?,()FES$/O� 3) Gable studs spaced at 1-4.0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. r 6► This truss has been designed with ANSI/TPI 1-1996 criteria. lr S � ,-p * EXP. 06/30/05 LOAD CASE(S) Standard C10. �P 4 OF CAI.\E November 3,2004 A tp'IRNDPO' Vm1/y dei/pn pww-&� and HEAD N072S ON ME AND MCLUDED 7EE REps• "NCC PAGE AM -7413 HP9GRE Oso;, 7777 Greenback Lane Design valid 1w use only vilh MTek connectors. This design b based only upas perameAO len shown, and Is for an Individual building component. Suite 109 Applicability of design pwamenlen and proper incerporafion of component Is responsiblilly of buUng designer- not trust designer. Bracing shown Ciinrs Heighu, CA, 95610 Is for lateral support of InrCviduoi web mambas only. Addillonal temporary bracing to Insure stability during construction Is the rasponsOxllify of the erector. Addillanal pennanonl bracing of the overall structure Is The responsibility of The building designer. For general guidance regarcitnb fabrication, quality control, siorage, delivery, erection and bracing, consult ANSI/1PI1 Ouelify Crtlerla. OSS -69 and BCSII Suliding Component Safely Information available ham Truss Plate Institule, 5113 D'Onofrio Orive, Madison, WI 53719. M iTekm STANDARD GABLE END DETAIL, jam.(-L-Z(gj WINE) SPEED 78 MPH. WEAN WALL HEICHT IS FT. NOTES: TOP CHORD MAY BE NOTCHED FOR 2u OL?LOOKER6 DIAGONAL OR L-BRACINGWS*�ILED�TMSEO=s-O,C,MIN.ONGABLEENDWffH _TRUSSES AT 24' O.C- v'jg I.LS Q 1Q' O.C. MAX WftN NO VERTCAL REOU1REO Z REFER TO TABLE BELOWNOTCH. TOP CHORD MAYBE NOTCHED ONLY DIRECTLYOVER 'i X4 STUDS o EFFACE OR CONTIN OUS ZX4 r2 oa OM Sc a MUSTTBEEO /2' PL T W000 SHEATHING ATTACHED TO ONE FACE OF THE TOP CHORD IF CABLE STUDS W� ?iC3 Ti P. EXCEED Te' O.C, AND A MD DOES NOT FALL UNDER EACH OUTLOOKIrRS NOTCK CONNECT SCAB WITH T -ROW OF 100 COMMON WIRE NAILS SPACED AT T2- O.C. MAX THE MAIL OUTLOOKER LEND L l 3 " MAX. 1 1b i2 ok Lcak�2lo' 5 VARIES TO COMt!CN TRUSS fJr1 .1Ef0X4 LATERAL A A �A1L04` BRACING AS CONT. BEARING. 3X5 SPL. OPT. SPAN TO MATCH COHNON.TRUSS. TYPICAL 2X4' L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, S' O.C. VERTICAL STUD / SECTION A -A. END WALL f o.H. FURRING STRIP OR LATH ROTC -0 e-kq- ^�ok FK- 5GI e- iwcg. ErA ek . e�40 -mu SS LATERAL BRACING NAILING SCHEOULE- VERT• HEIGHT. # NAIL AT Q END UP TO 7'-0' 2 - 10d 7'-8' - 8'-e• 3 - led OVER 8'-5' 4 - led MAXIMUM VERTICAL STUDS HEIGHT, SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL GRACE WITH L -BRACE 12 INCH O.C. 5-7-2 14-3-12 le -t-14 15 INCH O.C. 5-1-0 12-4-12 24 INCH O.C. 4-5-4 19-1-7 s -e-3 NOTE- 3FUPNISH COPY OF THIS DRAWINO TO CONTRACTOR 1.YERT. HAD BEEW CHECxED FOR 8HP A H WIND LOAD, FOR BRACING INSTALLATIOt1 MEAN WALL HEIGHT Cr- 15 FT, XND L./2413OEFL. CRIT, 2,COtKCTION BETWEEN BOTTOM CHORD OF CABLE END i1RACING SHOVN IS FOR IDUAL TRUSS ONLY, TRUSS AND WALL_ TO BE PROYIOC-0 By PROJECT ENGINEER CONSULT BLDG. ARLHIT CT; ENG FOR OR ARCHITECT. TEWORART AND PEWr NT ACING OF ROOF SY; MINIMUM GRADE OF LUMBER LOADING L (PSI= 0 STR. INCR. I 25 V. T.C. 2X4 No.l 91 CIF -L PI -95 Crit, TOP 9 11 DRAWN BY I J5 B.C. 2X4 No -1 91 CF -L Lec-94 BOTTOM 8 le CHECKED BY I JAI Webs 2Xi STUD/ST13LVF�L SPACINCI 24 Inti ' O.C. REP, STRESS, YES bT3c.e ��lD -cQt�K L).164 ZaSis-T- CSP' To vat Qc.F: Yj"' crca> Vrza'v(mv �,,ii�. oT2 `^Tli>✓rL ��is/�'CL 12C`��lS'rlw1G f'..l�I��ECCl�?�'tC t2�ScS-r I �a vLF Is b-rra�•�Gp -tc arsr� r1 �F cJU� It`1 p�Gc¢DE,�� u-, Tl� LLEiG 'T�Tsll �5-- , dnlr7-ttzuss. 11164— ir3�cYC�L7 Ifo Gprrr. 3�,1-,. w�l{. J'-0'tz ��a FSP. co...,ecTle,.l � c*T►Lt`-..Z�.. OCT 2.6 NO, CCL '919 EXP 0-3L - .' 4C �O� MiTek' October 25,.2000 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916) 631 7811 MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. oiii%, iy, ?90FESsfo �pONG a Redo Chief ee>-XP 9-30-04 Wester i q 10 IV ` Q, �oF RY/ek Symbols 'Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Injury � 3/4' 'Center plate on joint unless .Personal dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. ' owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /8 cz ca J5 3. Place plates on each face of truss at each p �+ joint and embed fully. Avoid knots and wane O u �, 3 O at joint locations. �+ U�ti U 4. Unless otherwise noted, locate chord splices a0 a at 1A panel length (± 6" from adjacent joint.) ' For 4 x 2 orientation, locate ~ C8 C7 Cd BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ��'� 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. '' %jt ' engineer. ERE M. JT 6 % 15. Care should be exercised in handling, erection and installation of trusses. I MITek Engineering Reference Sheet: MII-7473 I © 1993 MiTek® Holdings, Inc, .N - - ANU DKALmu Vr ME 1 NL r'LH 1 C %,VllllC%w I CU- W VVU. 1 KU GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to Identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCS1 1-03 Guide to Good Practice for Handling. Installing &Bracing of Metal Plate connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-83 Summary Sheet - t"teb Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. Los trusses no estan marcados de ninglin modo que identifique la frecuencia o localizad6n de los ardostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de los lasses. Vea el foijeto BCSI 1-03 Guia de Buena Prdctica para el Manejo Instalad6n v Amostre de IDs Trusses de Madera ConneMdos con Placas de Metaloara para mayor informad6n. Los dibujos de diseno de IDs lasses pueden especificar las localizaciones de IDs arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja res6men SCSI -87 para lot ardostres Dermanentes y refuerzos de los miembros secundarios (webs) para mayor informaci6n. EI recto de arriostres permanentes son la responsabilidad del Disenador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Qgloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectpres cuando torte los empaques. HANDLING - MANEJO rlf Allow no more No permits mas Qi Use special care in Utilice cuidado LJ than 3" of defec- de 3 pulgadas de windy weather or especial en dias tion for every 10' pandeo por cada 10 near power lines ventosos o cerca de of span. pies de tramo. and airports. cables electricos o de aeropuertos. m to Spreader bar for truss bundles a*— I oapCo i � a ra Ittw• a I ha r'7f Check banding Revise los empaques LJ prior to moving antes de mover los bundles. paquetes de trusses. Q, Avoid lateral bending. — Evite la fiexi6n lateral. QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK c!'7 p `� Y M A QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. _1 IITJ a OL ITN Do not store No aimacene unbraced bundles verticalmente los upright. trusses sueltos. 0 Do not store on No aimacene en uneven ground. Berra desigual. I HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or `; ; _ 1 /( Trusses 30' or - ; - less, support IJ less, supportat t at peak. r quarter points. f Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses up to 20' i pies o menos. � Trusses up to 30' —)►I Trusses hasta 20' I Trusses hasta 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de mos de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60• or less Approx. 1/2 — fr truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -in �\ y���� / Toe -in _V Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar / \ Afx. /1�\\�c 10'D.C. above or stiff back max mid -height I >. 1 Spreader bar 2/3 to 3l4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BCSI-82 Summary Sheet - Truss Installa- tion and Temporary Bracing for more information. Vea el resumen BCSI-B - Instalaci6n de Trusses_ 4 v Arriostre Temporal para mayor informad6n. Do not walk on unbraced trusses. No Gamine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada una'de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'+ 4'0C.max. 60 a 80 pies' 4 pies maximo -Consult a Professional Engineer for trusses longer than 60'. 'Consulte a un ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el SCSI -B2 para las opciones de TCTLB. \ \ Q, Refer to @CSL -.B6 Summary Sheet - Maximum lateral brace spacing 12" Gable End Frame Bracing. 1 /f Repeat diagonal braces. U Vea el res6m BCSI-86 - Arri ��-- Length Max. Bow Max. Bow Repita IDs arriostres del truss terminal 15' o.c. for 4x2 chords diagonales. de un techo at aquas. I"7( Set first five trusses with spacer pieces, then add diagonals. Repeat 7/8° lJ process on groups of four trusses until all trusses are set. for Parallel Chord Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita Este procedimiento en grupos de cuatro lasses Trhiccec for more hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR f Lateral braces 2x4x12' length lapped over two trusses. , i Diagonal braces every 10 truss spaces (20' max.) 10'-15' max. Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web t min. _- 10'-15' max. same spacing as bottom chord lateral bracing Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BC5I-g7 Maximum lateral brace spacing 12" Summary Sheet 16" 10' o.c. for 3x2 chords ��-- Length Max. Bow Max. Bow - Temporary and Permanent Bracino 15 15' o.c. for 4x2 chords Diagonal braces 12.5' 10' Of 7/8° every 15 truss for Parallel Chord D/50 D (h.) spaces (30' max.) Trhiccec for more Out -of -Plumb. T i i information. 188 / 1/2" 2' Vea el restimen 1-1/4° 20.8' Fuera-de-Plomada. 3/4° T BCSI.87 - Arriostre temporal v 22.9' o Plumb bob ' Permanente de The end diagonal 0' 25r2g. trusses de cuerdas brace for cantilevered 1-1/4° 5' 0/50 max Daralelas para mayor trusses must be placed Lateral braces informacicin. on vertical webs in line 2x4xl2' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board 12" f 7j Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. 16" Asphalt Shingles ��-- Length Max. Bow Max. Bow Max. BOW Truss Length .S✓.---1Cti ---------------•– f— Length ► Bow, 7/4° 12.5' W Max. Length —► 7/8° 14.6' Tolerances forj D/50 D (h.) 1° 16.7' Out -of -Plumb. T i 1/4" 1' 1.1/8• 188 Tolerancias para ) 1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada. 3/4° T 22.9' o Plumb bob ' 1 - 4' 0' 25r2g. 1-1/4° 5' 0/50 max - 'x+r•� - . 1-3/4' T CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q, Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informad6n. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high �I� l 0 Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. I'7( Place loads over as many trusses as possiblet. L! Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to SCSI -B5 Summary She •Truk Damage. ]obsate Modifications and Installation Errorc. Vea el res6men BCSI-85 Danns de trusses_. Modificaciones en la Obra v Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permiddo en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construccitin o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Tross Designer must rely on the fad that the Contractor and acne operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project The contractor should seek any required assistance regarding mnsUuctlon practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Boor and roof trusses Into place SAFELY. These recommendations for handling, installing and b2dng wood lasses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities I-Oved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor It is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation contractor or otherwise) for handling, Instaill g and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation contractor. Thus, the Wood Truss Coundl of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA center• 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-0849 • www.woDdWss.com 608/833-5900 • wwwdpinst.org BI WARNllxl7 031125 RITF PI AN ..... .._.._.. .. .. ....qq.2.+ .... .. ................... .................... .......... _.... 1.... .. .. .. .. ...............5 ....... .........:. .......................... .. ............. .. ... ...........................1. .. .. ......................... .. .. .. .. .. .. .. .. .. .. .(......• • i .. ...................................... .. .. ... .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. ................ .. .. .. .......................... ......... .......... .. .......... . .. .. .. .. .. ... ..- .. .. .. .. .. .. .. .. .. ............................... ... .. .. .. .... .................. .. .......... .. .. .. .. ... .. .. ... .. .. .. .. ......................... .. ... .. .. ... ._........................... ..i. . ............................ t . . . . . . . . . : 0 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . ............................. .. !.. ................La a 9: ---� ... ` .. .. ..............._............... .. .. .. .. ... .t ......... rrtL �• i.. �. f .. .. �Q ^ �..................... •. .. ... .. .. .. .. .. .. •.. .. .. .. n .. .. .. J n�/ .. .• .. .. .. .. IV.• l ^^ .. .................... .. ............... .. .. �. .. .. .. . .. .. .. ................. ................. .. .. .. ... .. .. .. .. .. .�.. .V .. A / .. .. •.. .. `��r� •. .. .. ._. .. {I Cn /• a/ ... ............... .......... ... .• .. .. .. .. .. .. .. ................. ...� ... .. .. .. .. .. .. ... Y Lam: .. .. `' k . .............................. ... .. .. .. _ ... _ .. :43!! 2 iJ _ I "v w J 1 :()) 1 f t .. .. '2 I .... ............. . . �c Vim_ -. v . Q _ ��.. ... .. .. .. .. .. ... .. .. ... .. .. .. .. ... .. .. ... .. .. .. .. .;,1. ...:. .. .. .r,. ... .. .. .. .. .. k; ... j. .. / s 1 .. ... .. .. .. .. .. ... .. ... .. .. .. .. .. ...... .. .. .. .. . '1 .................. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .................. .. .. .. .. [� 4 ...... .... ..... i. .. .... .... . u ui r� uL DIVISION ........ .. R: ...........:: ................. .1 . . .. . .. .. .. ... .. .. .. . .. .. ..................... ......................... .. �... .. .. .. :. .. .. .. .. .. .. ...;... .. .. .. ... ...;... .. .. .. ... ...:....:...... ... .. ... .. .. .. .. .. ... ...................... .. ....... .... b c�— { ..................... .. ... .. .. ............. .. ............. ... .. .. .. .. .. 0 Assessor's Parcel Number. H ©0 — Ul DI El — ® PI © Scale: 1" _ r Owner Name K od rne`1 Address l Phone No. PO X Site Location ��1�,r)^`-'-�(�C FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: I a.olr 1 USES: �'Itqdv io LI ]N W§ Ooo 311J v -S \ \ { \ \ �� � \ \- \ \ \ \ { �'Itqdv io LI ]N W§ Ooo 311J v -S SITE PLAN .......................................... ......... ... 2�+ ................. ....... ... ... .. .. .. j. .j.. .............. .. .. .j.... .. .. .. .. .. ... •j .................:�.�.. ....................................... ... .. .. .. .. .. .: ........................................ ....... .. .. .. .. .. ........................ .. :x NC DN15y0iE BUILDING PLM APPROVAL. j .... .. ,�. .. .. ,. k o 3 a •W _ •i -req i g e{� lV: m��i t ll Ri .. ..Parki : � 1�' .. ........................................... .. ;. ................. _ e ec�.......idelin otn er lu ' e' :t. ,. 1 �Iil 1 n , aturs: .1 T .................... • A PR M ■ • ched4 1. Mc �9Q• i......:.... 1 � T • .. .. ... .. .. .. .. .. ... .. .. ... .. .. .. .. I .. I... .. 4z7.... _.. Y I d O 2t7 ............... .. . `.... ... .. .. .. .. .. `," Refer to APPROVED PLANS for ..... ... .. .. .. :� - - - additional notes and information - •- - •• •• - •• •• .. .. for this project �.. 0 .. .. !......... .. .. .. +... . . . . . . . . . .or -'1 ...... Assessor's Parcel Number. Owner Name K OCl (le l Address 1 Phone No. 1�' Site Location (o 1 ©❑� — UHTEI — FOO© Scale:1"= 5 C � ► i ma�viale_, - FOR OFFICE USE- ONLY Zoning: General Plan Desig: Size, Acnes 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: .. .... _.�.� .. .. REVISION• BP# 06- 1I'75' '1 D 6_ Date .. .. .. .. ... ....................... .. .. .. .. .. .. .. .. .0 Q.. .......................'....... :......;......:.............:.....:............... .....:......:... ............................................ ....................1 2Y r .:, e 1 I �. ..............�11:,i / ....... ... ..:...:....:....................The . . a• 2001 BC, CMC, CPC, 2 PROVED PLANS AND P. �'� • 6,�� � CEC, and California Energy 9 BE PE RMIT SHALL ..... <. .................. '.............. � .. .. .. ...<.... .. .. ............................ .. ..;...... Standards as amended by the � � .. .. L SPECTIONS F OR AL IN ...................... . . ;.. .........:..........?RC 4290 REQUIREMENTS t t t t is jurisdiction o c .. .. .. J jm d apply s project Che attached Fire Safe Requirements n.J n us tb ec completed da s specified i P P c fi ed and .. ... .. .. .. .. .. .. .. .. .. .. .. ... .. ... approved by California Division of :........................:...:.:.............. .. ... .. .. "`" ... .. .. ... .. .. . .. .:ores try .. .. .. .. .. .. ....... ..................... ..................... .. ... .. .. ... .. .. ........................ .. .. .. .. .. .. .. .. .. .............. b ......D — ;... ... .. .. ........... .. .. .. ............. .. .. .o. . .. ................... .. Assessor's Parcel Number. Owner Name K OCl (le l Address 1 Phone No. 1�' Site Location (o 1 ©❑� — UHTEI — FOO© Scale:1"= 5 C � ► i ma�viale_, - FOR OFFICE USE- ONLY Zoning: General Plan Desig: Size, Acnes 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: peer F 6 l f � 0 rr 0 0 J U - LL 0 LU J 7 1 1 .1. UNE OF BAY WINDOW OVER 44 0'2 (12,2 m) .-ever F=irst Level - 1322 SQ. FT .r 6PPROVEn SITE PLAN ,+ ................................... .. ............ .. ............ .. ...tc...2_ .. ........................ .... .. .. _ .. ... ;......:.... ;....;.......... ....... .. .. .. .. .. ... .. .. .. .. .j. .. ... .. .. .. ...;. .. .. ...j... _ ...... . . . . . . . . . .................... . . . • : .. ................ _.. .. .. ......... .... ........... ............... .......... .......;........ _ ...... .... .. --- --- - x .... Y . DR IEVif .. :R .1.. i...� •r �ri ri� �P a n ce .action -'� � o :ire Prot 9. 1 ....;.............. . 1/ e.. .. .................. .. .. ................... .. .. ... .. .. .. .. ... .. .......... ... ........................ .. ........... n �'. ... .. .. ... .. .. .. .. .. .. o la nc e .. E 'th•hosd a .s .a ro • Asa .p his:'p�i'ljc�: o p� h sheet.. .. ns oe:attar a ... ......................... .. .. ... .. f c�ndiio .. . . . . . . . . . . . d..................... ... ....: .. .. .. ... .. .. 10 D` a .. .. .. ... .i.. t • e .. .. .. .. :S aur �i �V ..C?.... _... _.. _.. P 4t :. ... .. .. .. :k ............ ......................... .. .. .. ... t.._. - l :Q �j. .. n `.1.. .. .. . :�- �•�� - - V: f ... .................................. W .. .... .. .. .. .. .. ..... .. .. .S .j .. .. .. .. •vim_ •i VY . ......................... .. .. .. �. �. -�� v: .. .. .. .. ........., . .. .................... Q ............... <.. .............. .... ................. ....... .. �............ .. .. ...:�. .. ....... ..................................................... 1...... 1..... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. _ .. .. .. _ .. .. ... .. .. .. .. .. .. .. .. .. .. .. ............ .................................. .. -i. ... .. .. ... .. .. .. ............. .. .. .. .. .. ... .. .. .. .. .. ... .. .. / .. .. .. ... .. .. .. .. .............. .. ... ................. ... .. .. .. .. .. ... .. .. .. .. .. /./:... .. .. ............. .. .. ................. .. ... .. .. .. .. ............... ................... .. .. .. .. f '........................................... .. .. .. .. .. .. .. .. .. ... .. .. ... .. .. .. .. .. .. .. .. ... .. .. .. .. .. ............ .. .. .. .. ... .. .' .. .. .. .. ...%........................... . . . . . . . . . . . . : : .. ... .. .. ... .. ..................................... ... .. .. .. ......:...... �......%..... ;...... ............:...... ......•..............t......%.....:...... t......;............. t......•......:......t............. ................... ... .. _.... .. ... ... ... .. .. ... ..%.. .. .. .. ... .. .. .. .. .. ... .. .. .. ......................... .. .. ... .. .. .(.: .. .. .. .. ... .. .. .. .. .............................. ............ ... .. .. .. .. ... .. .. .......................... ... .. .. .. .. ............ .. .. ... .. ................. .. ... .. .. ... .. .. .. .. .. .. .. ... .. .. ........... .. .............. ............................�...... .. ...............�. .. ... ................................... .. ............. .. ... .. .. ............. ............. .. ... .....................�..... �.... .. .. ... .. .. ..... .. ... %.. . .. ... .. .. .. .. .. .. .... .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. ... .. .. ... .. .. .. .. ... .. .. ...r1..... .. ... .. .. ............ .................. .. ... .............................. 1 b . . . . . . . . . . . . . . . l r ti Assessor's Parcel Number. Scale: 1" _ 55o OwnerName OCA lleq - + Clhelnj 1 �1Q-✓��� Address/ Phone No. Po x C (3 v303USo� Site Location 4-7 to -7 1+u du LJjctq Fbye&-i' ao r1r-,k, C -A Jnr.}..r,t. Al.,.,,n ���-f 1 rnQi✓�� C►.r ,r ^ (0-7' FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: SITE PLAN ,+ .. .. .. .. .c�...2._ .. ............. :..... ;......r...........' .... .... i... r: ...;....................: ......... ;...... . .. ,......... l....... ;......... .... _ ........................ ... �.: :x .............. .... ...... .. ...... ......... .. ....;......................:.. ....:..... .. �. ,......: ... . . . . . . . . . . . k ' •� � •YAA?..._............... �. . �.................... . . . . PLAN .. .. .. 8 ... .. .. D ... .. f .. .. .. U f +. .. .. .. . n Leuid .. .. .. a .. .0*r.. .. .. .. .. .. .. . .. .. .. .. .. .. t, - S'nature' O ........... �.. ... .. .. .. .. ...:........... .. .... . .C................................. ... .. .. .. .. .. ... .... .. .._... P :t �:t.._ ... Y ! .:Q. � J._.... .. .. .. .. .. .. .. .. ��_.. ............................. �k .. .. �... .. .. �,• •q. :c f (N �C. 9 .. VT `- 2. ►.t... ... .. .. ... �..4� ..... ...... .... ....... .. ... 5... Q�.. v .. .. .. .. ... ..... .... .. !� Q _.................. ..... Z...... .. .. .. .. .. .. .. ... ... .. .. ... ......................... .. ...................... `. PROVAL N FROM OBTAIN AP ` R — _ STATE OF CALIFORNIA FO ` .. ... .. ATTACHED A D T O . URE % FACT : . MAN U U RE D HOME .....��........../. .. .. .. _ .. ........................ ... .. .. ... .. .. .. .. .. .. .. .. .. .. ..:_..................- . ` ... .. .. ... .. .. .. .. .. ... .. .. .. OU ...............:.. ..:.. .:.. ..:.. ..:. .:.. .. .. .. .. .. .. .. ..................... 'Y'�'. ... .. .. .. ��± �� .. isu `. .. .. .. .. .. ... .. .. ... .. .. .. .. .. .. .. ... .. . .. .. .. .. ... .. .. .. .. .. .. ..�,. .. .. .. .. ... .. :. ... ....... .... ... ............ .. .. .. .. .. .. .. .. .. .. :. . .. �. ... - 1: .. / 5�! . Il.... l b �- .. .. ... .. .... .. .............. .. .............. .. ............. .. ............. Assessor's Parcel Number. Scale: T' _ 50 Owner Name qoamQ-✓ (� Address / Phone No. Po X �--t C U 5303 I..IoSO� Site Location 4-1 —1 d.,r' %r�ve�-F f�cr nLkC(/-�'6-1 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" - - , PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: SITE FLAN ,+ .. .. f. c 42.1. ............................ ....................... .. .. .. .. .. ... .. .. .. .. .................t. •. ... .. .. .. .i. .j.. .. ....... .. ................ ......... .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. ... ..;.. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .... .. .. .. .. .. ............. .. .. .: .. .. .. .......... .. .. ............. .. ............ .. ... .. .. .. .. ............ . .... .. .. .. . .. .. .. .. .. .. .. .. .. .... .. ..... .. .. .. .. ... .. .. ............ .. .. .. ... .. ..... .. .. X k 10 .. .. .. .. .. .. .. ... .. .. .. ?� .... .. .. .. .. .. .. .. .. .. .. .. ....... ............ .. .. .. .. .. ... .. .. .. .. .. .. ........................ .. .. .. ............. .. ............. .. .. .:.... . .. .. .. .. .. .. .... ..................... ............. ............. ......... .. ............ .. .. .. .. .. ............ .. ............ ............ ............ .. .. .. .. ..... . f� .. .. / .................................. ............ .. 11 �V .p .. .. .. ... �:. •� 7 i• d :Q 2 O . .. .. .. ... .. .. .. .. ... .. .. .. ......................... .. .. .. ... .. .. .. .. .. .. .. .. .. •V' V' W �F - aG. 2 I U S C.J 7 ... .. .. .. .. .. _ .... .. .. .. .. ........................ .. ... .. .. 0 f.;N .. .. .. ... .. ............ ........................ .. .. ......... AP _ tt' �1 o�fl 6 n �n v' on 'cad f Da............. .. .. .. ... 1 t.....�......:......i..... ;.....•;......}..... (......;................................ .. .. .. .. .. ................................. .. ... .. ... .. ......_ .. .. .. ... .. .. ... .. .. .. .. .. .. .. .. j.. -.................. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... ....................... .. (. ? .. .. .. .. .. .. .. ......... .. ... .. .. ... .. .. ... ................. .. ... .. .. ... .. .. .. .. .. .. .. ................ ............ .. : .. .. .. .............................. .. ........................ ... .. .. .. .. .. .. .. ................ .. .. ... .. ... .. .. ... .. .. ... ..................... .. ... ................................ .. ... .. .. .. .. .. .. .. ... ......................... ... .. .. ... .. .. .j.t.. .t.. ............... ........... ..................... .. .. .. .. ... .. .. ... .... .. ........................................... .......................... .. ... .. .. .. .......................................... .. ................. .. .. .. .. ............ b c�- .....:......:......}.....:......;......:.....;......;.............:...... j.................... ...... ................ .. .. .. ... ............ .. .. ... .. .. .. .. .. .. .. .. .. Assessor's Parcel Number. H © IN — 0 0 El - F-0 a a Scale: 1" _ so Owner Name od Chp' i'Y10.-✓ Imo, Address / Phone No. 1�'' X C U �303U`54� Site Location 477(0-1 1 ' CCj `/ %�jye�-t ! ►2ac C �Q-7 l FOR OFFICE USE -ONLY Zoning: General Plan Desig: Size, Acnes 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: I SITE, PLAN .. .. .. .. ...............,................. .............. ! . .. .................., s 2..... .. .. . ..................... .. .. .. ...i. .. .. .}. ...i i...... i... .. r .y.. .!• .. .j......i..... i..............i... .. .i.......i.............. i......• .. .i..... r......• .. ... i.............i f .. ...................... .. .. ....................... .. .. .. .. .. eui _ _ .. .. .. .. .. .. ai.....m:.x•. .. �.rT1 .1 .. ..... ...... ...... ................... .. .. r' �'i-,ANINO DIVISI N - B I .. .• ., 0 U LDING PLAN APPROVAL ►. X U se:, Date Oiler 0 ...........................1• r �ndsca n P� flip�. .. .. . :.. .. .. .. .. .. ..PRC 4290 REOUIREMENTS """ ' 'OtherThe attached Fire S afe Requirements ! : •• .. .. .. .. .. ..:......:.....� .. .. Must. be completed as specified and• .....' .1.. ,..... t.. .. ............ .. .. : approved by California Division of ' _ .................................... . . 8 .. .. .. .. .. .. .. .. .. .. . .. .. ......:....•..... Fores,.. try ti .. .. i� . . . ....... } ................ .. .. .. �a .. ... ... .. .......................... i i• r- i. . . . . . . . . . . . . . . . . .:. •f. .. , .L.. •.. f......• .. .t .. 0•- - - _ Qt . JET �Y (.: ..................... ... ............t t — — v ... d o 2?� i..... f ..............- .j.... .j... .}.. .j.. � ;;.. .j.. .;.. .j.. .{.. .j.. :}. .{.. .j. ;�..j. .r.} s. .�. .. • �.. . v1.. ..A.. ..}.. - _ ... .. .. ;. _ ,71 ....... . L:"r .......Q 1 .. .. -- -------------- .;... "- : 2 ... —1 >... i.....}. _......}.....{......i.... �.�. {......j..........s. ��LjC...._��.... ;..... .. l......y.....f,......i.... y.. .....Q j... ............ .. .. .. V , j •. :; . . . . . . . . . . ................... ......:.....:....... ............7 .. -- �; .. VISION'• BP#! ©�-i17S RE +l a v a a.... Date I z 3 I`o t ...... N .j.... .j.. `. .j.. .j.. .j.. .j.. .j.. .j.. _. -. ...... «.............................. :... .......- - 1 , .. .......................... .. .. .. .. .. ....................... .. • �' .. V 71 .. .. BUTTE COUNTY... .. .. .. ............. .. .. ,.... - -.. _BUILDING DI ........ .... 1.. ;.. APPR01/W. D: .. f r to APPROVED PLANS for .�' Ree .. .. •....................... additional notes and information ..:........:..... .. .. .. .. .. ........................ .. .. .. .. for this project -......,............. {...... :...... }.... .; , ..j..... .....;..............•,. . i } . . . . ............... ..... ............:... .. .. .. .. f� 1. b {. 1 ... ..........................._..................._..... .................................................... 1 Assessor's Parcel Number. ©0 — F] Q P`�] - F D r Scale: 1" _ Owner Name ock Q C-jeTt.! 1 MoY vele.., Address / Phone No. Po X Site Location -- L-% -1q Fye& t•" t2o r;cl C=A r n r+} _• r•.a. A ► _ �.., r, ��,,Q Ir' L` r l y'\ { r 10-7 FOR OFFICE USE•AW Zoning: 0 5 General Plan Desig: Size, Acres SERY?CES - 4.0a* PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: -GEN PLAN: -USES: ❑ Alteration v, ..* State of CoNfornio �xk»sR Tronwortotion and Housing Agency DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Division of Codes and Standards HCD 415 APPLICATION FOR ❑ Addition or Conversion ❑ Alternate Approval ❑ Technical Services CONTRACTOR/OWNER BUILDER DECLARATIONS Not re Wred for Speciol Purpose Commercial Modular 1. LICENSED CONTRACTORS DECLARATION I hereby offlrm under penolty of pe that I am licensed under provisions of Chopter 1(commencing with Section 7000) of Division 3 of the Badnessand Professions code and my license Is In full force and affect. �) 7 License ClassUc. Nott. Exp. Dote S ✓ / �!i�/.. Contractor _ h p r t! i_r' ii 1'ri,<};��;• %�:� { 2. OWNER -BUILDER DECLARATION I hereby affirm under pend fv of perjury that I am exempt from the Contractors License Law for the (following reason (Sec. 7031.5), Badness and Prohssions Code: Any city or county which requires a permit to construct, dtar. Improve, demolish, or repair any structure. prior to its Issuance, also requires the applicant for such permit to file a 3igned statement that he or she Is licensed pursuontntto the Section 7000) of the Contractors License Law_ (Profs tszu (commencing o athat he or she Is exempt tthere from and the bo.4ssion 3 of the ssfor the dleg•d exemption. Any violation of Section 70.31.5 by any opplicont for a permit I a is(subjects the opplicent to a civil penalty Of not mOr• than five hundred ( ) L as owner of the property, or my employees with wages as their solo cornp•nsation, will do the wok, and the structure B not intended of offered for sal• (Sec. 7044. Business and f rofesftns Code: The Contractors License Lowdoes not apply to an owner of property, who builds or Improves thereon, and who does such wok himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If, how* vr, the building or Improvement is solo within one 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 sale.). ( ) L as owner of the property, am exclusively contract) with licensed contractors to construct the project (Sec. 7044, Business and Profasslons Code: The Contractors License Low does not apply to on owner of property who builds or im ov•s thereon, and who contracts for such projects with o contractor licensed pursuant to the Contractors License Low.). ( ) I am exempt under Sec. B. & P.C. for this reason: Owner Dot• 3. WORKERS COMPENSATION DECLARATION I hereby affirm under penalty of pe" on• of the following declarations: ( ) I have and vA maintain a aartificof• of consent to 11611f4ra" for workers' compensation, as provided for by Section 3700 of the Lobar Code, for the performance of the wok for which this permit Is Issued. . Whave and will molntdn workers' compensation Irwonc•, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit Is LwAd. My workers' compensation insurance carrier and policy number are: Carrier -l, sf-'�`t.+� ('{ f otic Number �fhls section need nol be completed if the permit is for one hundred dollon ($100) or lass). ( ) I certify that In the performance of the wok for which this permit Is Mu•d, 1 shill not employ any person In any manner so as to become subl•ct to workers' compensation lows of ColfOmlo, and ogn• that H 1 should become subject to workers' compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. Applicant Dot* WARNING: FAILURE TO SECURE WORKERS' 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 M SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEYS FEES. 4. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there k a construction lending agency for the ppoortormonce of the work for which this permit Is ksu•d (S•c.3097. CN. C.). Lender's Name Lender's Address 5. CERTIFICATION I certify that I have rood this application and state that the above Information Is correct. I agree to comply with oil city and county ordinances and state lows relating to building construction, and hereby outhchize representatives of this county to enter upon the obove-mentioned property for Inspection purposes. Signature off,"" pplicant or Agent \J Data -J SECTION I - UNIT INFORMATION ❑ Inspection To Obtain Insignia I/W Are r1liques" services for the following unit(s): (Chock Appropriate Box) M � lvlonufactur• 1 Hor n•/Mobilehome Multi -unit Manufactured Homo O Comrnercld Modular (Occupancy Group t O Sp•ciol Purpose Conm•rcidModular ) Decal or License No. b lL_i ( i i �R_{ SwialNumber(s)�-i� t1tJ'a�tiUiC�s'. Manufacturer Nome/Model Nome InsI"MUD Lobo[ Numbor(s) Year of Manufacture ra CM l DTN_ Date ! C M No. RT TO 1 RT BY,_ SECTION 2 - OWNER/ APPLICANT II�N,FF/ORMATIO(N�� �� } Owner Prid nee `�- C/,_,li—e- o l �Cx—.Y-}- Address�C"� X (0 city -c— , .t C0 Coi..,l County � -f -+ e --to 217 Location Address LJ -7J, -,-J 1 e-l(J Applicont C f r+/1.^�T^i._! ,� Address i :'S``C10-I 1 Cn CX_ k- (� C'. �� e/�,,..f ) City _ i U1 / J 71p `If 7 &Telephone SECTION 3 - CONTRACTOR. ARCHITECT OR ENGINEER INFORMATION / Contractor's Nome- r�- t Ui r, ,=-- Address_l' ' ),LIoZ "not_ Architect/Engineer Name Regktrotion No. Address SECTION 4 - DESCRIPTION OF WORK/ACTIVITY AND VALUATION Describe the proposed work/activity in detail. Attach additional pages If necessary. Where structural alterations or odditions or* proposed. complete plans, specifications, details, and calculations or* required to be attached to this form. Provide the mak• and model of any appliance to be installed and provide complete electrical calculations for any electrical alternations or additions. ii 1,71,S 4'1- l l C C_. Indicate the Total cost of the work to beTformed /� SECTION 5 - SIGNATURE AND CERTIFICATION I/W heroby lwpko� Ion for the services designated above. / Signature ' /�l .: 'Y��ty��nnt• ) /i "DEPARTMENT USE ONLY** 6 -`APPROVED ROVED O C9NDITIONS (see reverse side) O DISAPPROVED (so* reverse side) �s-ft District RW*s•ntatNe Date YELLOW - DEPARTMENT WHITE - AREA OFFICE PINK - OWNER/APPLICANT HCD 715 SIDE 1 (Rev 11/2001) MH RIDGE BEAM LAY 1X6 FLAT OVER EXISTING SHEATHING AND NAILTO EXISTING TRUSSES OR RAFTEf WITH 2-10d NAILS FULL WIDTH OF RAFTEF HEEL. VALLEY FLASHING TOP VIEW HCD PERMIT FORM- 415 NUMBER: Y64-7730 24'-0" DESCRIPTION: JJW Zq�V tws�+lGt.. DATE CLOSED: HCD INSPECTOR APA RATED EXPOSURE 1 SHEATHING 16" O.C. 2X4 POST AT 16" O.C. w/8d @6"EDGES 12" FIELD GABLE END RAFTER ALL FRAMING DF #2 OR BTR. TOE NAIL RAFTER TO RIDGE WITH 3-16d NAILS. TOE NAIL 2X4 POSTS WITH 2-16d NAILS. SIDE VIEW 2 — 16d 0 EACH POST ALL MECHANICAL OR PLUMBING VENTS TO BE EXTENDED IN APPROVED MANNER State of California Department of Housing and Community Development Division of Codes and Standards Mitek indeustries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-ao0-77251 �"N Client I ► �.-c.__ Location I -D. Ivo_ Date 12 I _ O( Job Info 6z:4� 5321 Eastside Road Redding, CA 95001 Phone: (530) 244-0700 Fax: (530) 244-3329 HG: QO NOT CUT OR ALTER TRUSSES 1 T E COUNTY TRUSSES REQUIRE EXTREME CARE IN HANDLING, �� ERECTION AND BRACING. DtVtStfl�' A DD2^I r=r SEE SCSI -131 SUMMARY SHEET COMMENTARY AND avr RECOMMEDATIONS FOR HANDLING, INSTALLING & Courrly BRACING METAL PLATE CONNECTED WOOD TRUSSES C..N fi 2006 E:NT SERVIC� ES Ad TLIMMx PRODUCTS nvsPECriow 105 SE 124thAvemie Vanemmer, Wad&em 92624 Fiume (530) 499-3t40 Fax (530) 499-3953 I.C.C. EVALUATION SERVICE INC. ESR -1311 95-43.01 NER—OA275 mss Lao 12-0-0 11.0-0 24.0.0 Lao 6-0.0 6.0-0 LD -D Sub =1:31.1 Sad = 3 Sad = 4x4 = 9-0.0 LOADING (psf) SPACING 2-0-0 TCLL 35.0 PlateS Increase 1.15 (Roof Snow=35.0) Lumber Incre2S6 1.15 TCDL 7.0 Rep Stress Incr YES BCLL 0.0 Code UBCS71ANS195 BCDL 10.0 LUMBER TOP CHORD 2 X 4 DF No.1IIBtr G BOT CHORD 2 X 4 DF No.I&Btr G WEBS 2 X 4 DF Stud/Std G 1x1 = Lao CSI DEFL —DLINE-GARAGE pe Ury I/deft L/d TC 0.46 Vert(LL) -0.16 7 >999 823932361 P8948 A COMMON 6-7 1 Job Reference(op o tional _ -- WB 0.41 Horz(TL) 0.07 5 n/a inaLs. Ina FriDw01 1Q5 :2 2001 ha* 1 mss Lao 12-0-0 11.0-0 24.0.0 Lao 6-0.0 6.0-0 LD -D Sub =1:31.1 Sad = 3 Sad = 4x4 = 9-0.0 LOADING (psf) SPACING 2-0-0 TCLL 35.0 PlateS Increase 1.15 (Roof Snow=35.0) Lumber Incre2S6 1.15 TCDL 7.0 Rep Stress Incr YES BCLL 0.0 Code UBCS71ANS195 BCDL 10.0 LUMBER TOP CHORD 2 X 4 DF No.1IIBtr G BOT CHORD 2 X 4 DF No.I&Btr G WEBS 2 X 4 DF Stud/Std G 1x1 = Lao CSI DEFL in (loc) I/deft L/d TC 0.46 Vert(LL) -0.16 7 >999 360 BC 0.61 Vert(TL) -0.23 6-7 >999 190 WB 0.41 Horz(TL) 0.07 5 n/a n/a (Matrix) Wind(LL) 0.06 1-7 >999 240 BRACING – 1 LDA PLATES GRIP MT20 220/195 Weight: 39 Ib TOP CHORD Sheathed or 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=1233/0-3-8, 5=1233/0-3-8 Max Horz 1=49(load case 7) Max Upliftl=-99(load case 5), 5=-99(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3006/252, 2-3=-2614/200, 3-4=-2614/200, 4-5=3006/252 BOT CHORD 1-7=-239/2791, 6-7=102/1367, 5-6=-204/2791 WEBS 2-7=-695/146, 3-7=-43/925, 3-6=-43/925, 4-6=-695/147 NOTES 1) Wind: ASCE 7-93; 95mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf, Category Il; Exp 5; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for this green lumber members. LOAD CASE(S) Standard 'Vg0FESS/p�' S. �2 C OA6433 T A .13,-31-97 /*, December 1,2006 A AARMNO. ►er(/ly doslyn pane metsrs and HEAD NOTES ON TUN AND INCLUDED rrTZK HSFEHSNCs TAGS lin-7473 JIMMAS Uri. MR, Design void for use only with M7*k connecters. This design k based only upon parameters shown, end k far an Individual building component. •tY Applicability of design perementers and proper incorporation of component k responsibility of building designer- net truss designer. tracing shown i\/I Tek is for lateral support of individual web members any. Additional temporary bracing to insure stabiry during construction k the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ..wr=...e=...,+.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/Trll Qumlfy Crlt*da, DS1-91 end 1CSI1 tunding Component 7777 Greenback Lena, Sud* 105 Safety Information available from Truss Mato Institute, 593 D'Onefdo Drive, Madisen, WI 53719. Citrus Heights, CA, 95610 tuue rage 7 -2-0-0 40.0 12-0-0 16-0.0 24.40 26-0-0 t 2-0-0 1-40 6-0-0 9-40 6-40 2-0-0 SGIe - 1:45.1 5x6 = 4 4x4 = 6x6 = 5x6 = I+ 6-40 SSI russype wry Fly RE N - GARAGE p8648 Al COMMON 3 1 823632362 U.. a h., e.A... r — — _— - LOADING (psf) TCLL 35.0 SPACING 2-0-0 Job Reference otional tuue rage 7 -2-0-0 40.0 12-0-0 16-0.0 24.40 26-0-0 t 2-0-0 1-40 6-0-0 9-40 6-40 2-0-0 SGIe - 1:45.1 5x6 = 4 4x4 = 6x6 = 5x6 = I+ 6-40 i 16-0-0 24-0.0 i 6-40 6-40 6-40 Plate Offsets (X,Y): [2:0-3-3,Edge), [6:0-3-3,Edge), [8:0-3-0 Edge) — — _— - LOADING (psf) TCLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.60 Vert(LL) -0.17 9-9 >999 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.29 8-9 >994 190 BCLL 0.0 Re Stress Incr YES p WB 0.37 Horz (TL) 0.07 6 raga raga BCDL 10.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.06 S-9 >999 240 Weight: 95 Ib LUMBER BRACING -- -- TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 3-8-2 oc purlins. BOT CHORD 2 X 4 DF No.1 & Sir G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 2=1413/0-3-8,6=1413/0-3-8 Max Horz 2=65(ioad case 7) Max Uplil12=166(load case 5), 6=166(load case 6) Max Grav2=1525(load case 2), 6=1525(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94, 2-3=2917/218, 3-4=-2524/171, 4-5=-2524/172, 5-6=-2917/218, 6-7=0/94 BOT CHORD 2-9=195/2685, 8-9=-80/1819, 6-8=144/2685 WEBS 3-9=-639/134, 4-9=-27/828, 4-8=-28/828, 5-8=-639/134 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf, Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard © 1IARNM • ►er(ry deetgn raranWen end RSA/ NOTES ON THIS AND LIWLUDSD NITLR "FLrRSNCS FAGB AM.7473 SSFORS UIS. Design valid for use only with M7*k connecters. This design is baser only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer- net truss designer. tracing shown s for lateral support of individual wob members any. Additional temporary bracing to insure stability during construction Is the msponsibilNy of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/Rll Quallty Criteria, DSB-89 and ICSII Wiring Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Hodson, WI 53711. December 1,2006 7777 Graenbask Lane, Suhe 109 CNnu Heights, CA, 95610 p JOD rUSS ypC TCLL 35.0 y REDLINE- G G R23632364 (Roof Snow=35.0) A2 COMMON TCDL 7.0 1 Job Reference o lien al BCLL 0.0 Code UDC97/ANSI95 (Matrix) BCDL 10.0 0.07 a znn . Jul t t 400t MRok Industries. ire Fri Doc 01 14:552! 2001 Page 1 Meae Lumver, Reaan", — 6-0.0 12-0-0 16-0 0 24.0-0 26-0-0 6-0-0 6-0-0 6-0.0 6-0.0 2-0-0 Sal. • 1:41./ 5nI = 3 — 4x4 = 4)d — 6-0-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 35.0 Plates Increase 1.15 TC 0.60 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.60 TCDL 7.0 Rep Stress Incr YES WD 0.41 BCLL 0.0 Code UDC97/ANSI95 (Matrix) BCDL 10.0 0.07 5 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &BtrG WEDS 2 X 4 DF Stud/Std G 6-0-0 6-0.0 DEFL in (loc) i/def! Ud Vert(LL) -0.17 7-9 >999 360 Vert(TL) -0.29 7-9 >999 190 Horz(TL) 0.07 5 n/a n/a Wind(LL) 0.06 i >999 240 BRACING TOP CHORD DOT CHORD REACTIONS (Ib/size) 1=1225/0-3-9,5=1421/0-3-8 Max Horz 1=73(load case 8) Max Uplift 1=-99(load case 5), 5=-166(load case 6) Max Grav 1 =1 225(load case 1), 5=1526(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2992/250,2-3=2591/198, 3-4=-25471174,4-5=2941/220,5-6=0/94 DOT CHORD 1-9=-229/2769, 7-9=-90/1843, 5-7=-147/2707 WEBS 2-8=-694/148, 3-9=49/926, 3-7=-27/829, 4-7=-639/135 PLATES GRIP MT20 220/195 Weight: 92 ib Sheathed or 3-6-9 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-89; 85mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q WARNMG - Ver k design pa ,, tero and READ NOTES ON THIS AND INCLUDED X=K "?ZRENCZ PAGE MZF.7473 BEFORE vss. Design valid for use only with Wek connectors. This design b baser only upon parameters shown, anal is for an Individual bulWbig component. Applicability of resign paromenters and proper incorporation of component b responsibility of building resigner - not truss designer. tracing shown is lot lateral support of indiA41uol web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the everoll structure is the responsibility of the building designer. For general guidance regarding - - fabrication, quality central, storage, delivery, rection anal bracing, consult ANSI/Tfll Quality Critorle, DSI -99 and ICSII Wilding Component Solely Information awilabk from Tens Plate Institute, 583 D'Onefrte Drive, Madison, W15371 f. Q?,OFESSI CO s riN��F�2 4 C OA433 r t *\ _W 1`07 December 1,2006 Mi _MiTe_k 7777 Greenback Lone, Suits 109 Citrus Heiihts, CA, 95/10 Me55 Wmeer, RNen�a, •.a -2-0.0 7-1-13 11-1 12-11-15 19-6-13 24-0-0 2-0.0 7-1-13 0.9-14 5-0.4 5.9-15 5-5-3 Selo - 1:44.4 5x12 MT20H 3x111 = 2x4 II 5x111 = 5x11 = 4z4 = LUS24 LUS24 2x4 11 LUS24 txlt M720H = LUS24 4x4 11 Spedsl LUS24 LUS24 LUS24 TNSN Z6 7-1-13 12-11-15 19-9-13 24-0-0 7-1-13 5.10.2 541-15 5-5.3 LOADING (psf) SPACING SS y CSI DEFL D GARAGE 1 R - (loc) I/def! Ud TCLL 35.0 Plates Increase R23i32395 P11111,411 All MONO CAL HIP 1 2 Job Reference o tional (Roof Snow=35.0) Lumber Increase 1.15 BC 0.95 Vert(TL) 9M • .lul 11 9nnC MiTek Inlutlriee. Im Fri Dec 01 14:55:33 2006 Pam 1 Me55 Wmeer, RNen�a, •.a -2-0.0 7-1-13 11-1 12-11-15 19-6-13 24-0-0 2-0.0 7-1-13 0.9-14 5-0.4 5.9-15 5-5-3 Selo - 1:44.4 5x12 MT20H 3x111 = 2x4 II 5x111 = 5x11 = 4z4 = LUS24 LUS24 2x4 11 LUS24 txlt M720H = LUS24 4x4 11 Spedsl LUS24 LUS24 LUS24 TNSN Z6 7-1-13 12-11-15 19-9-13 24-0-0 7-1-13 5.10.2 541-15 5-5.3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! Ud TCLL 35.0 Plates Increase 1.15 TC 0.93 Vert(LL) -0.40 9-10 >705 360 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.95 Vert(TL) -0.55 9-10 >522 190 TCDL 7.0 Rep Stress Ina NO WB 0.79 Horz(TL) 0.10 7 n/a n/a DCLL 0.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.15 9-10 >999 240 BCDL 10.0 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G *Except* 3-6 2 X 6 DF No.1 &BtrG BOT CHORD 2 X 9 DF No.I&Btr G *Except* 2-92X6DFSSG WEBS 2 X 4 DF Stud/Std G 'Except` 6-7 2 X 4 DF No.1 &Btr G, 6-9 2 X 4 DF No.1 &Btr G PLATES GRIP MT20 220/195 MT20H 165/146 Weight: 271 Ib BRACING TOP CHORD Sheathed or 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 7=5014/0-3-8,2=4360/0-3-8 Max Horz 2=77(load case 6) Max Uplift7=893(load case 5), 2=-767Qoad case 5) Max Grav7=5014(load case 1), 2=4475(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=01106,2-3-12986/2214, 3-11=-12213/2126,11-12=12213/2126,12-13=-12213/2126, 4-13=-12213/2126, 4-14=-10093/1821, 14-15=-10093/1921, 15-16=-10093/1921, 5-16=-10093/1821, 5-17=-10102/1923, 17-19=-10102/1923, 6-19=-10102/1923, 6-7=-4767/993 BOT CHORD 2-10=-2105/12326, 10-19=-2611/14737, 19-20=-2611/14737, 20-21=-2611/14737, 9-21=-2611/14737, 9-22=-2611/14737, 22-23=-2611/14737, 23-24=-2611/14737, 9-24=-2611/14737, 9-25=-109/534, 25-26=-109/534, 7-26=-109/534 WEBS 3-10=-152/1924, 4-10=-3043/575, 4-9=0/635, 4-8=-5000/979, 5-9=-2056/473, 6-9=1954/10374 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-3-0 oc. Bottom chords connected aS follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated Continued on page 2 7 N December 1,2006 0 WApNDN . Vert fy desyn paramours and RLdD NOTES ON TH73 AND LWLUDZD AUUK RNFSRINCX FAGS X79-7473 BEYO" ETSJL i�aa Design valid for use onlywith MRek connectors. This design Is based only upon parameters shown, and it for an Individual building component. Appricabirrly of design poramentors and proper incorporation of component b responsibility of building designer- net truss designer. tracing shown M Tek is for lateral support of individual web members only. Additional temporary pory bracing to insure stability during construction's the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding febrice4n, quality control. storage, delivery, erect -ion and bracing, consult ANSI/TM1 Quality Criteria, DSt-119 and ICS11 tullring Component 7777 Greenback Lane, Suits 105 Safety Information ave lable from Truss Mate Institute, 5113 D'Onefrie Drive, Madison, WI 53719. Citrus Heights, CA, S5610______ Mess Lumser, Rooms, ua NOTES 3) Wind: ASCE 7-93; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp 5; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumbar DOL=1.33 plate grip DOL --1.33 Plate metal DOL=1.33. 4) Unbalanced snow loads have been considered for this design. 5) Overhang has been design for 2.00 times live load + dead load. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 12-0-0 from the left end to 21-11-4 to connect truss(es) J (1 ply 2 X 4 DF) to front face of bottom chord. 11) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 10-0-12 from the left end to connect truss(es) J (1 ply 2 X 4 DF) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1517 Ib down and 337 Ib up at I -M, 676 Ib down and 150 Ib up at 10-0-12, 676 Ib down and 150 Ib up at 12-0-0, 676 Ib down and 150 lb up at 13-11-4, 676 Ib down and 150 lb up at 15-11-4, 676 Ib down and 150 Ib up at 17-11-4, and 676 Ib down and 150 Ib up at 19-11-4, and 676 Ib down and 150 Ib up at 21-11-4 on top chord, and 706 Ib down and 64 Ib up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 3-6=-94, 2-7=-20 Concentrated Loads (lb) Vert: 11=-1377(B) 12=-606(F) 13=-606(F) 14=-606(F) 15=-606(F) 16=-606(F) 17=-606(F) 1i= -606(F) I9= -706(B) 20=-5$(B) 21=-59(F) 22=-58(F) 23=-58(F) 24=-58(F) 25=-59(F) 26=-58(F) A& WARN M:. ►er1 j de f#. ray.meeR[a andMD HOT=S ON THIS Arm Dnf uSsn xrrsx tesrslesHcs rAas AM -7473 ss»u Esse Design valid for use only with M7ek connectors. This design Is loosed only upon parameters shown, and is for an Inriviruol bullring component. h for lateral support at of individualters end web memebers onler y. incorporation temof rrary bracing to insurnent is est ls building 6ty duringconstruction Is thener - not truss 1responslellIt yef the erector. Additional permanent bracing of the overall structure b the responsibility of the building resigner. for general guidance regarding fobricotien, quality control, storage, delivery, erection and Mecing, consult ANSI/T►It Quality CrXorlo, DS9•H and Ill sulding Component Sefety Infamafion available from Truss Plate Instituto, 593 D'Onofrie Drive, Madison, wl 53719. Iff MTek 7777 Greenback Line, Suits 10! Citrus Heights, CA, 95610 EDU G R239323e5 n+49 All CAL HIS 1 Irly 2 Job Referonce o tional esno a Jul 11 200e ITek In ustriss, na Fri Dec 01 14:55:34 2006 Pogo 2 Mess Lumser, Rooms, ua NOTES 3) Wind: ASCE 7-93; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp 5; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumbar DOL=1.33 plate grip DOL --1.33 Plate metal DOL=1.33. 4) Unbalanced snow loads have been considered for this design. 5) Overhang has been design for 2.00 times live load + dead load. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 12-0-0 from the left end to 21-11-4 to connect truss(es) J (1 ply 2 X 4 DF) to front face of bottom chord. 11) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 10-0-12 from the left end to connect truss(es) J (1 ply 2 X 4 DF) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1517 Ib down and 337 Ib up at I -M, 676 Ib down and 150 Ib up at 10-0-12, 676 Ib down and 150 Ib up at 12-0-0, 676 Ib down and 150 lb up at 13-11-4, 676 Ib down and 150 lb up at 15-11-4, 676 Ib down and 150 Ib up at 17-11-4, and 676 Ib down and 150 Ib up at 19-11-4, and 676 Ib down and 150 Ib up at 21-11-4 on top chord, and 706 Ib down and 64 Ib up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 3-6=-94, 2-7=-20 Concentrated Loads (lb) Vert: 11=-1377(B) 12=-606(F) 13=-606(F) 14=-606(F) 15=-606(F) 16=-606(F) 17=-606(F) 1i= -606(F) I9= -706(B) 20=-5$(B) 21=-59(F) 22=-58(F) 23=-58(F) 24=-58(F) 25=-59(F) 26=-58(F) A& WARN M:. ►er1 j de f#. ray.meeR[a andMD HOT=S ON THIS Arm Dnf uSsn xrrsx tesrslesHcs rAas AM -7473 ss»u Esse Design valid for use only with M7ek connectors. This design Is loosed only upon parameters shown, and is for an Inriviruol bullring component. h for lateral support at of individualters end web memebers onler y. incorporation temof rrary bracing to insurnent is est ls building 6ty duringconstruction Is thener - not truss 1responslellIt yef the erector. Additional permanent bracing of the overall structure b the responsibility of the building resigner. for general guidance regarding fobricotien, quality control, storage, delivery, erection and Mecing, consult ANSI/T►It Quality CrXorlo, DS9•H and Ill sulding Component Sefety Infamafion available from Truss Plate Instituto, 593 D'Onofrie Drive, Madison, wl 53719. Iff MTek 7777 Greenback Line, Suits 10! Citrus Heights, CA, 95610 JOD SPACING y CSI y REDLIN - (loc) I/deft Ud TCLL 35.0 Plates Increase R236323t3 TC 0.60 Aio MONO CAL HU 8-5 >999 Job Reference (optional) (Roof Snow=35.0) Lumber Increase 1.15 BC 0.52 Vert(TL) �M . L,1 � 1 SMC W1714 In/„Name _ FA Air. n, 11'55'9)1 Anne Mas Lumber, Redding, Ca -2-0.0 4-6.7 9.5.0 11.1 16-7-10 24-0.0 2-0.0 4-6-7 4-10.9 0-6-11 6-7-15 7-4 6 Serb - 1:14.4 4x$ 4x4 S 44 = $xi = 4x10 = AA = 4x4 11 6-5.0 16-7-10 24-0-0 -� 6-5.0 7-2-10 7-4-t LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 35.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.17 8-5 >999 360 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.31 2-5 >906 190 TCDL 7.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 7 n/a n/a BCLL 0.0 Code UBC97/ANSI55 (Matrix) Wind(LL) 0.07 9-5 >999 240 MCDL 10.0 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.I &Btr G WEBS 2 X 4 OF Stud/Std G *Except* 6-7 2 X 4 DF No.1 &Btr G REACTIONS (Ib/size) 7=1225/0-3-8.2=1421/0-3-8 Max Horz 2=101(load case 6) Max Upl1ft7=-127(load case 5), 2-153(load case 5) PLATES GRIP MT20 220/195 Weight: 109 ib BRACING TOP CHORD Sheathed or 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94, 2-3=-2590/317, 3-4=-2549/250, 4-5=-2379/261, 5-6=-2136/245, 6-7=-1140/154 BOT CHORD 2-9=-306/2765,8-9=-216/2i36,74=-30/140 WEBS 3-9=-6511126,4-9=0/305, 5-5=-99/526, 5-8=-724/149,6-8=-227/2168 NOTES 1) Wind: ASCE 7-99; 95mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL --1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard A wARMINO - r ri fig lest/, ram Wars and RMID NOTES ON THIS A" INCLUDED WTIB ANYBRZNCE FAGS YR -7473 ASPORS f73E. Deign valid for use only with Mirek connectors. This lesion it based only upon parameters shown, and Is for an Individual building component. Applicability of design poramenters and proper incorporation of component it rasponstbiity of building designer- net truss designer. gracing shown it for lateral support of individual wale members only. Additional temporary bracing to insure stability during construction is the responsiistlydy of the erecter. Additional pomlanent bracing of the overall structura Is the responsibility of the building designer. For general guidance nationiffing fabrication. quality control, storage, delivery, erection and bracing, consult ANSI1TiI1 Quallty Crltedo, DSg-111t and 9CSIi guiding Component Safety Information available from Trust Mote Institute, 563 D'Onofrio Drive, Madben, w153719. 7 Q�pFESS/ply S. rjN'�< CO Uj IX C 046,433 T � *\ E�K-01-07 % *,, December 1,2006 MiTek ;7';* n /LRack"L'- T777 Gnonbadc lane, Suite 10$ Citrus Heights, CA, $5610 s 4ut ii Awe Mi i ea inaustnos, Inc. 1-n IAC Ul 14:55:352009 Page 1 7.1-13 7-11.11 12-" 16.0.5 1{-10-9 24-0-0 26-0.0 7-1-13 49-14 4.45 4.0.5 0-9-14 7-1.13 2-0.0 Scale • 1:43.2 4.00 12 2x4 II 10x16 // rU 10x10 = LUS24 8pcial-'2x4 II 5x6 L - ARAGE ptf4t Mt CAL. Htp � R236323671 s: I,rn►er Nein. r r\_Z41116 ---w ►eels fabrication, 41uerity cenhel. storage, delivery, erection and bracing, consult ANSf/TIII Quallfy Crlterle, DSI -It and ICS11 {utrOng component Safety Information evatable from Truss plate Institute, 543 D'Onofr a Drive, Madison, WI 53719. 2J Job Reference optional) _ -- s 4ut ii Awe Mi i ea inaustnos, Inc. 1-n IAC Ul 14:55:352009 Page 1 7.1-13 7-11.11 12-" 16.0.5 1{-10-9 24-0-0 26-0.0 7-1-13 49-14 4.45 4.0.5 0-9-14 7-1.13 2-0.0 Scale • 1:43.2 4.00 12 2x4 II 10x16 // REACTIONS (Ib/size) 1=4309/0-3-3, 5=4494/0-3-8 Max Horz 1=-56(load case a) Max Upliftl=-692(load case 5), 5=75a(load case 6) Max Grav1=4344(load case 2), 5=4679(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12749/2102, 2-10=-15559/2643, 10-11=-15560/2643, 11-12=-15593/2650, 3-12=-15611/2652, 3-13=-15611/2653, 13-14=-15593/2650, 14-15=-15561/2643, 4-15=-15559/2643, 4-5=12663/2065, 5-0=0/106 BOT CHORD 1-9=-1965/12020, 9-16=-1965/12020, 16-17=-1965/12020, a-17=-1965/12020, a-1$=-1895/11936, 18-19=-1895/11936,7-19=-1$95/11936,5-7=-1895/11936 WEBS 2-9=-4/765, 2-8=-760/4329, 3-E=-3039/655, 4-8=-776/4390, 4-7=0/721 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3') nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-3-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicate 3) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL --1.33 Plate me DOL=1.33. 44�,j)) pQUnbalanced snow loads have been considered for this design. t.Onllnued ot� pageen design for 2.00 times live load +dead load. �oQ?,p ESS/oN'l S. r/,yc F2 CO IX C 046A33 T IMIMV_ �" December 1,2006 © WARMNO - Itr(& doelgn parameters am REAP NOTES ON TWIN AND INCLOSED s7TSJS)tXrZRCNCz IAOs mH-7473 sit"" USs. 2x4 II LUS24 10x10 = LUS24 8pcial-'2x4 II 5x6 spacial LU824 I, for lateral support of individual web members only. Additional temporary bracing to insure stabitty during construction is the responsibilrity of the Mire k' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding r\_Z41116 ---w ►eels fabrication, 41uerity cenhel. storage, delivery, erection and bracing, consult ANSf/TIII Quallfy Crlterle, DSI -It and ICS11 {utrOng component Safety Information evatable from Truss plate Institute, 543 D'Onofr a Drive, Madison, WI 53719. 7-1.13 12.0-0 16-10-3 24.0-0 Cilrut Heights, CA, 65610 7.1-13 4.10-3 4-10-3 7-1-13 Plate Offsets (X,Y): [1:0-3-3,Edge), 11:1-0-0,0-2-01 [5:0-3-3 Edoel [5:1-0-0,0-2-01 -- LOADING (psf) TCLL 35.0 SPACING 2-0-0 CSI DEFL In (loc) I/dell Ud PLATES GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.30 Vert(LL) -0.42 i >670 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.57 i >499 190 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code USC97/ANSI95 (Matrix) Wind(LL) 0.16 a >999 240 Weight: 239 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G *Except* TOP CHORD Sheathed or 3-2-14 oc purlins. 2-4 2 X 6 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 DF No.1 &Btr G WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 1=4309/0-3-3, 5=4494/0-3-8 Max Horz 1=-56(load case a) Max Upliftl=-692(load case 5), 5=75a(load case 6) Max Grav1=4344(load case 2), 5=4679(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12749/2102, 2-10=-15559/2643, 10-11=-15560/2643, 11-12=-15593/2650, 3-12=-15611/2652, 3-13=-15611/2653, 13-14=-15593/2650, 14-15=-15561/2643, 4-15=-15559/2643, 4-5=12663/2065, 5-0=0/106 BOT CHORD 1-9=-1965/12020, 9-16=-1965/12020, 16-17=-1965/12020, a-17=-1965/12020, a-1$=-1895/11936, 18-19=-1895/11936,7-19=-1$95/11936,5-7=-1895/11936 WEBS 2-9=-4/765, 2-8=-760/4329, 3-E=-3039/655, 4-8=-776/4390, 4-7=0/721 NOTES 1) 2 -ply truss to be connected together with 10d (0.131 "x3') nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-3-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicate 3) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL --1.33 Plate me DOL=1.33. 44�,j)) pQUnbalanced snow loads have been considered for this design. t.Onllnued ot� pageen design for 2.00 times live load +dead load. �oQ?,p ESS/oN'l S. r/,yc F2 CO IX C 046A33 T IMIMV_ �" December 1,2006 © WARMNO - Itr(& doelgn parameters am REAP NOTES ON TWIN AND INCLOSED s7TSJS)tXrZRCNCz IAOs mH-7473 sit"" USs. Design valid for use only with MITek connectors. This design Is baser only upon parameters shown, anal Is for an IndMdual building component. Applicability of resign pwementers and proper incorporation of component is responsibility of building resigner -not tons resigner. {racing shown I, for lateral support of individual web members only. Additional temporary bracing to insure stabitty during construction is the responsibilrity of the Mire k' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ---w ►eels fabrication, 41uerity cenhel. storage, delivery, erection and bracing, consult ANSf/TIII Quallfy Crlterle, DSI -It and ICS11 {utrOng component Safety Information evatable from Truss plate Institute, 543 D'Onofr a Drive, Madison, WI 53719. w 7777 Greenback lana, Suite 109 `— Cilrut Heights, CA, 65610 ..ow . am , , zuv. mn en n.umn.., im rn u u u> i.:aa:aa zvue rose z NOTES 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the preen lumber members. 9) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 1-11-4 oc max. starting at 10-0-12 from the left end to 13-11-4 to connect truss(es) J (1 ply 2 X 4 DF) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hangers) or other connection devices) shall be provided sufficient to support concentrated load(s) 1377 Ib down and 337 Ib up at 8-0-0, 606 lb down and 150 Ib up at 10-0-12, 606 Ib down and 150 Ib up at 12-M, and 606 Ib down and 150 Ib up at 13-11-4, and 1377 Ib down and 337 Ib up at 15-11-4 on top chord, and 706 Ib down and 64 lb up at 8-0-0, and 706 Ib down and 64 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-4=-84, 4-6=-84, 1-5=-20 Concentrated Loads (Ib) Vert: 8=-58(13)3=-606(6) 11=-1377(B) 12=-606(6)13=-606(6) 14=-1377(B) 16=-706(B) 17=-59(B) 1i= -58(B)19= -706(B) A weRAMM . Rryk d.syn r.ranret r, and Rada NOTES aNTHM A" 1 XLUDED arse "FZPff Cs reos m-7473 Baro" vsa. Nil'Design void for use enty with MTek connecters. This design Is reser enly upon parameters shown, and is for an Individual building component. Applicability of resign penmenters and praiser incorporation of component is responsibility of building resigner- net truss resigner. /racing shown MITek Is for latent upper! of individual web members only. Additional temporary bracing to insure stability eying construction b the responsibility of the erecter. Additional permanent bracing of the everai structure Is the respendMity, of the building cosigner. For general guidance regarding MMYe . /L.n.N.• fabrication, rivality control, sterane, delivery, erection and bracing, censuti ANSI/TPIi Quality Criteria, DSI -11 and ICSH tullding Component 7777 Greenback Lane, Sufte 109 Safety Information available from Truss Plate Institute, 593 D'Onefrie Drive, Marken, WI 53711. Citrus Heights, CA, 95610 y REDLINE-GARA E — 1 R23t323G7 lY9�/ Mt CAL. HIR 1 Job Reference (optional) ..ow . am , , zuv. mn en n.umn.., im rn u u u> i.:aa:aa zvue rose z NOTES 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the preen lumber members. 9) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 1-11-4 oc max. starting at 10-0-12 from the left end to 13-11-4 to connect truss(es) J (1 ply 2 X 4 DF) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hangers) or other connection devices) shall be provided sufficient to support concentrated load(s) 1377 Ib down and 337 Ib up at 8-0-0, 606 lb down and 150 Ib up at 10-0-12, 606 Ib down and 150 Ib up at 12-M, and 606 Ib down and 150 Ib up at 13-11-4, and 1377 Ib down and 337 Ib up at 15-11-4 on top chord, and 706 Ib down and 64 lb up at 8-0-0, and 706 Ib down and 64 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-4=-84, 4-6=-84, 1-5=-20 Concentrated Loads (Ib) Vert: 8=-58(13)3=-606(6) 11=-1377(B) 12=-606(6)13=-606(6) 14=-1377(B) 16=-706(B) 17=-59(B) 1i= -58(B)19= -706(B) A weRAMM . Rryk d.syn r.ranret r, and Rada NOTES aNTHM A" 1 XLUDED arse "FZPff Cs reos m-7473 Baro" vsa. Nil'Design void for use enty with MTek connecters. This design Is reser enly upon parameters shown, and is for an Individual building component. Applicability of resign penmenters and praiser incorporation of component is responsibility of building resigner- net truss resigner. /racing shown MITek Is for latent upper! of individual web members only. Additional temporary bracing to insure stability eying construction b the responsibility of the erecter. Additional permanent bracing of the everai structure Is the respendMity, of the building cosigner. For general guidance regarding MMYe . /L.n.N.• fabrication, rivality control, sterane, delivery, erection and bracing, censuti ANSI/TPIi Quality Criteria, DSI -11 and ICSH tullding Component 7777 Greenback Lane, Sufte 109 Safety Information available from Truss Plate Institute, 593 D'Onefrie Drive, Marken, WI 53711. Citrus Heights, CA, 95610 JOD S russ 1 ype Uly DEFL REDILINE-GARAGE (loc) I/defl Ud PLATES GRIP TCLL 35.0 R23i323t6 P8948 M10 CAL. HIP t I 11171Y 1 >999 360 MT20 220/195 (Roof Snow=35.0) Lumber Increase 1.15 Job Reference (optional) m••• wn , • .,,e, w i 44L7 I 9.5.0 9,11-11 14.0.5 7A-7-0 19.5-9 244)-0 I 211l 4-9-7 4.10.9 0.4.11 4-0.10 041.11 4.10.9 4.9.7 2-0-0 Cul • 1:43.2 5x6 6x6 = 5sa = • • 5)d = 1x10 = 5x6 = 9-5-0 5-2-0 9-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.17 8-9 >999 360 MT20 220/195 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.56 Vert(TL) -0.35 1-9 >802 190 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.09 6 n/a n/a BCLL 0.0 Code UBC§7/ANSI95 (Matrix) Wind(LL) 0.06 9 >999 240 Weight: 100 lb BCDL 10.0 ----__---_-_ _. LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.I&Btr G WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/size) 1=1225/0-3-8,6=1421/0-3-8 Max Horz 1=-61(load case 9) Max Upliftl=-108(load case 5), 6=177(load case 6) Max Grav 1=1233(load case 2), 6=1579(lo2d case 3) BRACING TOP CHORD Sheathed or 3-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3073/316, 2-3=-2533/214, 3-4=-2350/224, 4-5=-2510/199, 5-6=-3004/277, 6-7=0/94 BOT CHORD 1-9=-298/2970, 9-9=-121/2331, 6-9=-204/2792 WEBS 2-9=-696/155, 3-9=0/323, 4-9=-334/379, 4-9=0/316, 5-9=-559/127 NOTES 1) Wind: ASCE 7-99; 95mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard ��QROFESS/a,�1 S. Tj�c��c2 Q � C 046 EXP 1k December 1,2006 Q Il - yorjJy de Wn pa�namet nr enf RStI NOTE& ON THIS AND INCLUDED WnK RZFERXIMS LAGS MU -7473 SSFORl VCI. Ulf Design valid for use only with Walk connecters. This design is based only upon paramlters shown, and is for on Individual building component. l Applicability of design poromenters end proper incorporation of component is responsibility of Willi designor- not truss designer. tracing shown Tek' Is for lateral support of individual web members only. Additional temporary Mating to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the rasponsibifty of fho Willing ing designer. For general guidance regonling---Pa. Ia•w.• fabrication, quality centroL storage, delivery, erection and bracing, consult ANSI/RII Quality Criterle, DS8.81 and 8CSI1 Building Component 7777 Greenback Lane, Suite 109 Safety Information evellable from Trans I'lato Institute, 583 D'Ono6te Drive, Madison, WI 5371t. Citrus Heights, CA, 95610 Do russ russ 1 ype wry my REDLINE -GARAGE (loc) I/deft Ud TCLL 35.0 Plates Increase R23t323it p8948 J MONO TRUSS 13 1 360 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.46 Vert(TL) Job Reference (optional) M-33 —ne-,, R ----,t, W I� 1 2-0-0 $40 11.0.0 2 -ere $40 340 6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 35.0 Plates Increase 1.15 TC 0.75 Vert(LL) -0.17 2-6 >544 360 (Roof Snow=35.0) Lumber Increase 1.15 BC 0.46 Vert(TL) -0.34 2-6 >272 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 Code UBC97/ANS195 (Matrix) Wind(LL) 0.00 2 "" 240 BCDL 10.0 PLATES GRIP MT20 220/195 Weight: 30 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&8tr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=553/0-3-8, 6=78/Mechanical, 3=619/0-3-4,4=-1/0-3-8 Max Horz 2=125(lo2d case 5) Max Uplift2=41(load case 5), 3=-157(load case 5), 4=-1 3(102d case 8) Max Grav2=786(load case 2), 6=156(load case 4), 3=690(lood case 2), 4=86(lood case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94, 2-3=-123/131, 3-4=-90/0, 4-5=-49/0 BOT CHORD 2-6=0/0 -1:22.0 NOTES 1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf,, Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL --1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girders) for truss to truss connections. ,FoFESS/p 7) Beveled plate or shim required to provide full bearing surface with truss chord at Joint(s) 3, 4. �� S. TSN `F2 LOAD CASE(S) Standard m LUQ Ce C 946433 T 1,2006 A WARNING - Asr(fy design Fararneftm and READ NOTES ON TNrs AND INCLUDE) IDTER RSFSRENCS PAGR AW -7473 )tP'ORZ USX. i1' ■ M Design void for use only with "Tek connectors. This design Is baser only upon parameters shown, and b far an Individual bvilring component. Applicability of design perementers and proper incorporation of component Is msponsirirfy of building designer- net truss designer, tracing shown MiTek� is for lateral support of Individual web members only. Additional temporary bracing to Insure stabiify during construction is the responsibilrrfy of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding .-ws-.--cera-;..- fabricafion, quality control, storage, delivery, erection and bracing, consult ANSIMIl Quality Criteria, DSI -if and 1CSn Buthong Component 7777 Greenback Lane, Suite 109 Safety Informatlon available from Truss I'late Institute, 583 D'Onofrie Drive, Modbon, WI 53719. Citrus Heights, CA, $5610 -24-15 34-12 7-54 11-2-4 2-9-15 3812 3.8-12 3.8.12 Scale = 1:22.5 NOM REACTIONS (Ib/size) 6=856/0-3-8, 2=981/0-4-15, 7=667/Mechanical Max Horz 2=97(load case 5) 5-7-2 Design valid for use any w 8th Wok connectors. This design Is leasod only upon poromertors shown. End is for an Individual building component. 5-7-2 LOADING (psf) TCLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP (Roof Snow=35.0) plates Increase 1.15 TC 0.62 Vert(LL) -0.08 3-9 >9499 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.59 Vert(TL) -0.16 8-9 >796 Igo Q S. T//(� `t�,1, BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 7 n/a n/a 6) A plate rating reduction of 20% has been applied for the green lumber members. BCDL 10.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.02 i-9 >999 240 Weight: 56 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 4-9-7 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std G LDR SCAB 1-4 2 X 4 DF No. I&Btr one side REACTIONS (Ib/size) 6=856/0-3-8, 2=981/0-4-15, 7=667/Mechanical Max Horz 2=97(load case 5) Max Uplift 6=-195(load case 5), 2=-148(toad case 5), 7=-55(load case 5) Design valid for use any w 8th Wok connectors. This design Is leasod only upon poromertors shown. End is for an Individual building component. Max Grav 6=856(load case 1), 2=1223(load case 2), 7=667(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-11=-1756/81, 10-11=-1694/88, 3-10=-1691/88,3-4=-1541170,4-12=-1521/72, "is momeors only. Additional tempobracing to insurer stobily during corahuctern k the responst ellfity of the Is for lateral support of individualrary 5-12=-1471/71, 5-13=96/9,6-13=-12131 BOT CHORD 2-14=-117/1638, 9-14=-117/1638, 9-15=-145/1179, 8-15=-145/1178, 7-8=0/0 WEBS 3-9=-169/114,5-9=0/633,5-8=-1329/164 fabrication, quality control. storage, delivery, erection and bracing, consulf ANSI/TPII Quality Cdtode, DS8-it and ICsll Iullding Cemponenf NOTES 7777 Greenback Lane, Suite 109 1) Attached 7-3-13 scab 1 to 4, front faces) 2 X 4 DF No.1&Btr G with 1 row(s) of 10d (0.131"x3') nails spaced 8" o.c.except : starting at 2-1-3 from end at joint 1, nail 1 row(s) at 3 o.c. for 2-0-0. 2) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=4.2pst•, Category ll; Exp B; enclosed; MWFRS gable end .QFESS/pN zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Q S. T//(� `t�,1, Plate metal DOL --11.33.!.33. �� ��R 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. UJ C 04 6 M 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. * EXP. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 6. 9) "Nailed" indicates 3-10d or 2-12d common wire toe -nails. For more details refer to MiTek's ST -TOENAIL Detail (9 Continued on page 2 December 1,2006 © WARMNO • Ter1 fig design p -tern and READ NOTES ON Tiffs AND INCLUDED Y7TZK XEYMEME PAGE AM.7473 REFOR2 USJL Iff Design valid for use any w 8th Wok connectors. This design Is leasod only upon poromertors shown. End is for an Individual building component. Applicability of design porementers and proper incorporation of component rs responsibility of building designer- net truss designer. {racing shown MiTek• "is momeors only. Additional tempobracing to insurer stobily during corahuctern k the responst ellfity of the Is for lateral support of individualrary erecter. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,.".e"7• I -- fabrication, quality control. storage, delivery, erection and bracing, consulf ANSI/TPII Quality Cdtode, DS8-it and ICsll Iullding Cemponenf 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 00 1 ruSS truss type REDLINE -GARAGE R23{323N JC MONO TRUSS JUTY 3 IVIY Job Reference (optional) Mose Lumber, Rea nnit. Ge NOTES 10) Hangers) or other connection device(s) shall be provided sufficient to support concentrated loads) 177 Ib down and 43 Ib up at 8-5-6, and 177 ib down and 43 Ib up at 8-5-6, and 690 Ib down and 157 Ib up at 11-0-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted aS front (F) or back (B). LOAD CASE(S) Standard 1) Snow: Lumber Incre2se=1.15, Plate Incre2se=1.15 Uniform Loads (plf) Vert: 1-6=44, 2-7=20 Concentrated Loads (lb) Vert: 6=-690(B) 9=-36(F=-18, 6= -18)12= -36(F= -1i, 8=-1111) 13=-284(F=-142, B=-142) 14=1(F=1, 5=1) 15=-76(F=-38, B=-39) Q WARNUlO • Tirtry don/n rarometen and READ NOTED ON TNlr AND MCLUDED aUTER "PTRENCE PAGS MZF-7473 BEFORE Urs. Nit Design valid for us..nt/ with Mitek connectors. This design Is basad only upon parameters shown, and Is for an Individual building component. l Applicability of design poramenters and proper incorporation of component k responsibility of building designer- not truss designer. {racing shown b for lateral support of individual web members only. Addiiienal temporary bracing to insure stability during constriction is the responsibillity, of the M Tek erector. Additional permanent bracing of the, overall structure is tho responsibility of the building "nor. For general guidance regarding - ,..rRr.ww.- fabrication, quality control, storage, delivery, erection and bracing, consuit ANSI/TIII Quality Creech, li and Ill {ufding Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plato Institute. 563 D'Onofrlo Drive, NNdison, WI 53711. Citrus Heights, CA, 1115610 JOD DEFL truss type TCLL 35.0 SPACING REDLINE- GARAGE ►8948 S2 JACK g 1 823632370 Moss r. eUino. Ca Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 _ Jab Reference (optional) a "a.. Scale . 1:7.4 LOADING (psf) DEFL in TCLL 35.0 SPACING 2-0-0 (Roof Snow=35.0) Plates Increase 1.15 BCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G CSI DEFL in (loc) I/deft Ud TC 0.53 Vert(LL) -0.00 2 >999 360 SC 0.03 Vert(TL) -0.00 2-4 >999 180 WS 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Wind(LL) 0.00 2 •"" 240 BRACING PLATES GRIP MT20 220/195 Weight: 8 Ib TOP CHORD Sheathed or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=361/0-3-8,4=19/Mechanical, 3=-10/Mechanical Max Horz 2=43(lo2d case 5) Max Uplift2=-105(load case 5), 3=-68(102d case 2) Max Gr2v2=595(102d case 2), 4=39(lo2d case 4), 3=1 5(102d case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94,2-3=-98/4 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; E5mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf, Category II; Exp 5; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Q WARM* - Te (& bMon parumeten on4f ItiAD NOTlf ONYXIS AND MMUVZD JF=R "PERENCE tAGZ JW.7473 DR70" USi. Design void for use only with Mitek connectors. This design k based only upon parameters shown, and Is for an Individual building component. Applicability of design peramenters and proper incorporation of component b responsibility of building/ designer - not truss designer. Bracing shaven is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the nesponsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general gublence regarding fabriceflon. quality control, storage, delivery, erection and bracing, consult ANSI/711 Quality Crltoris, DSI -89 and 11011 Building Component Safely Information available from Tens /late institute, 583 D'Onefrio Drive, Madison. WI 53719. �,WEss/ S. c� Q 'L m � C 044. 7t EXP December 1,2006 MTek J .tree ,s .sw�eer.• i 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 JOD ru i� Design valid for use only v*h M7ek connectors. This design Is based only upon parameters shown, and is for an Individual building component. y REDLINE -G G PIl4/ S4 JACK PLATES GRIP 1 R23e32371 Mas Nr. Rddine. G Vert(LL) -0.01 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 Job Reference o lienal _ ___ _ .... ---_ ._ . . 1 LOADING (psf) i� Design valid for use only v*h M7ek connectors. This design Is based only upon parameters shown, and is for an Individual building component. TOLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.60 Vert(LL) -0.01 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.11 Vert(TL) -0.02 2-4 >999 ISO SCLL 00 Rep Stress Incr YES WIS 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.I&Btr G TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanic2l, 2=425/0-3-f, 4=38/Mechanical Max Horz 2=61 (load case 5) Max Uplift3=21(load case 5), 2=-99(load case 5) Max Gr2v3=102(lo2d case 1), 2=652(102d case 2), 4=76(load case 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94.2-3=-95/24 BOT CHORD 2`4=0/0 NOTES 1) Wind: ASCE 7-99; 85mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf, Category II; Exp D; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard 4RpFESSj/ 'I'D��tia S. r,N��Ftic C 04 433 T * E 07 ' i OF December 1,2006 Q WARNma • Veryde[yn raraRW r* and MUD NOTES ON TXIJ AND INCLUDED X/TZK REPZJtLNCZ LAGS AM -7473 BEFORN 1789. i� Design valid for use only v*h M7ek connectors. This design Is based only upon parameters shown, and is for an Individual building component. ■ Applicability of design porementers and proper Incorporation of component Is responsibility of bursting designer- not trans designer. {racing shown Mire Is ra for lateral support of individual web members only. Additional temporary bracing to insustability during construction is the responslbillity, of the k• erecter. Additional permanent bracing of the overal structure Is the responsibility of the building designer. For general guidance regarding fabrication, otuarty control storage, delivery, erection and bracing, cansuff ANSIM111 Qualty, Weds, DSI -89 and ICS11 Building Component MIY[e7• I[eneM` Safety Information available him Truss Plate Institute, 563 VOnofrie Drive, Madison, WI53719. nn enenrade Lone, Suite 109Su Citrus Heights, CA, neSu E 1:13! LOADING (psf) DEFL TCLL 35.0 SPACING 2-0-0 (Roof Snow=35.0) L - ARAGE 111 88418 Lumber Increase 1.15 JACK Rep Stress Incr YES BCDL 10.0 8236323721 71b BC 0.25 Vert(TL) -0.11 2-4 >660 Reference (optional) E 1:13! LOADING (psf) DEFL TCLL 35.0 SPACING 2-0-0 (Roof Snow=35.0) Plates Increase 1.15 BCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI55 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.I&Btr G CSI DEFL in (loc) I/deft L/d TC 0.60 Vert(LL) -0.05 2-4 >999 360 BC 0.25 Vert(TL) -0.11 2-4 >660 180 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Wind(LL) 0.00 2 "** 240 BRACING PLATES GRIP MT20 220/195 Weight: 20 Ib TOP CHORD Sheathed or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=205/Mechanic2l, 2=511/0-3-i, 4=5i/Mechanical Max Horz 2=79(load case 5) Max UpIiR3=-50(lo2d case 5), 2=-99(load case 5) Max Grav3=226(load case 2), 2=739(load case 2), 4=1 16(102d case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/94, 2-3=415/55 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 85mph; h=258; TCDL=4.2psf, BCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20•/. has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Q WARNM • Rr* d"syn Par* --.m and REA1 NOTEa ONTNIS AND LVCL"ZD XZTEx RLrFEPMVCD PACS AM7473 SSFORi USS, �IFi 191' Design void for use only with Welt connectors. This design b based only upon parameters shown, and b for an Individual building component, Applicability of design poromente s and proper incorporation of component is responsibility of building designer- not buss designer. {racing shown is for latent sulsport of individual web members any, Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding IIW[n . P.. -M. - fabrication, queGty control, storage, delivery, erection end bracing, consul ANSI/TIn Qually Crleds, DSI -19 and ICSI1 Wilding Component 7777 Greenliask Lane, Suite 101 Safety Information available from Truss Plate Instituto, 583 D'Onefdo Drive, Madison, WI 5371f. Citrus Heights, CA, 95610 October 29, 2004 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with IOd nails at 12"o. c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincerely, M. C049919 EXP 9-30-0 �OF Redong (Ray) Yu, P.E./S.E. Regional Vice President Western Engineering Operations RY/ek Symbols I Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated.6-4-8 Dimensions are in ft-in-sixteenths. dimensions shown in ft-in-sixteenths �(Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See SCSI I. 0-1/,. 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS wide truss spacing, individual lateral braces themselves may require bracing, oraHemative T, I, or Eliminator bracing should be considered. C 1-z cza WEDS q� 4 3. Never exceed the design loading shown and never inadequately braced trusses. O 0u �1� 3 �Y stack materiak on 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U w► = designer, erection supervisor, property owner and plates 0-1h4' from outside a. �` u U all other interested parties. edge of truss. 0 c» a C47 c54 0 5. Cut members to bear tightly against each other. BOTTOM CHORDS f. Place plates on each face of truss at each This symbol indicates the E 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from 'date location details available in MTek 20/20 the environment in accord with ANSIAPI 1. software Or upon request. i. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed I?%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. !. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the late p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber k a non-structural consideration and is the Width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension Is camber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LITERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243,9P6049, in all respects, equal to or better than that specified, by text in the bracing section of the 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MReke All Rights Reserved 15. Connections not shown are the responsib7ty of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Irstall and bad vertically unless indicated otherwise. 1 S. Use green treated lumber may pose unacceptable environmental, health or performance risks. Consult with ro 1, Industry Standards: �• project engineer before use. ANSI/TPII : National Design Specification for MetalM . i!. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSD-89: Design Standard for Bracing. iTe k k not sufficient. BCSI l : Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER YO PERFORM.- ANSI/TPI 1 Quality Criteria. Installing i tracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet- MII-7473 41a. W.1 t�,.... - ,r'. f�',. ; i-- -�-�r ��\j •7. .'.■�`�'•.�yr�. / 1 ' '� _.+' 1 Il�y ; 1 .�,.�...1 N►`I ...;IK �*1. GENERAL NOTES NOTAS GENERALES HAND ERECTION -LEVANTAMIENTOAMANO BRACING FOR THREE PLANES OF ROOF Trusses are not marked In any way to identify Las trusses no alio marcados de ning6n modo que Q Trusses 20' or , ;%`, - - 1-7i Trusses 30' or the frequency orloationoftemporary bracing. Ilentifique la frecuencia o localizagli de IDs amostres u less, support lJ less, support at EL ARRIOSTRE EN TRES PLANOS DE TECHO Follow the recommendations for handling, - l � (bracing) temporales. Use las recemeMadona de maneJo, at Peak• quarter points. f Installing and temporary bracing of trusses. Instalocii y amostre temporal de los trusses. Vea el folleto D. Instalaci6n Levarite Levante de t�f This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses, Refer to SCSI 1-03 Guide to Good Practice for SCSI 1-03 Gula de Buena Prictin nary el ManetIJ Handling Installin A tracing of Mehl Plate del pini los los cuartob Este metDdo de arriostre es res todo trusses exce to trusses de cuerdas aralelas 3x2 4x2• � y Arriostre de los Trusses de Maden Conruectadoe cera Pa P P Y Connected Wood Trusses for more detailedtrusses de 20 de tramo IDs Pleas de MehlDara para mayor informacidn. j information. pies o mens, trusses de 30 1) TOP CHORD -CUERDA SUPERIOR g g y pecify locations of Los d1wl� de disefio de IDs trusses pueden espediiar I E Trusses up to 20' I Pies a menos. I Trusses up to 30' Truss Design Drawings may s � permanent bracing on Individual compression las loalizadones de la aniostres permanenb� en los Trusses hash 20 Piesrusses haste 30 Pies members. Refer to the ICSI-13 Summary Bm eim individuales en sompresi6n. Vea la hoja res6men Sheet - Web Member Permanent Bracing/Weh BCSI-B3 ora las amostres permanentes y refuerzos de IDs Reinforcement for more information. All other mlembros secundados (webs l Para mayor Infonnad6n. EI HOISTING - LEVANTAMIENTO permanent bracing design Is the responsibility resto de amostres permanentes son la responsabilidad del Hold each truss in position with the erection equipment until temporary bracing is installed and of the Building Designer. Diseflador del Edifido. tom is fastened to the tearing points. 0 The consequences of improper handling, installing Sostenga ada truss en posiddn con la gnia hasta que el arriostre temporal este inshlado y el and bracing may be a collapse of the structure, ortruss asegurado en IDS soportes. worse, serious personal injury or death. r EI resulhdo de un manejo, Instalacl6n y arriostre 1 �Do not lift trusses aver 30' by the peak. Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Trams Espaciamiente del Arriestre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. _ Hash 30 pies 10 pies miximo 30' to 45' i' D.C. max. 30 a 45 pies i pies miximo 45' to 60' V o.c. max. 45 a 60 pies 6 pies miximo 60' to 80'* 4' o.c. max. 60 a 90 pies* 4 pies mixdmo inadecuados,uede ser la cafda de la estructura o "r p 4' «� t , iAr. No levante del pica los trusses de mis de 30 pia. Consult a Professional Engineer for trusses longer than . a6n poor, muertos o heridos. Consu � l � Re a un ingenlen para trusses de mess de 60 poles Greater than 30' Mis de 30 Dies HOISTING RECOMMENDATIONS NY TRUSS SPAN Banding and truss Plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO Q gloves when handling and safety glasses when A. POR LONGITUD DEL TRUSS cutting banding. Empaques y pleas de metal tienen border afilados. Use quanta y lentes protectores cuando torte los empaques. HANDLING - MANE70 Taglino QAllow no more No permita mas © Use special are In Utilice cuidado t' - than 3" of all de 3 pulgadas de windy weather or especial en dfas tion far every 10' pandeo por cads 10 near power lines ventosos o cera de of span. pies de tramo. and airports. cables electricos o de seropuertos. proader bar 60' or less �- Approx. 1/2 �I truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES tap Toed EToe-In IV Spreader bar for I _ Spreader bar 1/2 to truss bundles Ta line j!— 2/3 truss length g TRUSSES UP TO 60' TRUSSES HASTA 60 PIES � oar ,� t � a rss• T T "0 0 I_ v I tr rJ( Check banding Revise los empaques Locate Spreader bar �u prior to moving antes de mover los above or stMM1ack p g mid-hNght bundles. paquetes de trusses. �( Pick up vertical Levante de la cuerda �-I bundles at the superior los grupos © Avoid lateral bending. - Evite la fiexl6n lateral. top chord.. vertiales de trusses. _ Attach 10' O.C. Max. Spreader bar 2/3 to �- 3/4 truss length Tagline ". TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES Q See SCSI -B2 for TCTLB options. Vea el SCSI -52 para las opciones de TCTLB. © Refer to BCSL-EE Summary Sheet - Gable End Frame r7f Repeat diagonal braces. Vea el res6men ` ' LI ICSI-16 - Arriostre Repih las arrioetres del truss terminal diagonales. de un techo a dos �UaS' f 7f Set first five trusses with spacer pieces, then add diagonals. Repeat LI process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego IDs amioam diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos IDs trusses esten instalados. 2) BOTTOM CHORD - CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. BRACING - ARRIOSTRE N tt Y Refer to ICSI-32 Summary Sheet - Truss Inst_alla- r 3) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS Do not store No almacene unbraced bundles vertialmente los tion and Tempos BradnD for more Information. upright. trusses sueltos. Vea el res6men ICSI-92 - Instalaclin de Trusses Q 'e y Arriostre Temporal Para mayor Informal j I Niiv� ORE THAN ONE WEEK �"c Do not walk on unbraced trusses.oNE WEEK eR LE55 MNo amine en trusses sueltos. Top Chord Temporary Lateral 1 ,,��; +p Loate round braces for first truss di Bracing (TCTLS) .a.seems.�aNriM1sa�I#TSaasr:=wr�f Q g redly. In line with all rows gf to cit rd to 7( Bundles stored on the ground for one Gypsum Map ' ~" LLJJ week or more should be raised by blocking EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 +- at i' to 10' on center. Summary Sheet 10' o.c. for 3x2 chords g" Los paquetes almacenados en la tierra por Do not store on una semina o mis deben ser elevados uneven ground. con bloques a ada i o 10 pies. spaces (30' max.) Trusses for more _. � . QFor long tens storage, cover bundles to pre- rx y vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, - cubra los paquetes para prevenir aumento _ de humedad perp permita ventilaci6n. paralelas para mayor trusses must be placed Lateral braces No almacene en tiers desigual. p 0 mperary lateral bracing. Coloque los arrlostree de tiers Para el primer truss directamente en linea con Cada Una de las }alas de arriostres laterales 2x4 min. temporales de la cuerda superior. grace first tom well E—before erection of additional trusses. i Web 10'-15' w max. same spacing as bottom chord lateral bracing Diagonal braces every 10 truss spaces (20' max.) y Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT BEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! ►� r .t:=t1 :rr3;�rlit" rr��r�r;�rr. No proceda con la construcd6n hash que todos los arrlostres esten coloados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to Ili -Immo Sheet -Construction Loading for more Information. No exceda las miximas alturas recomendadas. Vea el res6men Material Height (h) Gypsum Map (RACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES Plywood or OSB EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Q Refer to SC5I-B7 Maximum lateral brace spacing 2 bundles Summary Sheet 10' o.c. for 3x2 chords g" - Temporary and15' o.c. for 4x2 chords 15 Diagonal braces termanent BracinD 10' or every 15 truss for Parallel Chord spaces (30' max.) Trusses for more _. � . ,..... Information. Vea el res6men ICSI-57 - Arriostre temporal v " r permanente de The end diagonal trusses de cuerdas brace for centile, !red paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4xl2' length lapped with the support. over two trusses. INSTALLING - INSTALACION Q Tolerances for Out -of -Plane. - Tolerancias pan Fuera-de-Plano. Max. ow M Length —► Max. Truss Bow Length �_ Io ---------- Max low Length ---a- 3/4" 12.5' 7/i" 14.6' Imo( Tolerances for IJ I D/50 D (ft.) 1" 16.7' Out -of -Plumb. 1.1/8• 18.81 Tolerancias Para 1/2" 2' 1-1/4" 20.8' Fuera-de-Plomada. , 3/4' 3' 13/i' 22.x' o Plumb bob 1• 4, 1-1/2' 25.0' 1-1/4" 5' 1-3/4" 29.2' 0/50 max 1-1/2" fi' 2" 233.3' CONSTRUCTION LOADING - CARGA DE CONSTRUCCION © Do not proceed with construction until all bracing is securely Maximum Stock Height and properly in place. for Materials on Trusses No proceda con la construcd6n hash que todos los arrlostres esten coloados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to Ili -Immo Sheet -Construction Loading for more Information. No exceda las miximas alturas recomendadas. Vea el res6men Material Height (h) Gypsum Map 12" Plywood or OSB 11" Asphalt Shingles 2 bundles Concrete Slook g" Clay Tile 3-4 files Nth SCSI -84 Carga de Construcci6n para mayor informad6n. Do not overload small groups or single trusses. No sebreargue pequefios grupos a trusses individuales. QPlace loads over as many trusses as possible. Coloque las argas sobre tantos trusses come sea pooible. QPosition loads over load bearing walls. t Coloque las argas sobre las paredes soportantes. ALTERATIONS - ALTERACIONES © Refer to BCSI-15 Summary Sheet - Truss Damage. 3obdre Modlfi atinnc and Installation Errors. Vea el res6men ICSI-55 Dalaos de trusses, Modifiaclones en is fibra y Errores ple Inetala i6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembre estructural de los trusses, a menos que este especificamente permitido en el Ubujo del disefSo del truss. 0 Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construci a han side alterados sin Una autorizacl6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabrtcante de Trusses. NVM: The Tluss Manufacturer and Tom Designer must rely on the fat[ Yat the Contactor ane wane seems. (if applicable) are ca- pable ti urlawlake tiro work they have agreed to do on a particular project. The Contactor should seek any required assistance regarding crosbuwdn practlaes from a campeke party. The methods and procedures eullirid are Intended ti ensure but rte averall oonstmcllon lechnigues employer will put flear and roof busses Ind place SAFELY. These no ommendailans for handling, Installing and bracing wood busses arc based upon Me baldca" experience of leading ledinical personnel In are wood truss Industry, but must, rue to the moms of responsibilities Involved, be presented only as a GUIDE dr use by a bualihed Building Designer or Erection/InstallaWn Gnlacdr. It Is not Intended that Mese r mmendaV" be Interprelod as superior d any design specification (preAded by either an ArchAact, Engineer, in. Were Designer, the Erecllan/Instillation Canbadellar or afor handling, Instilling and bracing wood busses and it does not preclude the use of other quW lent methods for bracing and prWil stibllity for Yg walls and columns as may be determined by '.,~ •- - Yre buss Erection/IrMallation Contractor. Thus, the Wood Truss Council of America and the Truss More InsYNle expressly disclaim any responsibility for damages arising from the use, application, W reliance on the recommendations and Information wntaind herein. Aficlk0 WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, W153719 218 N. Lee St., Ste. 312 • Adexandira, VA 22314 608/274-4849 • www.weedbuss.com 703/683-1010 • www1pinst.org 81WARN11x1720050501 18"X 1 r x 10" THK FOOTING i i t i BELOW 4 x i POST, 4 TYP, 16'If 4 a R 3068 36„ L:ANDIN(� 36" sq concrefe landing 0 Wood stuetural el sheethtn (lywoo�d or osb) with!* thickness a I . not less then 6/pi6 for 16• stuc�sio�na and not fess then s/8" I ?/16 X ,4. X 8 O�aB SHTG. STAGGERED SHTS "for Z4' stud spacing to I�coordatiae with tables 23-H-1 and 23-1-n-1 , ' :W/END ON TRUSSES. SPAN RATING 32/16 with 6d or ad common or galvanized box nails . at S Inches on center I OCX ALL .EXP. EAVES d SOFFITS, kz O -d b at edQes. and, 12 inches on center at .Imtermedtete supports 4'-0" ditntmum length CCX N/1IL: W/ 8d GALV.. 6" AT ,EDGE 12"• AT FIELD I I • I . is shell conform to builds ° °n ELECTRICAL, PLUMBING � � eii °"�'� `� ti's 199? `'�'tf °fNA "0 . AND MECHANICAL NOT �. Z I . " 2. ell foots a shell wxteirx! into undsstcrbsd neisys soil eonf ormtnp . �1"' PLAN no AN CHEC � KED V AT ISN IrKxsess . LE GABLE ELEVATION --� ld ShallN SIDE. E . • '.. � ... ,. , � m�•wo , to oil olaeesfseetson ,table 16 1 the but sr » # »-O" ; ... . fnottr+p daptt�x rireded to t this -ars ars ry 114 r -O - APPROVAL FROM 3. Minimum concrete srenpth • 28 days shell be 25M PSI r� •—� OBTAIN v l N STATE OF CALIFORNIA FOR m ASTM AMS GMDE 40 STRUCTURE ATTACHED TO 4. conarets resnforcum at -all comply with Q Ln MANUFACTURED HOME 5• I" in concrete resnforesno barn shell be 24' min DBL. 29 TOP PLATE-\ min. 6 16dS 2-13/4 X 14' stud X1.8 e du 2x trimnert w/Us,*16'oc. ful height NOTE: HEADER. HEIGHT 'MAY VARY DUE 'TO .CURB G P NING DETAIL 6' CURB 2X P.T. /� w ■ i/2' ANCHOR BOLT MAX. T vpp- �pr/t■ �.. 4" CONC..St_AB N PREPARED BASE TYP, CORNERS d ENDS I 111■��•14�lM�IwI�Y�ilt�/YdilAl�Mit�■Mr11ta/�ilr/Yd111�1/kdlt�l�lwdll�/Yiifl•/wr■1�/M�i1��Y�MlNoma IIMIIMA�11M11r1�1s�1d■1 111■t1•AlM■1/tiA�■1�1■11�r11r1lfrll■IIr11A/■ISM■/eITIMI■ /��I�l■1f/lll�l■imomm 1 imas�r1111aso I/iIr1Nil1■!lr■ rl- r a• « !*ft—*' 1 E.N. bd T MIN ■■MINA■■wl�d■■Mlral■■�A■tM■■/1■I■■■�/M�■■■w1M�>st■M�lerr■■/Irtrl■■111MIM■■�MrIM■■rlrli■■�1■IrIM■/Irrl■■�I>rlsl■■�I>11■■>NI I�t111!■■�t�!■■��IA■■�I�IA■■/�/■■��1■■��A■tiOtl•IA■■�t�t■■��11■■r�11■■�t1■!■■��1!■■��A■■OMA■■�tl•III�■e1 Isr■M�MsMMM/Is�MM�isrMM�le�iMM�Is�Mr�Md■r�tV����hrMM■ gmdON/in��0�ir�1�/�in�A//1•�II■��jiiei��■I♦Y���/trr�l -"Iftoft-ft: 111lr■Yr11A�Yral�rYral�OMra11M�Mra1■I1�Md1��MritMl�wrii■ Nkmml1MmIMIM I hymimmkdlrrYrl=Nbmltl mbal■• ft NNW onwoulm tAas1i1Am1�MM�AMMIrtr11M1if■ i/■II�IIIIII�r1�1�11�d1�M1lA�l�I�MIIA��I�M■A��I�MII�NIArA�rII�r11�r/1■A�rt♦r11�r■I ■■■IM1rM■■I■11nM■■■IIrM■■MI■II■■■■IMAM■■1MIIIUM■■I■!M■I■■■lirw■■■Ilw■■■1111INION FTING 12» HATE 6-2-99 SCALE 1/4 - 1 I��l�N�t�1■■[��11/■��11■!1�■111■��Ii�■��11■���IIM■�/!1■■��III■■�ti1/■��I!■r�rl/>A■��Ill�e��1A■■�tM11■/r1 IrrIMM/MrwiMM�t�IiMM�lerd/r��rli■■/gr�MM/ill■■M�{IYr11■M�IwMI■■I�YdrMrilrlliMw�IndM/rrluiM/�Mul/r/[�riMt#�lrllit#M�1■lil "�'�„'�'�j�i,",,,'i�l®�I��'I II��Mr/IM1Mb1dllM MIN mai Mmir■II�rMrii ■Yri eYr11�M•Yd���Yd � � �; ;,��..�.+;.: �r.Y..+i..�r.. :� I�...�.�L.r....l.........1�,..�i.......■L.�.r.l I 1 I I ( I i I � � I I � I I I I 4' - ix' ExTm will: . • �3" , . ' ..•.L 4 WINDOW -DOOR FRAMING : • I'• 1oA o well typ. I I I II I I I I • w _ - I • 6 < • .. s - . 1 ory I n w< •O CD I ( W W b L0 N O ' r < ❑ 'r II i � ) I W LL 6 STEM WALL < 1" 4 3 I 12'. FOOTING TYP. o zo I • I . is shell conform to builds ° °n ELECTRICAL, PLUMBING � � eii °"�'� `� ti's 199? `'�'tf °fNA "0 . AND MECHANICAL NOT �. Z I . " 2. ell foots a shell wxteirx! into undsstcrbsd neisys soil eonf ormtnp . �1"' PLAN no AN CHEC � KED V AT ISN IrKxsess . LE GABLE ELEVATION --� ld ShallN SIDE. E . • '.. � ... ,. , � m�•wo , to oil olaeesfseetson ,table 16 1 the but sr » # »-O" ; ... . fnottr+p daptt�x rireded to t this -ars ars ry 114 r -O - APPROVAL FROM 3. Minimum concrete srenpth • 28 days shell be 25M PSI r� •—� OBTAIN v l N STATE OF CALIFORNIA FOR m ASTM AMS GMDE 40 STRUCTURE ATTACHED TO 4. conarets resnforcum at -all comply with Q Ln MANUFACTURED HOME 5• I" in concrete resnforesno barn shell be 24' min DBL. 29 TOP PLATE-\ min. 6 16dS 2-13/4 X 14' stud X1.8 e du 2x trimnert w/Us,*16'oc. ful height NOTE: HEADER. HEIGHT 'MAY VARY DUE 'TO .CURB G P NING DETAIL 6' CURB 2X P.T. /� w ■ i/2' ANCHOR BOLT MAX. T vpp- �pr/t■ �.. 6 -16d END NAL 4X02 HEADEit TYP. CORNERS d ENDS 2- x4 AR 111■��•14�lM�IwI�Y�ilt�/YdilAl�Mit�■Mr11ta/�ilr/Yd111�1/kdlt�l�lwdll�/Yiifl•/wr■1�/M�i1��Y�MlNoma IIMIIMA�11M11r1�1s�1d■1 111■t1•AlM■1/tiA�■1�1■11�r11r1lfrll■IIr11A/■ISM■/eITIMI■ /��I�l■1f/lll�l■imomm 1 imas�r1111aso I/iIr1Nil1■!lr■ rl- r a• « !*ft—*' 1 E.N. bd T MIN ■■MINA■■wl�d■■Mlral■■�A■tM■■/1■I■■■�/M�■■■w1M�>st■M�lerr■■/Irtrl■■111MIM■■�MrIM■■rlrli■■�1■IrIM■/Irrl■■�I>rlsl■■�I>11■■>NI I�t111!■■�t�!■■��IA■■�I�IA■■/�/■■��1■■��A■tiOtl•IA■■�t�t■■��11■■r�11■■�t1■!■■��1!■■��A■■OMA■■�tl•III�■e1 Isr■M�MsMMM/Is�MM�isrMM�le�iMM�Is�Mr�Md■r�tV����hrMM■ gmdON/in��0�ir�1�/�in�A//1•�II■��jiiei��■I♦Y���/trr�l -"Iftoft-ft: 111lr■Yr11A�Yral�rYral�OMra11M�Mra1■I1�Md1��MritMl�wrii■ Nkmml1MmIMIM I hymimmkdlrrYrl=Nbmltl mbal■• ft NNW onwoulm tAas1i1Am1�MM�AMMIrtr11M1if■ i/■II�IIIIII�r1�1�11�d1�M1lA�l�I�MIIA��I�M■A��I�MII�NIArA�rII�r11�r/1■A�rt♦r11�r■I ■■■IM1rM■■I■11nM■■■IIrM■■MI■II■■■■IMAM■■1MIIIUM■■I■!M■I■■■lirw■■■Ilw■■■1111INION FTING 12» HATE 6-2-99 SCALE 1/4 - 1 I��l�N�t�1■■[��11/■��11■!1�■111■��Ii�■��11■���IIM■�/!1■■��III■■�ti1/■��I!■r�rl/>A■��Ill�e��1A■■�tM11■/r1 IrrIMM/MrwiMM�t�IiMM�lerd/r��rli■■/gr�MM/ill■■M�{IYr11■M�IwMI■■I�YdrMrilrlliMw�IndM/rrluiM/�Mul/r/[�riMt#�lrllit#M�1■lil "�'�„'�'�j�i,",,,'i�l®�I��'I II��Mr/IM1Mb1dllM MIN mai Mmir■II�rMrii ■Yri eYr11�M•Yd���Yd � � �; ;,��..�.+;.: �r.Y..+i..�r.. :� I�...�.�L.r....l.........1�,..�i.......■L.�.r.l I 1 I I ( I i I � � I I � I I I I 4' - ix' ExTm will: L NOICa. OSTLRBED �3" CLR 12' ' ..•.L 4 WINDOW -DOOR FRAMING : Cl footsnp and 1oA o well typ. I I I II I I I I • w _ - I • 6 s I . is shell conform to builds ° °n ELECTRICAL, PLUMBING � � eii °"�'� `� ti's 199? `'�'tf °fNA "0 . AND MECHANICAL NOT �. Z I . " 2. ell foots a shell wxteirx! into undsstcrbsd neisys soil eonf ormtnp . �1"' PLAN no AN CHEC � KED V AT ISN IrKxsess . LE GABLE ELEVATION --� ld ShallN SIDE. E . • '.. � ... ,. , � m�•wo , to oil olaeesfseetson ,table 16 1 the but sr » # »-O" ; ... . fnottr+p daptt�x rireded to t this -ars ars ry 114 r -O - APPROVAL FROM 3. Minimum concrete srenpth • 28 days shell be 25M PSI r� •—� OBTAIN v l N STATE OF CALIFORNIA FOR m ASTM AMS GMDE 40 STRUCTURE ATTACHED TO 4. conarets resnforcum at -all comply with Q Ln MANUFACTURED HOME 5• I" in concrete resnforesno barn shell be 24' min DBL. 29 TOP PLATE-\ min. 6 16dS 2-13/4 X 14' stud X1.8 e du 2x trimnert w/Us,*16'oc. ful height NOTE: HEADER. HEIGHT 'MAY VARY DUE 'TO .CURB G P NING DETAIL 6' CURB 2X P.T. HEIGHT VARIE i/2' ANCHOR BOLT MAX. T 0 5-0" or. 12' FROM 6 -16d END NAL 4X02 HEADEit TYP. CORNERS d ENDS 2- x4 AR E.N. bd T MIN FTING 12» HATE 6-2-99 SCALE 1/4 - 1 INNTO 4' - ix' ExTm will: L NOICa. OSTLRBED �3" CLR 12' ' ..•.L 4 WINDOW -DOOR FRAMING : Cl footsnp and 1oA o well typ. Iredge nal /- ccx at oh, gable truss outrigger 48' oc, kraft paper 16d tn.. 8 o c -.,,�� ✓''.ki' siding -nail 8d gak =ABLF,,.Dw,ETAIL - 48" MIN LAP ' • 8-16DS Ell, SIDE LAP STUDS •\\-PLATE-JOINT OVER STUD STUD -LAYOUT 2x4 outrigger (rt in thru ye. • 48' ox - -6-16d 20 a em brace w/3 -8d * roof rly ecx • oh. 6 -16d END NAL 4X02 HEADEit TYP. PLYWOOD GR OSB ---TRUSS 47-3• 3'-5" 4 4$ '.0" 30 pOGR LS30 EA BLOCK EN. rid 2X BLOCKING - ""'" CCX AT OH 2x barge rafter 20 truce braduppRr 6'-0' oc. w/3~16i 2 end & a34- s lower end: HATE 6-2-99 SCALE 1/4 - 1 ix' ExTm will: DRAWN RRH ' ..•.L 4 WINDOW -DOOR FRAMING : SAVE DETAIL GABLE BRACING DETAIL 6 Illl_,��_.,_ �'�_i I ,-, .1-11111 4, _� C I � ... ..... �, "', - � I, , - �, ,, � , . � I � -1 . .1 - ,� I ". I � '. I - -1 I ...... - - , I' � � , -,,,.,� � ,, , I , , :;', )�i "W", � %, - - 1, . - ,I -.,-, ,� � � I I , , , - � . I I I , , I I I I I I - .1 . � I , R , I . c, , , �� --.:- , , . " ,��. 11 I I .1, 11 , . , I � � ';'�:!� `�` , 'I,, , , , I "� . -,:-_,-��_ _1__��_fc .., ,"�11.1 .F, , ", �-," ,�,,`��,�., ;;["�, ', � I, ,;�, I , I",, , 4, " I, I I I r , I � "', "�', : ,�'� , " , , ,�' , , �' ,, , , " , I 1, I ,, I I 11 .1 I . , ., , , � � 1. I 'I p , - � ,�,,, I, � I . . V, 'i , � . � I '' , 'k , � ", I ,,, . , ,� , , ,� I I � �., I , , " , � , ,�, � : i 11 ! I I � , I �11 � ., y � jPi'q "&� �.!",� .., 'I ,. �, 11 I " �'. li �_ " , �', , , , I I I I . -- I . � � � � , � , 1, � , , I ,� , "', �,, � � -,,- I I i� , e I , �11 � I I , 1) . , � ,. I , � �q ,, I - '' �, , , , .� , � , , ,I I, , : . I :1 , , . ,, , , " - � y �,' , ", . � , I I I . ': , - , 1. . '! , , I � . ". �, . , 1, � " , . I I I . 1, II . . �� . . I , , . �, I : :, � "' , , , `I�,�:� , , �� � '6,!: ))J�, , �, � I _�,, � J I ,� ""', 14;A P'Ot 4�0-,` �,�54 , 4 - , , " ,�, 11 , 4.11 , , I I .1 - ) - , i ,,,, � ; � .,� "',".; �: 1, � � : : . � 1 I,� , I , f, ,� I. �c I , I � � 'ft, : , ; � � , . ,,�, � , ,, �", ;�, � I i I -, �, ,:t � I 1. I , I �,I,l I , , �. . . ,.,.� , - ��,� � ,,,�_� ��,�,,� , L_',','f , I , lj` �, , I , I , `� , ,:� � , , , "I 1, ,� , i�,� 1. , , I I � rr". I _-, I , IF .1 � , ,� � I � t - ',(' '. I 1, kS "�,_ " ,.I 'I, � I � ,. , , I , I , , � , .1, p " , , , , , , , ", - ��;,:, ��, " """'3 1 T- ,; -��J rCI ic�l .11 11", , I I � � � 1� I !C, ,� � , , . , -,;: ,,,, 1� y� ,; �� , ,, -I , , ,� , 1, , .� ,. " � . , , , ,_ " , ,,w �, .� , - I I � - 1 4 , � � , (.1 � ;;, I ,�, I � , , I , � �, I �f ", � I . �", ��.� 1 1 ; I I . ,'� I . I � �, , ', I � % , - I I . I . I I .� 1� :'� - & � I . I ,. I - I , ,. I 'p,; � , I ,�') � ,,,, f " , 'n - - `;',j.,!,,� I � .1. . - . - J 11� �:, ': I � � , i I I II, � I I , � I I, F�t I ,-, I , '11 . .1. � _', " � I "�� ... . � �,, 1 4, , I � �, " ;;, I 1 I . � �, , I I , L , I , , ,� " � � � , �, , �, , " , r, , - " , � " � " �:�� �� �,. , " ,,, ,, I , - , I , � I . �o I.: 11 I A 11 ,� �, , I . , , , - I ( . �L I , I ,� "I I , I � , e I 't . " �, I , . h � i" , � ,�, , , " , � . , - �, � " , � 1, 1 � , "� I �,��,'-,, " , , it ,! J, ,,,.,�,�'� �; I 'Z I � I I �,� . .", i I'; � 4 'I � �, . . ., 1��- , I I " '-- "44 , �, T , '� , � � ) 4,,�� ,,, I I I , '6 I I . - , ,, 'Y ,� . I �, � , . i 4 , , � h , , �,� I I I . , , , , , � I I "", . Till, ,� , I � , I � I , . I � I ,� , , , � . I I � A . I I � .�, 11. ',�� K , , , ,;,� - . , , , , , , , 11 ,; t), , I � , I , 11 " I I I 1, I � '_ 1. I � - � �, i � , ,��, � , � : . � , �� , i, , . � I, I , I , - , , rt�, - � , I - , , - -�W� , , " " r7', " � __ , I fll� I 1� . , � �, � , , , , ;,t, I . , : �,,' , 'i '[I,, � � I 11 , , , ., � . , . I � � . , 41.". -iK I , , , 1 :It�,'�,� ,01��,�_ � 1�,,.,,,,,�, ,� . � I , , , , I . � - �"i I - I . I ,,i , � I iO I , �j I , I 11 , � I 11 I ,; " ,,� ,!:, � , ; ", , ,.-, I I it , I �'. , ., , , , 'fV' � � , ,'' , . � - �,,":, �, ,: I . , , � .."� 1':I�l , , I . � " " , . I ��.`,, , A�ILIIIT� - ,� ,_.�, , ,_ 1�)l � , -i�; ,, ,� ,J1 " , , , , � I , � � , '? J � I 1, ` �, � . I 11'', I I I I ��_, , , ..", , - '', 1, 1, , I , , i`, 'I-�.:,", t', , � , , , , . L � 0 n , :" , , ; � , �, , t!,�,� ,�� ,,� , " ,, . �, ,, , "I I I -1 , "I ,, A,r� 11 �,4i.o! , ,, ,��,.,',',�wl � , �' , , I , �, I . � , -,, ; 1, � I � ':, , I , 4 I - , I , � ,. , � % . �:� , I I . I , . � , , I I I .. , , , . , � , , I Q , I , ,� . , I � '' � � , , ,� � I I ,� � , , � , I - I , I, I 1, " , I I , , , "' I, .��,�K,r , , I , � I,! , ,�, , ��: , , , � �,,' � � , ,I,, , ,,� � , 1, . I , I , I "I , I ,;t L , - " , '�, , , q "�� " I , ! - � : , , - I , - � ".. , " , I, JP 1, _. ,,, �� �� ".- , ,�� "j;, !�,,�'�." " � � I " '�7:. . �I:' � , - , , 'I . � - � I 1, � , I:, , .. t: �;�, 4 Z. �, � � , , , � -�-, , , , i�,,,, ��, Y I .� I ", � I I , - , �' -li�, , ; �0 , � � � r , � , I , , " � , 7 ,. "P"y " � .1', , � ,,,�,I�i�` " , ., . � t", , - , I :,: ., \\ , `�`e, , � , , ., �;,� . , % ) I 1 I . , , , � (� �, 1�,,, " 1 � � � Ar�, �, "". ,,, . . i , , � � � �,,: I , � ,:" , ,, " ,,11�1 , , � � " , ,, �, �; . , I -, - " I I 11 , �tl , " � k", � v It I - , , : �, , , , -7 , I , i ,-� " �, , , ", ,, , , , - �` �:��, ,�, , , I , : , , I -, �q,',, - "", , :, , � '! � I �, ;��`��,,,! ��;4 �!� , , ,:, "\, , , , - �' �1�4- �! , , f,I , I � �, , , 11� �, , , �, ,, �, I � , I , : � � �� I ,� � - 'I , I,I,� ': , ,� .�3 � �� v I ; I I �, , '' , i, I � � , � ., �I, , '4-, 111 , - ,�,� ,,,:��,j � � .1. , 'I, � 6. � J�,'J , ���:,�' �' i. ,, ; � ; , ,, z�� - � , " � � , I I I I �,% , - � ... � , , � , , . . ,J I � , , , ,� W� I - ", � � ", " " �",:, .,, �_ . , -� ,,� : p � � , i"t :� I I - , I , ." . I. 'I I I. i , , � � , I : �� I , . , �. " - �,�', , "; �"t� , , , � - , , . � � A , �, , . I : � � I w , , , I I" , . , [ 1, � � , � k,%, _� � .4 " , , " � '' , ,, , , - "I , I � " " 1 ,� , , U , , ., , , , . I , "!, , , " ,� ,,, , " . �11 1. ; I � I I 11 - , � ': , i- A"'. , 5 ,, zwtf�q� ,t't, , " , A , � I � r - � , , 1 , (� I � I 1. :;� , I " , :, r, , ,,, .,� , I I I , : 1, :I ,, ,, � � ,.!�, . I . I I � I , � , � , , 1 , � � I , I " I � , , , I , I I , . �N �;',�,:i,�', I �;_"�,�14 � , ; , , I "Y ,�, � , ,, I I . , ., , � . . I , , � � , I � , , � , i , , : '-' , .� �): ,� � . , , i � , I ,., � . , I , i , I " , I . ., . 1, � �, � , , �, , , ,, I I , , I t 11 17��1,7, , : � , � � 1 1 ., , , 11 11 I . - . 11 .1 , � 1,,� I , I . � I , :� ,� '. , ,,, , , ,�, It �� � , ;, �, , , , , , . .� I ; . , �il I I I , , , I , . � :� . , I I I ", 11 I i k , I ., , ,- -� 1.,�,f,4 I � , ," ,� . , , ) I I I , � 'i I" �,f , � i �- , . I4 ,'� 'i� � 1-j', , , I , . , � , , �� I . 1 , " , " , ". . 0 � : ,V��r n" ,"', " � ,�J. , . , , , , , , , ,,� I , , I � � . , I . � A � ,:. ,� � I .- , , p,4, �,�� , - I , 11 I I'll I � �, , . I � , " , . � I, . 1: , 7�,., . " 4, - , ''I � , � , , , 'i� , , , , I I , ,, � " � . �,�. I I , �, I � : , . i :,", I 00, . -, I �;� ,, , I., '011`-I�I�o,�� Z., I 11 I., � . I . I 1 � I I � �: . " I : I � 1, � .� I ,j� , , ), . � ""I�",, ,� I I � .1 I �� . , '' , � " � , � �'�' , � 1, 1. i I � 1� ,I ,�'_ ., - , I I 11 , - � z 1 , �, , I - 5i ,, � � � � 1. I � , , I , I � 12. � - I , - � '' , I , , ""N' -l", �' 4-I! , : ,I � , 1 , , . I� � 11 '. ,� �kl I I i k �� () , , . %i , ,, 1 I , � , "I I' � 1� � �. I ; � �� � !: �� l� ;,: � I , , : - 11 , I 1�1' I I , I � . . . I � , � � . o r �""; .; '' T, , - - I t� ��, ,,'�, 1 I: - - : �!��I; I ! , 1, :11 I-. 11 , I , � , . � I ; I � � I- ! , __ I � . , . , , 11 I I 1r� " , , �', ! � 1w �C I ,I " � I � � ,, I � " "I � 1. J"; � I" ; I I . � � _�, 7 , ,- , � ": I - " " 'I" �� .�,� ,�, �i, ":", , , I � , I I I ) � ; L 1, : t � , 11, ''. , 1� �, ; 'I, Ii I 11 I � , " 'I, , , " � �', � , I , I ". , I �,,�, �il , : , I , . I I I ", � I � , I - I . ,e �� . I 11 :1 I � � ., I ) - - ) , .. 11�1 �� . I , ; , )�.': - . �. , �. � �',� ,,._�,, � � ,� I I - . I ,� �� I :� e � , �1 � I !,� I , �, " W , I , � , � �' � I '. � T , 11 � . " ., I I , � � � .i � � � . I � � " , - � ,1 I � '. ,:�;� A�. �i,'] 1''� I . 1 �4 I, �1111)�� i , I :�, � If �, :� I , �� , 1 ,� , I , �, I� 1 � IT, ; , " .. li, � '. . I . � - "I I , 1 . � . 11 I � I I I , �, ') . I I � , �,,I,tj, ": , ,: ,, . . � ", � � , � I., - � , 1. ". ", , I , � I . , , . i. I � � I t � I i � " � , I � I �I -1, �', , I .... � :,L, - � I , I 141, I I '.. I 0 L I : : I - , , , , , "' 1 1 11 11 i I � I I; �11 ,,:: I � �, 1, , I " . 1; � , I I I 1, � ,T , I I , " 0 I I : , I , I � � , 1, . , , .", , .-: I I � 1. i,,� ,� � !1� I " , . ., I , � . I I , , . I � I I 1, N'1, I , I I I ,. I � . �, 11 . - I " " , , 1, � I 1, Jt"; ,, 1, � I . � � , . � ::, � � , it 1 " '�, 1) , ," �,� :1 �� , , � , , II � ; , � � I N, ,, �, ,11 , '', ,,, ',�� , : ��I � 1'� I � � I . ; , I � I � � I �. 11 , , � . ."� I I � , _� �, � I ,�, - 13, � �, I ,�, J , "I 1. ,.' , ;. , , , , � ,I 1, i " , I �, , ". � � � : �i: ; '' I I � I. �, � , ,�� � , I � � . � , (� , ,:, , ,� � " , i�', I , , , � � , , � �� : I ,� , - � , 1 �T ,,,',I, , � .1, � � ":! I� � . � �, � I , I , , I �: . � 1) li� I : 6 - , , I , . I � I � , � - - � , � . . , , , , , 'I , _ I ) �, , " �1, � , � �;., : � , , � I., '] I . I , , I , . I �, , ,"� I . � , � � � , I " , � I- � I I �, I , �, 11 1. " "I i I � . � I ,, � I , ,I�:, , '' ,_, � , � � �, ': I , .. . � , ,I ,� " ,, �, � Z,;�� ,'� ,! ,; I I �� �, I I � I � � I . I .� , , I ", ,:: . I I , . , . I I I ff 1 ,; ,, ;. I �� I I � I : , � , ", , � . Q F I �, �, I I'. I � � . � "I I I , ''' 'J .,!,; I, ��,! , , � III �, , I : - , , �I I - I ,; . ,� I 11 i�,V, I �, 1, , � � ;1 I I , - '. , , �� , . I , '', . i ; , . I .. - , � � ; I I ,:�) t I � - I , ��,:_ � , I , �, I I , .�� , 1 I , � , , . , 'I ,� " - , )'I I" i, . - . .T1 ,; ,,I,,,. , . I , I - � i � : I � , I �, � �, , , � �, !;'' Q I ,- . '�,;., - ,11� � I., , ` : � � � � . 1�1, I , - 11 - 11 i�� ,;�, � � . � , , , I . 11.1'. I I, I 11 I , , ,. , I I � � ; 1�4 �, , . I . I I ", , . I , � I � , ,I � '' � , � ,,� � ,: I I _ , , * � : 11 � �!,, , , � , I I :: : I � , I� I , a� , I , ! , . , � , , , � 11 I 11.1 , � 111� "I I : I , , I 1 � I , 1� � .� . ! , �;�'I, ��.," , - , . I r ,� " � , � � I ,, . I , %, � I , I �' " ,. ., � � - w 1 � �� � : I 1, ,. I , I I . ,rj,�� " , 1, � -)�, " 1�', , I, : ,� , � I � I I� Z . � . I , � `w ��:i I " I �,�� �. ,�, � I 1 I I , : I 11 � 11 - �(; , � - I, ,, "., , I I , � � ,,; I I I i, . �, , ,�, � � I � I �, , � . � 11 "I � I ,� �, i, . � - '; - 11 � , I � � I i�' , I � I : , �_ ,� ,,� :1 �1, I i � )f ,;, , , �,� ,, , , I ��,� : - � � i I I . ! I � � � 1, I - 7�1 ! �, ` ! ': , , :, " . � I I � , .r., , �;, . I , 14� J � . I , 4 , " I I - i " , , �� 11 ` �� "y ,,.�, �,, _'!� �. ��, � � , b � , '! i � � , " . . � I,� I . 1-1 � ;�, I , �, ; � 1',j�,, . !:I I , 1, , � I , I , I � ; � :. � �. - I .. . � ,. �, ,(, ," , , , I i� ,,, � , - , " t'� , ; 0,,�� ; , , , � .. I . 11 � I , - �',,, � � �, , ` , � : , ". , , '-4 , ��kl"11 41 - " I �� �; � � 1 � , - 1; I , ,", �_.,�III, :" :, ,, ,,, - " ", ., "�� I , ,t , , �: �,�, . I , _', , I I - . � , J . , � , ""', ,q%l , , , � J 1, , "I ".. _�. . ,� -- P, 1. "��t_== ?, I w . WWI � 9, � I � 11 � � , ,�a` ,,�, -'-"i �� " �, " r I , . . I ,A_6-_ � 1-11, �,I,,44� � , ", , ,I � � ,��, .:, ! " , - I � : , 1 " I I _., I - I:, . I ", 'I�.�, I I � ; I K, !, 'T ". 1 f 11 � ,I, l , �� I 4 � , , � J � , �,Tfl � , T - , . � , , ,"I I ,, t� ! I , . "I �i � , �, I I I " 1. � �,,. , 4"� RT, 1 " , � � �' t V �, , I , I'll, , , , �`�;,�� " I,. . ! 11., , , I � " �2: !� ;",: �,' ��� ', �� , 1, , � � "I ; I� . ,� I , , � t'! `�, ,,, � , "'C �_� I � - .11 � I . I �� � ,� : :; �v � , 11 1, �,1111 ".� � - I _� ... � Z, �� ... I,- 11 � . , ,' , ,;, - ` -� ...", .� , , 7 ,; " ;� � :��";� �,�� ,, ��,�,,� I I � , ,, I I � � '. , !" �W�! "W ( .�,S. , , _-_�dj& , 41". ;I I I _iiti�� ��W�! I_ ... �_ , - - , mr,q -- - " , 4 I, �,4Wr I � � � 7 , , ,# I -1 , � 40 ; . I i " 4w , , 1, , '. , , Al . . . . . . . . , "' 1, lo . I I , p, , ""mmm"WIT I ,mm"m mr7T"r,;r?rp�71-_m , WW'"10"', I . ;� " _ ;, , I "'I �, '' 1, � _'�, � I I .... 1-1- .. J I 11 I I I .� , ,I I - - " ,., � , I - I � ,,� , � .71. : ,I .. 11 . � , n " , I , � i, , - : I � . 1 I I I I , k - i I , , 4 1141i4a,* I I � , .1 � �. ! - V� f I , ,. . I 11 If , 111 . 11 , I I I , , , I I I I . I 11- . I , I- I � I . I I �, If I I I I � I i . I "I I I I ";', � ,� �� I . , ,, � q I A ,I , , �, 6 I ` ; I I , ". I I I � � , I I , , I ... I I , I , At. � ,,' 4 , ,,, i I , , I I ,� . I I I , , � . � , , , t 40 I , ".1- V# ; I, : ) 11 At. � ; : , , , I 4 1 � � - - - , 1� , I -, __,�.`, , � I I : ,;, ;�, , , V � ,I 11 11 ,�;�,III � - ., " if I.,; . 3m � - 1, , 1 .7 1- I �. ,� � 1. . -IMI, M, ""', . � , , ,, ��' , i14 � 1.� I. � � I 44�1 _. �i . _11�",�_ I :�77 � )"111 I . I 11 , � I I I �� I I ,, I. , : , : , , I I I � I w , AU M 1W � , I t", I ", I � , � , ': , , , '' . � ,,, , � ; � � " 11 , 7 , "I'l .... ... ), ." , ,I . I " 11 , , , , ,� , , �. , , !, rmt , I � . . : 11 , I . 11 , , . . ", i ., I , L . , � , I', , -` 1111,11I,l ''.11,1-4 ... I ., -::� � rii#�, ., ,-. , , zv.p,,r '"_"�,,m�.. �, , cc I 1 $ , I . � � I �� 1, b . t, , ,, , ,Z� � 1� , � , I ,�� ,, I - I lw'�, �7''�:,�,_-�,:, , T�_ � , .1 1, "I I I I , , IN -,' , � i� I I 7 � � i�Il I . . I . . I � 1i I i . I I 11 " '' , " " . '14'. , ,, I ,.-I,.,, , , , 11 ;, 1,) �, � I - 11 , . I_�, ,, i � I'll .0�fa,4, , `,�,��,4x.W,�Ib.lf � I ,� � , P� , " ., ,� � . I I . I , I . ". " ,� �* , t,n',-i . " I , 11 11 � � I I I I 1: . I I 1p, m , , , . ; 0 m .-�`�', _�, 1 I , . .� I , '': , '' , , . , I I � . , I I I I �,�, I , m ad"r o ,,A, 46 . .. I 1. cwv,�IW � r I I I 'k, ,, ", I ., . I , 1, � I I �, � . :. I �il. I - I '' I; , , I !, � � �', - '14 n-tv "). I 1. I I ,,; I I . � :'', �� I � � , 141i ''I I., i'ar�tvaonn, I � , � � �_. �.11 , �' , I I t, , , � yed ,1,10 I, m , I :,: I I . , " I� R ''. � , . , I � I , - � I 1 � I �I I I - I J�� �-4f,�,�,�4:i- � ", " �11 p . I � � . . i� �, , i I I I �* � , . : I . t . , � : , i': : I � i I., I I ) , � 0 't I I 1� 1191��� ,�,;, �,��. , ,,��,�, ,� �: ! , , � I I , " -1 , � , � ts I� � . I , � �, wo 11 , , , I �1' - , ""� ,:` , , , ,, .� � A. �'I � � � - � ,,j,� , � "! [� t� � � � I � I I , , � , , � , I � '' 0,; ., yop , '. t,�-e ", � I I� � I :, `::; I � � , � � I . , , . , 'I, , I I ': - � .1 I ,�, , v � I 11 . . � I , . � . � I ,� �� , � " �,,' �"Vlk,, -, , ,,,� � !I. �1;1,,� '' .. 4 , ;1�t�: ''! -1 � -� .� -,,� ,'�,� I __ 'a k� , I I I ; . '1�11 �, � �' �,!,,.I I , 11 ,',7�,, I r., �, It . I "I � I _1 ,)i, '. , O'�frr.r,,',���,�'g.",�,,,�,,�,�f�"oI � , � I I , � :, � � , , ,:�,, - ''. ` � 1,�� "": ,, �� _�r::;:� , �, i' ,, 4C -'r � I ;� I ! , , � ", I � ''. I I . . I I . ;: , �'':!, . - I 1 , I . I , � 1:', - I � � ,� I I ��, 1 I I I , , , , ! � P i 1 �� , I I , � . 'Ill I i, ,, ,I I ,I , .1 . . , . . I . � � .d, I , , � � � , � -, � ,�, , I 11-11 I -11 � 11 � . I I I I I , I , I - , I I. I � I � I : 1, ,. � ,� . � ,� .!, � � � I , , � 1, ., - 'I, 1 � _ . , � I I - , , , I I 1�, �i � , � , I ,� .. ., . " . I I!, I , I,6, i�� ,. �( � ... 1� w � , , , _1� " I I . J � I . 1, I , ,t � , ,�� �': , ". ., I . I , , ,:, I , I � . , , I � I I I 11111� I �� , , ` . 1 � � I I : � I � , �, i' � � � 1: li : I , � I I ; I . I . � I . - " 'n, I I � . . I I 'A , I - . I I 11� �, 1, I I'll, 11 -1.1. k-; 11, ''PA 11 I I 11 I . �:,l .1 e I I I 11 I I I .. I I, _1111 �, AM* , .N�,� ; �", ,; �', . ,, I 11 I � � 1:�, . I I , � , � :, I . I . I , �Ik;V I �11 0 11 I �-� opin �o, i -)� , �: ''. � I I . ,� 11 I .1 I - 1 '' . : I I - , , �,;�, �[ '11 b6st, in _*i� "Itit ,,�;�4A-k;"�;;� ."'."'.1 , " � I I I� I I . . I I� ,:. , , I I I-., - � 1 i t . .. � o, , �� "'e, � � .1 I , . I I �)� .1 :: - , I , , I!, ,� � I I I ,'. I I . . � :: � , , '' : �t �I i ,�,, I, -f, ,, , .�, 11 . . -11 I I , � I 'J , I .� , , 1, ;: 1. - 1. I 1 � ,� I I _ I 11, - , ,; , '': � - , , . :::� � , , I I i I, �: I � " ", ,r,., I f, , I 11, I , , I , , ,� 11 . 1� I 11 : _ : �, � t , I ��:, I I I �,,��,`, 1 ,61�7 I'll f 7 1 10t J �_:, P, :_ . j�,& �, L � ''I'll � JI �� J I 1 7 vq I � - ., � ,I - 1, V ,'.. . R::� � 4,;, 1 14, 1 V41 1�4 1 19Y 1 t I ; Z I I I I , �,: � � _,, ,, ,, I I �. , - , , . I , I ,� , � I I � ��, I , , , v , , I . � . I ,I �I � , , � � 16 , I , � " ,,, I . . . I � � , , , : I , , I 0 �r Rk I 1 ,9 � , -[J.t�, I, � o I I ;IiI � . I , ___, __ � - - . I" , " * , - I I ,w I � � � - .. I I I , -7 , . , ; , I . _,;_T - - T, I'll � . . ,I,�� .. , i �� " .il , " -_ - --- I , I - ..."'. I I - !� I 11 4. , 11�r I : -, "'' � , I - I : � I , �4� I I - , � 17f,[f'�J� I : , � ii , j, � , � � , 4 � "� I f- I .1 I , I.. , � I �1 .� I :� 1 I , , �_ , I I , i I , � : I r I I , I ,,,, ,� I " , - I .1 11 I'll I : .), �, , , 1, - , - I I � � � �1. � , �.Z �`!,� I .11 � � � _;*�__L_**,�_,,., - - 11 ... - I ,� I I . - �_ , _ _�- 11 -,-". , �:,�._,_., -, .,_,,i� _�� I ..... *, - � ,,, . � ", , 1, _A,,�_,,A�_ , ,t. _L� ___� I .- I. 11' 11 � .. _,�_ _.� . , - � - I , I. I . I I , - , - __�` , ` "i 1, ;11.�` - , � 11; - - . I � __ , - - - I 11 .-�,,,��k�j ��, � , I I � . 1-1 11 p 1, I � ,! :� , 1, � . , , . I I . � " . 1 '' I I ; , " , , .: !_ i A - - ?,; 1, I . � '', I � �I I,, I. I - I I I 11 , I [1, I .- " JJ ,'f 1- . � - , � ,� , � 1 177-7773Tt-11",+,�, �.��',[J,� , [ i 1, � i I � �� ,� 4" , , i � I - I I I I . , � _�� � t , - �_, � " I , � , ""' - I, . I �, , � 2,11. -4 � 1 � � , � , � � ,,, ! �", , 1.�!� I ,,, I -i ' . , � � , I I 1 �06;1' � ,ggl 1,� � -,. '-! - � - :" "I' . , v 'M 17 * #1 ) -I o I .iI " , i,�,,;: I . fw X, , " :0 , . . , I . p , , ". I :: '', - . - - - _'.:... , �'�., �', I � �, ��' � I , --.1, 04 , �, � . .09 , ,v , ,,, , ., � ��� � -� , ,! , $ 1 1 1. I � Z.0, - , 9 , ,,;c ,'V�4 , Z4 ,, - F 1 P9 T-"_ I- -7,17 _ , � � 1, , T' FT1 "� , , i , ! , I _ I ,_ I � I—- I _ n i! � ,. r, ",;.,I ", , ,, �, I .IC �I� 11: - . . ( �, I i, r7� ,. �, I ,� I 1� � ` 7 F7 , � I - - lil�""I-11,�,�""I'l",."""I 1] �, IM i'� 11 �i - : " � , ,j 7' � I I , 1. , '. .1 � f"',[I� I I � � 1! ., �1 "V, . , �1 , !� T�IITM I - ,., !,:.I 'I I I f"o ,�,, � " __ "A"Ll, .� I � ,� I.JJ1.0111J." t � Ij . � _ �, . I I-' � �41 ., . I � I I I � I I ,, I I I � I I . I I . I � � I � I I I I . ,,, I I . I ,. I I I I I � � . I I I � � � I 11A I 11 I I , . I - I . � ! � i I I I I I I I I iI � I I I . � . � . I I � I � I � � I I I I I I I . I I J � 1 � I� I � I 1, � � I I I I I I , I J 1. �11 I I I , . I , I I I I 'I � I I I , I I I , I � � . I , i �� I , I . I ,� . ,,. ,V . W, q I I I , f, .1- � . I 1 I . . I � � I � � I I I , I �.� . I I 1� I . . I . � � � . I � I I 'I, , � � !**. - 'v " � '' -_ .....-I � I I --,11 v - � I .11, 1, � I � , I � . 1, �,-, I I I I I - I I . � I I . I I I � � , I I I � 11 I.. - '' � I 11 I � , �, 1. I I I I . I � � � I 1, ''I I I A, I .. 1, � '. " k I" . ,-zm�tio� 11"A'Al- *1 � I % - I � : I I I � . � I � I � � . I � . � - �� 1 ,;6 .o., � /11//." 1, Lo 2- � I III— I I , � , .21411104"_ 1 �: ." U 1 1.114 � I I I -1 � . . I IF I I ,��: I , " -0111'1�1 - , I I r,n I N " 6'�LW4S P!M I -,, - - - I ! � , ., I I I I I � I � I I - - I - 11.1-1.....", - � I , �,i_ �: I I . I I ,:;; I � " I I . I , - -1 I - - � I I '.. '- . 'p: "O. S I I . I "I I rp � ... , I � . :11 , 1. ", �. I � . - _=;== _�_.� _� � ''. I I - :: I �. 1-1 I . 'O - - . , , I I � I I . � i, , - ___"�"-='��, - 11 � - - IL - - � 1 4 , ,. i ,�_11= !_-_!m_ .1 . � -, - I I I I . � I I . �[; rl,"-rv�. . � . . . , I—- � 1,v* ONSfAw." I Of � I . � I +_ � -7 - I - I I � I t ii" � � ,"!_�� I - - , I ", . I � � I ,� I � � U11" st"s " '16R riit�"Rv 01 . � I- � I � I - . mX 0 A, .?If I I , I 11 I � "I � I I � 11 I I . ��V "'Ol"LkIN110 LIC;TV� ASOVY, rUTE A TZI ��k �nosl � 7 11 , I - ,V.S To' I 11 I—- � M.VZ �r,M�4;1- � - � 1-2-1-1 I I I - L I I .. I I I I - ___ � 1. 'IV, - I , ,, i L 1-1, 'Io,., ."IffAl. wmmif, awlI '' "�*Tr'o"" t;f _ - L , I lil-l'"Lo "!)* . .72 you A". vm(;�. rA'9CT,ik - I I (lich sid - -d I 7 I ',I , , I I .. 1.0 w4m'Til ��,v , . , j,Olifj T.Hri�bWC1 Lrl=.;Oi' W T�"T� ;i W -A4 0 Q� CRUTEA wiI SpAlf , L., , , � I , �,; - .. , . m 11 . I � � I � I I �fj"f VAI lJO Tit 14,Vv1pf4.N ;1�tI I )I ;.�" . I I � . or TAZ Tspro IOU Ar lem PIT9 " � Pr4_$'" -PfA I . . � I LIZ I - 11 - I !�C , L � 1. - I I 11 I , - I .1 I .1 � L OUT w, w ao,� ,,�_�, ;", , Itch FO� .!� 4FIN .� I I 151i;, pio;h I I I I §/k; pitch 1 1/2 E _h S1 � . . � i � , I � I . I I I ? I I I . . 11 I I � 410. II � . �. � . I � I � . L I I . I 1 I I I � �. � I . . I � I IL I I - I I ,�, I.- I I I I I .. L � � . I . I I 11 I . � �� . � . I I I 11 � L 11�:I FIRr DOVVFIR�-LA' R .? � . I � T I I I . . . . - I � I � I I I DOUG FIR-LARCh,� -55 � Y1 ISO 2 ...90ANVOK) , ' T. C, MA - I . I � I . I . . I .. . � - I I I I I - . DQUO FJR�-LAIRCH, ISS � I i � T.C, 9AIm :',PY,?"�'V It I I I 0, - Tic- *A7 RDIPAS , Q 'I 6 k, SPAN(FINK) ' I I I 1 370 0 ,I �oZlll 6" , , '� PAN I I L, I A I I I I ' SP AN V I H KI 0010 ,�WO 3/j6? POTTOU CHO 0 4� �'� ROTTOR: CHORD S . I I, , I . ,f II ' VIV I - - I � 'I � I 1 470 2 0/10" T,C- -' 7 9? �. 001MM "' I T i . CPHL2 BcppLI - . I . I � I I � . i I I I I � 1 414, 5 .15/16F ROTT01I SPAN 4., 1 TCpNL2 _BCPNLl I TOOL7 0CPHL1 . ,cPHL . 'T � . � � I , .1 - I I 11 I I �, I . I I I I'll I . . I I 1CP I 11-I'_ 210�c. 72VT z I "Ir $WDC I al"OT � I I _� I . I I I I : - V2 � , I , � I TCPNLI 11. . �623LC 2362C, 2512T, , , BC 2 R �, I 11 , , 4k , POL T WE 1000 Eyf , ,i � I I � � I . i 29,34C '2583C 27,83T : I � � OWF-PI � WP'0%lEB LG"E'D . � . I I I � Joint "A". . � Jointly, , , . �,�: I � � - . I -j 4� 11I 77Ar 13112T .1 0 � 73PT � I- - - � - . I I ,, � I . I qCPOL2 $HORTNEO LOWER . I 1 16911 L6i C ' , 1, IOINT C JOINT A 431 40 1 NT I : -,joint Ifol, : : I . 2 ,� I, I I - : ,. � � J01jT ,479C 024T I I , x0ii 4 I a JOINT C 1! 9"br � i � I I I . I , - Jot `3T JOILXT C I ,1� JOINT 4 21i J.60 'I - . of I?, 1 ,570# ' 4 I ) IL I I JOINT t JO I ST e 70 -IT 080 2.57% 6.40 'IhQ $- " 1#00 ,�, 221 3,69, 1 01, I ,9& I 11 I I . "I � x 247X 9.PQ I t ?9' � .'Mx 7i2qI 1 0,79 X , � 45 1 or 32. '54i , ! ZZ, I I , . 11 I I , . 11 1� .. I I I JOINT 8 �,�IfX 9 00, 1429 - I �., ", �OINT 0 11 JOINT F JOINT F i 1� I .-57X . 9X, I.B.0 2,571,' $.40 44� ;,F 13 , ket___ I � I . I 1 - _74 0 , : III, . . I � 2 00 I � ?'', 1. a 0 Jullil, f I ,JOINT F � JOINT D 12 JOINT k r; 2 _,It,l�%' ,J,AO, , 2.57X' 5,40 4,.I57X 7t2O 11 I : 0 .. 11 I I JOINT D� JQ I NT f JOINT F JOIN .5.40 3,2;x 7�4,0 "157X 50'0, � , , I , ( I I 11 . 1 2, , �7X 5,40 4."X 5q4Q ;E. 57 x 3,60 20 IX 1. I - � JOINT 0 � � � , I j!'10T G � � I I I : I L L , � � . � . I I I I ,i , 9. OP Z, 57X I ,�� ' � &) L 11 , I I , INT a � ��. I I I I � 40, 2*07X 3III0 . ,� . .1 . I � JOINT 1 3 - I � I I , : I � I , I I � �� .11 I � 2 5 . -2. 5 X, ,, .40 - . � I : .57X flo � I I � I I I I � , -LAS?f*k . I .,�C. I . IL .... 4I 1 1 . , I I I I " I I � DOUG FIR -LARCH, of I DOUG FIR ?�& , I . I I . I 5 lf�, I I � �� I DOUG FIR-LAACKi #1 I � � I - A I I . 6 0, I I � , . � I I 'DOUG F.mAAKH, of PARAf I'M 3�,, I* ''m a, Tic. MAX, VAAWINP 174, is, qow' w -I Ox , SPA�IFjNK), I . . . � . r � ----.P!-- � , i I � I � 11 1 117- 36,0 � 6�16* T44 MAX, -S � 391, 10 18/10 poMil pK)Rp SPAV ' 41 0 11 'I KTri"A .,,I -%)R' �irp,ks! I - I . - I I I I 1! I I �� � I .j5o � 1 0/1'6-� T.C� MAX. 5PAWINX) . .- , , . I 111,1111, I I 7X Al. � �, I I I l D SP 38e, Ir I I/ 1 6,* 'BO I I 11 I BCPNLI TCPN4l V.1pNL7 AOKI I 1;� 7 - 21 92;)2x ,* , 4f5x3016rt � I�. , I I 1, Im, . 1 TCPNLI . I . 2095C 11B0C 1.9 7 4' V � . � . � - I 1. I 11 I - � � � I � - -.1 I . , .1 � . I � � , 11 HL . 2425T I I I 8C`PN,4;, SHO I I : I I I ;�?X,4 Block Egr , , I I I I , 2281C ... RTN4 ',('^Vj'4 I I I I 11 I .. A 2a3'IC 2499C 2092T I 2590C I . . � I I I , � : I .. � � SHORTMEB� L000 I BCPNL2 SHORTrqe�0 LQPQ I 1486T 4 1 32C- 7,42T I ,1262T 414C 710'r � it � I /II r-ach Side 11, . I I �, I . I :1 43 2T 445C T0T I � JOINT C JOINT III JOINT 0 'JOINT Cr A , I Comp- - 11 'r . I;Y! I , I � , 8CP40 I � I - I JOINT A I JOINT A - � .. I - ound� ,/ I . I . � I AII 797T � . JOINT C � . - 1 gr :1, - " )DINT 8 A x 1.80 I 11 . A 12812T I JQJ KT C JOINT JOINT 0 11 2,57X 7,2PI 1-29X 1180 3.22X 3 -*Q 3.'.12X, !�.40 i J,, L; 4p72X ,3t!q I Spi C r � . _ " . �, -?L�p ,JOINT, A I 5140 1 JO I NT rF , " I r , ,,I�r. � �_,eft*'r I , .1 I I , !f . 40 2 1�*2vx t.AO 2.51 X . 4 I Q I N JOINT �D JOINT E IN I . I . _�� 1. I I , � I � : 11 I 2. 7% 5, ,5�7A; 7. 2P I , . I 'u' ' � I _ __ ; . I � I 2i57X 9,00 I.r29X 1,80 V, - - - I . � J JOiNT F I"X- 3,60 1 1 . 11 I I . � . I.NT F JOINT' 0 ' I ,JOINT E_ 5 �2,57X 5.4Q 3. ?�7,X 5j40 1 29X, 5.40 , 2�,$U_ 5.40, 2.57X 7m20 I - I . � � , I rp pIN'T J0 � . � I -- �-, -J - �J I OINT 0 J �r, E 2�t � 0 I 3,1,fn 7,zo I. . �OINT P L �� � Qmmce f , � I I , 2"57X , S.40 IL, �O , ?,�OX : 5,A - L . 1, , V�11 , ,3i 2�j �7X 3.60 , . JOINT 0 1 I ' . I � I � I I I I I L � � ?I . 11 ,4Q � I MT 0, � . 1 , L L , � . - I � 11 I , .1 , , T - - ! � � 1. � 1, f, ?4 � JOINT O, � I . I I 1 1.1,57A Lou. I If " . I 11 i .fl_� �_ I I �, t. I I I .11 t , � 11 . . I � I : � I . I � , o" to I", r , L 1 � . I ,� � Do L -"-14A---" , Of r., � �, . -_ I I I ,, "; 11 4 �,*50 I S,v�Ap I � K FIR -LARCH 02 tR-LARCH, -1 J00 ml If E joint 0 C- . r I I I . I 'T. C. ;��1*4-%M' X, )MAX. SPAR(FIN,K)' I I- I - 1. I . : I , " :11 � , , *�, � I 1. � I I ,! . 11 � � DOUG FIR-LA.RcH az , .� j$/ IL6* MAXI SP,ANtFI,lKKm,�,1! Arc-,*, :, .�_ � _ . I. I � I �, � �; - I I 0 f 13/16m T -C, ,MAY, 5PARIFINKi '14, 6 .1 BOTTOM' rCfIQRD SPAN � . � 30f'! 4 IV10 BI 011ORD SPAM, : I -_ - � I � s# I I joint F. I I 1. I � I . 34 1 � . . I 1 2-5-1 ; I � I � I I � .1, I , I", f I / � 3p 5 141101 T.C, ma.4 VANIFINP I I W" CHORD SPAN I ,354 0 10�10' 1, I .. I 1 .112 21" - i 4.v! .5"49 . 1, i I . 1 3Y 1 9/10 BOTTOM CHORD SPAN, TCPNLI TONL2 0CF14L 7CPH41 TCP8,LR - 0CPH41 I I 10 I -11 3 1 1 I L I " 3 )66 1 1 ! I I '.. 1." ' ? �24 [0 1974C 2000T 1957C 1723r, 4750T 1. � .. k A � v . b HLI I � ALL PLA'*ES I Lk I I � , III I ' 8LI 2269T SMOPTNEB -LOWER BCPNQ SHOR ,LOWER I - f . r I :,. , � " , I E 2p V'2 2psc 1 KPNL2 11 ,7NEO � I I I I I ,� . 1 3 , � - I . I I I . " , I L2 $KQR,TWEB WrRl � I � Ao4C 605T . I 1179T 307C, 463T , .. , � - � �, � . . I z , �l , � I � 1. .� 8CP.NL2 SHORT"ED L'OKEH . P , I I , , : I , , 0C 716T JOINT C I . , '! CENTITIREO � I � I I �_ . I I I , it", � I I 6T 430C 741T � ML"Or 4i JOINT C JOI JOINT a , JOINT A JOINT 0 Jo wf C.4, .A*. , , � - , I . - I �.k � I � I ,: . ". F. � I , 11 1 40N - I . JOINT C' JOI T I iN�T H , 29X 1, - 80, 3 60 4�50 3.60 1 792 .80 - ESS S"m I - : �-, I , I . I I ��� I , I I I ; ,, .. r, � 2,50 J;� 20 1 I,291 I SO z.57X 5.40 a. 22,x S 9 JO x ' E 0 Jul T JOI i4IFIV - � 'T I � I I I t �E , I 7. L -LL -A �� 1. - 11 I I �; ' L I JDINT F , . JOINT 0, I"T JOINT , , 3.2;2X,3.1 .1 1�, � , . ,.'' ; , ,� � . 1. , . �2,9X 5,49 ,2,57Y , $�4p n.,.57X 74 1.29x, 5 ��7 . , ,,, I , , �� � I � � � 1) JOINT i , � L , I ' ; =_� r 21 T A JOINT O� N , A Jo �o22X 6 40 1. 3.22X , '2,57i, , . � 1.00 3.22x, j 60 Ja 5 : NL A I . �19, . F Jus " I U , JON OI �� p NT E / 2 �p � . ,5 a �. �% , Y,t2Oi ;2 � 7, W� � OI t 49 , I � . �3. _� I I 4i �, ., " I . I I . ' ' I J10 I IN T 5.4U ;157X . 5�4O� 3.22X 7 2- . r L, , MSE i . I I ��'.111 I ' 0 Jt22 '7 40 529X � N 1 1 , ,, '! , ,� I , I, 0 THEPI � I ,, :r' i.,,rl . . I '7X ,X 1 2 1 a I � X : I 0 1 1 ;� I - ,. I I : L I '' or 'A� L I . : .60 ��,.!) 5,A . 1.111,41 P I I.- � I I a ' t. 2,i 57X ,3 � 0,6Z 9.QX. 4E 5f - OINT 0 1 3.60 M 7 X ).60 . 4 - ---- I � . I 1 7.2 oI 7`,2,9,6&-- go , JOINT 0 1 60 1 - - I I I � � I r ; �. T, I : I I � - , � � I I � !, 1. I 2'.57X - I I ,_ - I I 4 " .3 1 � . I I - ,., . 1� - . ,,, � I I I ... 3- , i '� ?,$TX 34P : . #,, , 6 o/16p � ,� � %. ! � � , 1, : , � : � . . I .,!�,_ �' � I .. � I I L 32 � ; . �, '. . , , � . , �, � , 1, �. � 11 - I I . I L14 - - _ . L114 � . I :, , � '30 0160 � , , . 4 , � , I I I � 11, 1 �� 'I 'L . , I - � , ,� , 11 I � . I . . 310 �e 0�1611! - TCPRLI T,LCPHL2 BCPNLI:� TCpN0 TCPALZ HCOOLI; ,� , , ,,,!,`4, , - L� �� . I I I - � I I 'I , " 0 1 I i ,� "T , . � I � L2 BCPNLl . I 2048C islea I OO2,C .1620T I � 1, I . I. . I I . I � I � . I TCPNL2 BCPNil 'I 005C I 890T � � , I i �� TCPHLI ZIPIT BCPNL2 SbPRTWE8 _LO"90 � OCPOL2 I I . I ,�� I . � I I I I, 2411C 112Dt; 225 TT I I - I , $HORT"E8 LONED I 1. I - - ! spho I . I "a , r, I r . � BCPML2 51io;iTwom LOPI � . I 1, . 11, � � - I - 11 , I $hORTNEB I , 63� I 1096T , 369C 616TI � I �' I I 11 � . i Joint "E�" � I I I joint "C" ,. r I . ,p 6631' , 41 , 14T 8 � I r � � I , � � I �,-,,� I I � Ri � _ B6PsL2 LGHEO I JAI . I 12M 369 ,T I JOINT Q JOINT A I JOINT 8 I 'i 'N, 1 ' 443T � 6T 1365c, NT ,C , � "i I , . � i � I I �, ' L T, B . ,� JOINT C JOINT A �3 60 �' - I�, �,:' � � I I 14. � � ;41� I JOINT C, JN L - 0 1 3-i Gto" J!, X , � � , - :� , I I � " ," r. ', , I I JOINT ,11 � � : I ,&�_. � 14, 393q 077T I � I , . OINT! Jo I N ' " Y :� . , 1�i I 29X 1-80 . I I . I Al I C W, 316p, 50& 3,60 1,291 IRI r. � , , � ,Ii�i A .201 IsBO .3 22X 3-60 3.22X 5 i,4 , . JOINT LV A JOI ,T 0 � 901 � I . �� � I I , I E I JI ` JOINT D JOINT "W 116 , '7 'S I � - 1�� �;�111 , : JOINT F jO I NT D , I ' - 1 2 67 ,: - , 5-40 i,PX - ,JOINT F a I I ,I 3i22X I T 11 0 2 1�7t 7,20 1.291 5-40 12. I 2,457X T.,ZO t.29X 5,40 - I , x JOIN I 57X 5-40 11 ,' .) I I I � of io I � 47; 1 I ; � � � tgx- ', I.", �JOINT D 5140, 1.22X 7. 20 1 29X 5#40 247x 044 � , J0,11T 0 , � � - . ,. I I � � � I � x, I" . I . Jo 0 . 1_41.1 joint tf I I I V.- . � , . � I - � I I � 'a, - L 1.29 , I D 1 , � IT j.60 2.57 . 4.60 � � I I I �� �, . "I -1. I I I ��ti � . "I , �';�6- JOINT 0.60 2.57� 3.60� I , . I � . . I I : 1, , � L r � � I � , , ' I I : 11 ` � I I � .: " , � PK;� � . I . I . � I L � 247 11 , . 1 S4? 1 4 2X4 Stock F r �iij, I lz� 2. s, X: I I 301 a 0/1611, v . .V __0 , I �� 29" a Gliwi , - � T . - I I I � I .1 � 11 I I � :. i - G/I 64 TCI BCPHLI . TCPNW TCPNL2 BC13#0 � L 4 1 1 If$ � � � I I I � 2X4 �--�� - COM- - .- � -ice '3 0 . I N,', �', 2o�e . O, 01161 . 2"'� 1 � TCPKLI � I 525T1 11 I I , � .1 � � I q?��,'J,, TMOI TCPHL2 0CPNLI 1705C 1562C f int "A I 11 I 1� � Nd , � , - � " , , L I - . � 1 ,,, 1!� I III, � il 11 I', � I 1� '1�� ` t 1� 4 �1,1 � , I I 11 , � - � �� 11 I /11% � 1I.w i t �:i $!I." .1i � , "J!�, �, � �� I � ` � I . � � � � ` � 1�0 il . R, .1 I I t ?; �"',' 1 il� I i k� =1111 FIRM, L:,��,7t,., I I ,� ,l'! ., ,,,I 11 .11 I I �, I 11 . I I I ,I �, I ` , I 111'1�11' I � - I I I i I � I pj.��- �, j, TORL2 BCPNL'I , 2099C I MC, . ,I 9 I 6C 1689c 1768T . ''. I.'' � : I � 7 - _ I L- �� - I T '.� I � �I . � TCPNLI 1,9,65T I I , � 7- - . IN ' f I : Iqa4C 213ST I 360C svmL2 SHORTWE � � I I I _� I- . JoInt"ID' . ! 1A 1� 2211 sHORTNER LONE$ L 6; LMER 7!� � , "A aCP" BCPHL9 r 62PT, 1028T 337C �570T I .. 8�;PNL 2 I ; Vl;p!", ' , r. 3AI5C S94T ���, _ - , I , i b SHORTKEB, ;L(MES 1, 193T I ., - . 1, "" , I 1326T � JOINT 8 L L JOI "T 0 , JOINT A L JOINT a JO I NT C, . - � d N,4 � 631T I I � JOINT C! A I XV A I _ . X , ;3.60L .. I - I . - � I � S ii, J I 11 � . � � ��,."'] 1'. 3fI 4r.50X 2.57X 5,40 C.29X 4.,00 2.!�7)1� 3.60 1 E ��� 1, 1�bjige I "I I I ! L ,� , , " - A � JOINT a JOINT C 'JOINT A, JOINT 4 . 2'29 PX , ,),. Bo 2.57 1 � 0 1 il- - - - ;'?] 1,1� 3.60 . 3.60 � 1.29 r L . 1. . I I � o - I I � I ;, I JOINT � 1 40 1.29X 1.110 4 �Ni F - JOINT 0 � JOINT 9 JOIXT Fr I I � , III ir v rlf,,V.,r' I ,I I I , 1� . ,, I ! I.w 31?22X' 3.60 1.22x� S. " : ml R I I . JOINT 'D , 2 -_ . � � . g, , " � "I - . 1 3v22% 5 40 1.29X � JOINT it. JOIN"r F JfOINTp JOINT E � . 1 Jw Joi; ___ _ A . . f'rQJ,r,t') . E JOINT F JOINT 7X .5i:40 2.57% 7 -120 ;.,29X 6,4o, 1 .579 �1`40 21,57X, 5,*40 r � I � I 0 1 RT 0 , , I 5 _4 2,. 1 . - . I . '�' 2�q ", , " '. $ 2t57)( 2.01( .,O 157X 1-20 f, 29t 5.40 2i5 i JOINT � I L13 � .., - � n.. � - II �1' � - I ! , I _9,-----.'-,-___, Ir ' - � �.` ,� 119� 6�49. 2.511 SAO 7.2.0, I . 291X � 5.40 I . - I I . � � I � I I . JOINT 0 L 1 , , � � I I I ,, 11 _ _ 1 1 41 ,V'i- 1, �, �1� � I JOINT 0 . 1, I I - I ,,, 1. r r 2A,71( , 3.00 -f , I . I b -_ -, � � 11 � .1 .1 . K� 1,1�1, " JOINT 0 � . I -_ � I I I � 1, L I 1 �� ,-; . I I , -7 L � %L ";. , ,, �: I ..�U 60 . . I � - 11 .- - I, f : I .. . 04- mI!l ,�, 2,57X 140 1 1 . I - � , . � I I I � � � I .,;, I � 2V a '01 I 64 � . '27-1 . I . :1 ' 4, k 8 o/hOx I . I . "W " I TRUSS ,(Pinft)' --- _ I I , ., I " 17 I i I ? �;.-, . 11 I ! k.� . I I I I I 9 � ,�rl .1. I I -froo I �TCPHU BCP I 0 �0/10 T5, I TCPI;L?, BCONLI . . I � I,. I I ____ _ _� 11 1� . . I I lilb"Ll . , . I I � I I I L I 11 1� A iq;cl I 1 2v 8 O/ � I � I . IV Iqu I sw;,u*, .1 � , I I r - I I . . . "I 11 I 'L 15940 �1403C :'LI423T . � I _,� I , . , TOOL2, qCP"L1 � 1054C 1723C! 1830T, IT 46T 11 I I � . W, I- . TCPNL1l I DRTWE& LOWER . � . M0 w" � ,BCP)41,,2 was: I � I I , .1 I 209M I 643C 982T BVM.2, SH NLI ,3HORTWED' LONER III �mlz I n I � - I . I ,, .. -1 I I I � 11CPHLIZ SHORTWEP LOWER I 1235T 335C 537T jo I 9T. C 1112T 321C 553'r � 1 9 ? I i ... .. : . 34oC 5e6T JOINT 8 JOINT A � I JOINT a OINT C � 0 � I . � ; JI 1160 2.57X 3-66 1 i Im IJ t C � I . I � � I " " 11 � . ,3391 ' , JOINT C ;I' . ; T"X,' ';. 40' i,.29X 57X ,5.40 11,20 1-00 Z- ,X ,3-60� I' - 7XN 'S 1 $082' 2-57X -6c 1 � . I I DINT A, I L Joist B , ) I I � 3., �221 1 5.40 1.29X 1.00 .3 � 22X 3060 JOINT 0 JOINT �E Join F I 0 � T LF I 11�_' Jo �F I I HT D' JOINT E JOI .. " , 11 1 -40 ::.7% ''I I'L; � � I 1, I JOINT F 237X 11 40 21�i5lf_ 7.20 � 2V 51X 5:,,*,) 2 2 . i 7 5. 4; � � � I I KT D I � IWT E IA0 So4O t X _-.5 I I * � I I - ,I , 1 5,40, 2 . '41 I . � . I � , � , I I jog Jo S. 40 21,57X 7 . 2D o1wr a I .MINTi P� I . , , . 1 7 1 1 1 I � � , " �, I ; I I . I I 1 I-.2 X, 6im) � * . I - . 17 1 I- I ' "Y -1-M'. 2 .. 1 L , I 1, 4ZO, � ,� I I � L L JD 114T G � 11 - I I . - $ , . I - � I 12i,5111 3m6o� I . , . . . - - � - � I , '. . I I 'Y I - I I Ix , � I I L � L I � � I I . . . I . I 11 . 1. . I .1 I , - � � .. 2 � I I .. �� � I _ .. � . , � I I . � . � �� w , I , . I 11 � '.. I : : [ � � 1, t � I -1 11 . � IN— i - � I 11 -1 ) 4t', ,L -� I , 1, � . -_ I 1, 297 69, , I i � � ! � � � I I I � 7��* I J � . . __� -_ I I I I . I " I ; . " � I I ( : I ( " lmk� � 1, � , :__�� * , " - I I L , I I I � � fAgr I. , I � . I 11 I �� 11 11 I "I ; I I I I � I ., I : " _'A �� I , I - I 11 I . � , I I I �� , I "',_ ,, I SYSTEMS: PLUS LUMPER CO. I 11 " �- � -"-.-, � , � , . 4 -11 I I � I . I.; I I -1 . . 11 I _..�� � " " ,., ,'I � I ,I ... , , a � _L- � 'i 0 in � . � I I I I I . L � I I 1 7"�-O � �. Ci Ii, ,li �r � . I L, * I I 1 1800 BARNEY.STREET 00 I I'll ^. 1. � � . 11 � r , i, � , I I 1 Fr I � , . . I. � � .. I I ,� � I . -1 r I . I ,�. _ _ _. -, , _.___ I ) , _ ., ., _ , t Cc% � . � �� � , , � I � I g �11 , I I '* ; If" r , `�,' I i I I I I